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HomeMy WebLinkAbout2001-10-31 NOI-8/2/2001-Seven Hills Foundation NOTICE OF INTENT 'fax Map 107A, Lot 148 N. Andover, Massachusetts PREPARED PoR; SEVEN 14ILLS FOUNDATION 81 Hope Ave. Worcester, MA 01603 August 2, 2001 W Project # 117201 APPLICATION HECK I T - Notice of Intent x General iRegniremerrt — i eland FrotecOon HyLaw: Please check the following boxes 1ndirating that you have read & row understand the appiicable rule amlfor regulation: Ef section t 7&2{page 2) —This seaior� identifies the Town's wetland resource areas. Section 17&4{page 3) —This section pertains to permit app€I cat!oil types, Section 178.5(page 4) —This s2ctlon pertains to public hearings and the burden of proof placed on an applicant. section 178.8(page 7) —This section pertains to responsibRlity for compliance. General kequirenien&— Wedand ProtecOoa Regulations: Sectioa VI (A through Q. Eight(W copies.of hlot ce of Intent Onduding plans ar[d other appuf tenant data) must be delivered by hand, or by certified mail, and received by the NACC office at}east nine (9) business days prior to the scheduled hearing. List of&mutters within 300'of the parcel(5) where work is pfoposed as certified by the Town Assessor's Office. (NOTE. This certified list shaft not be rrrore than 30 days old at the time o€filing.) Notification made to abetters by ceft fled maiI not less than seven (7) calendar days prior to the pubic hearing and proof ,.A,of maiIin8 presented at that headng in the form of 'white slips"or signed "green cards.' ' Not!ficationof pubilic hearing made in the North Andover Citizen at the applicant's expense not €e55 than sever(7) ,ter calendar days pdor to the public hearing. U '°'Nodh Andover Riverfront Maps"(Appendix B) examined to deterfnine if this wetland resource area is within 20G, of proposed work. ��oo—act The "440;-98 Estimated Habitat of Rare Wet€ands WiIdiife Map &Certified Vernal Pools"has been reviewed. State Filing Fee sent to the DEP Lock Box. Town portion of state fifing fee and the local WetfarEd ByLaw fee has been LA. included with this appkication (Section ljD)). Li 8 1/2"x 11"copy of the portion of the USGS topographic reap depicting the prefect location has been 1nduded with this applicatjon. A wAtten narrative description of the proposed project and potential impacts to all wet€and resource areas has been incl. qVAA description of observed valuable and/or unique wildlife habitat characteristic-s has beer}Incl. ' Where applicable, a"Wildilfe Habitat Evaluation' performed by a qua€ifled Wedanc ildlHe Ofologist has been incl. (Refer to Section iIIfEM). i i 1 APPLICATION CHECKLIST - Notice of Intent (continued ...) � y i � • i { Stormwa#er Management ement Requirements(Section M. It The project is ire com pliance with the °'Kline(9) North AsidoverfState Stormwater Standards."{p.21) Er The i Town of North AndoverfDEP Storm water Management Form has been subroitted with 11�e Notice of Intent and � signecVstamped accordingly. �1 Elydrologic/hydrauiic calcuiabans slowing the full flow capacity and velocity of all water courses, open and on]y soniedmea closed channels, and Aorm drains flowing into, on and out of the parcel. Including engineering calculations for compensatory fib storage areas have been incl, (Refer to Section IV aild Section W. (p.2] & p.241 Frosion &Sedimenlation Control ReE remenfs(Seedon M. Narrative erosion cuntroi plan andfor report provided for any proposed a]teration of wetland resource areas. Kr Construcdon schedde and sequence provided for any work within a wedand resource area including speci6ieations for temporary and permarient ground cover. Pfan Requirements(Seuflon Y B(3-G)J: A title that Includes tfre name of the project, lacatlon and narnes of the person(s) preparing the drawings and the date prepared including any revision dates. (pp.2 32) Drawings must be stamped and signed by a Registered Professional CIA Engineer of the Ct)mmonwealth &for Registered Professional Land Surveyor of the Commonwealth (whichever is appilcable). (pp. 2 9-3 21 All ex'sting rondffibn plans ghWI include, at a mini the Fnllowing inform,�tifjn (p.29): Rr All wetland resource areas within 100' of proposed work(unless Riverfront Area which is.AGO'). Al r l property boundaries, ex!Ang lot Ones.and abutters from most recent Information available at the Assessor's Office. Ili "Watershed Protection District Boundaries'. surface water supp.ltes, wells, and septic systems within 100'of proposed work. Er Existing contours at 2' intervals and datum source. All existing natural and mar-made features including wee limes, rock outcrops, stone walls, fence lines, carT roads, foot paths, overhead arid underground 01itie�; and dralnage structures. levations of ail natural and marrroade drainage structures,waterways, and wetlands. 4r IMyear f€vim elevations of aft natural and{ar marmade waterways and waterbodles as determlried by FEMA or engineering calculations, � rle of f" a C l I Ail developed condition plans shall include, at a minimum, the toliowing informat{on (p.31)- Location,of proposed work. Alex proposed man--made features including roads, driveways, parking areas, structufes, bui Id! p, overhead and Underground utilities. `Subsurface sewage disposal systews. W Proposed grading and charges in elevAon depicted with 2' contours and spot gtades- Akl surface and subsurfaou drainage structures including the location, cross section, slope and surface tmatnnent of all drainage channels. � The inverts, slope, pipe materials, catch basins, ma€holes, and end treatrrkent of all s rm drai ns dischargir within 100' of any wetland resource area, L° Location and detail of all temporary erasion concrok crevices, diversions, terraces, 5iit fences, hay bales barriers, sedimentation basins, and soil stockcpi]a kbcations or the project site. Location and , tyre of A[ proposed alterations to wetland resource areas- Date:4�7� --- 3 o M o ignat of pphcant or Applicanes Represerrta ive - --------------- ----------------------------....-------------------------------------.-...---------—....--------------- (TO WV 11SF ONLY) COMPLUE A MICA TION— It appears as though your application meats rninimurn submittal requirements,as s ch, a puhiic hearing will he scheduled before the NACC within 21 days upon receipt (if this application. J COMPIE EAPP CATION-The following sty#ions of the Wetland Protection Bylaw &for Regulations have not keen c4mpdied with and as a result this [department is rejecting this wfin two(2) business days from the date of receipt (Section 178.4 North Andover Wetland Protection By Law). you may pick up this application and supporting plans at the Conservation Office and re-file a complete Notice of Intent. Wetland DVLaw - Sectian(s): Wetland Regulai ans—Sec.`tion(s Signature of Agent: TABLE OF CONTENTS: I Report Cover II Fable of Contents III Project Description ITT Drainage System Design Operation & Maintenance Plan l Stormwater Management Calculations H DEP - WPA. Fonn III DFP - Appendix B - Fee Tra nittallcopies of checks IX DEP - Appendix C - Storm Ater Marxap-, ent Form Certified Abutters List XT A ffidavit of Service X[I Abutter Notification II Maps: Location Map U.S. r.S. Map Estimated Habitat Map F.I.I . I, Attached or included herewith- Site.Plan Drainage a)cula€ions III; PROJECT DESCRIPTION EXISTING ONDI t'IO S Location: The property consists of2.2 acres located on the easterly side of Rt. 114, approximately 1,000 feet soatb of the intersection with.lulinsoD Street. Topography: 'rh,e topography of the site consists of a relatively flat area sloping at approx. 8% toward wetland.s surrounding the cent-al portion of the lot. This o the surveyed the topography by an instrument survey. See attached plats for details. Vegetation: . The vegetation consists of mixed deciduous and evergreen trees covering most of the site. A portion of the site is developed with a Wwer bump sNtion. This area at the Font of the property on Rt. 114 cleared, }partially paved or graveled or hovered by the building. Flood plaice and Wetlands. o portion of the site is within the 100 year #loodplain wording to the Flood Insurance, Rate Map (included fie�rein)- The site has been inspected .for wetlands by a wetland scientist, The boundary was flagged and survey located by this office- No rare species or habitat areas are known to be on he. Drainage/Soils: The drainage pattern on site Consists of fio {in two basic directions: the wetland and the, site boundary to the east. There acre-no kWsting drainage facili n on site. All flow makes its way uncontro.11W toward the wetland at the rear' of the property or toward the eastern boundary. The soils on site are, n pped by SCIS as berg Yipestone and Woodbridge. }however, on site soil testing has shown that the area of proposed development was filled (approximately 30 years ago) with poorly draining material. The drainage characteristics of the rill would be catego-67 d as U soil. Utilities- Current , there is an existing sewer pump station on site. And mr nicipal wafer, telephone and electricity are available from Rt. 114. PROPOSED WORK Generally, the ptoject proposes the construdion of an office building, water acid electric connections in lit. 114, parking and drainage facilities and necessary grading. The office would b�,- accessed byway of a driveway emranee from Rt. 114. Topography/Grading- The propo d topography of the site would remain as close to existing grades as possible. The proposed building would be set approximately 7 feet above existing grade. And the parking area would blend to the existing grade at the entraiice to Rt. 114, The grading for the building would consist of a fill of approximately 5 feet. See attached plan for details. Drainage: The pmposed drab-cage system would be a closed system, which would provide stor'mwater tivatment for bath quality and quantity of runs . Specifically, a catch basin would colleol and pipe runulf to a "Dove stye Deleoder" sediment treatmt-,nt writ, from which the treated water - as well as roof runoff- would eater an underground detcnflon facility, which would then discharge through a 47 pipe toward the weAland. As shown in the attached calculations, the drainage design would control the rate of runoff toward the wetland, as well as providing more than 80% TSS removal. The system was designed to woric for all storms up to and Icluding the 100-year event. See the attached Drainage Calculations and=ps for further details. Utilities: Proposed utifities on this site include a water line in Route 114, underground electric and telephone lines, and a sewer connection at the pump station. Environmental Impacts- As shown in the drainage sumrmry included herein, drainage and runo IT characteristics would be controlled in conforn=ce with D.ER's Stormwater Management Handbook' and local regulations,preventing possible damage to abutting property or natural featues in the area. The drahiage system was designed for severe storms (up to l 00myear). According to SCS, the soil onsite consists ofPipcstonc and Woodbridge, which -have been filled-over. Therefore, on site test holes were performed to corifirrn soil type, depth and suitability. And based on this testing, the soils are almost impervious, with a percolation rate of>60 MPL Ti=efore, the designer has used a hydrologic group designation of V for drainage calculations. This produces conservative results. Sewage disposal is to be a sewer connection to the existing sever at the pump station in c;onl nuance with Title 5 and local Beard of Health ReguLations. Thus, there should be no negative environmental impact associated with septic systems. In order to safeguard against oil or gas introduction into the drainage sys5fei , stuTmwater runoff fiom the parking area would be collected into catch basins with oil hoods and sleep sumps (see Site Plan Details). SuQb pretreatrnerA of storrnwater reduces both Suspended solids and oils in tli&-. drainage system and is recommended by DEP's, tormwater HanagemenY Handbook. All nmoff from (tic parking Krea would bt,routed through a "Dowlistream Defender` treatment unit, by RI.L. Technologies. Such units provide> 80% TSS removal, in conliirmanee with Storm ater Policy Standards, and have been approved for use by the Town ofNortli Andover at other locations. It is the designer's belefthat such treatment is Amore than adequate for tlte site, and would meet the intent of the Wetland Protection A cf. Another safeguard against future intrusion of contaminants into the groundwater is the implementation of an Operation A Maintenance Plan, which provides further TS removal and assures proper Ki ction of all drainage conVonents. Furtbor safeguards are proposed on the Site Plau to prevent erosion inctade a fine of silt fencing and hay bales. If all the proposed erosion control devises and procedures are adhered to, then there should be minimal or no damage to neighboring properties or the wetland from work on this site. DRAINAGE 'BEM DESIGN: Tbx drainage systerri was designed utiB7,ing both open znd closed systems to achieve reduced rates of runoff at the boundaries of the developed area and would maintain a similar dra4iage pattern to the existing courses. The methodology is S CS Tk 20, Type 1I1 rain rails (2., 10 & 100 year events). This is consistent with the requirements of the town of North Andover and DEP's Storm water l anagerfrmt guklefincs. All pertinent calculations represented in the following pages were developed utilizing Hydrocad Stormwater ModeWmg software. References: 1. zS' '. - TR55 (Second Ed., 1486) - for ranof€curve numben'. . S - Raidall Distribution Maps. The on-site soils consist of Pipestonte and Woodbridge series, described by SC;S as follows: Pipestone series (S S twia."if€cation "B") consists of very deep, somewhat poorly drained sails that formed in glacial outwash. These soils are on out ash plains acid tei-'aces. Slopes range from 0 to 5 pereent. Pipcstone soils area associated with Deerfield, Squamscot't, Scarboro, Raynharn and Lim soils. Th-,y are redder in the upper part of the subsoil that Deerfield soils, and onlike those soils, have a mottled subsur%ce layer. I hey have. less silt and clay in the substratum than Squamscott soik ney do not have the histic eliipedon that is Characteristic of Sca7rboro soils. They have less silt and more sand in the sohim than Raynham soils. Un& Lim soils, they are cbaracte1!zed by a regular decrease in content of organic carbon with increasing depth and by horizon development. WoodbHdge series (SCS classifzca(ion " ") consist of nearly level to steep, deep (5 ` feet), moderately well drained sails on &uralins. They formed in compact. glacial till. Woodbridge soils have friable fine sandy loam or sandy loam surface soil and subsoil with moderate permeability over a firm, fine sandy loam or sandy losxrri substratum at 15 to 3 8 inches which h slow or very slow p rrneaf ility. Woodbridge soils have a very storey or extremely stony surface except where stones have been removed, and bave stones below the surface. They have a perched, seasonal high water table at 18 to 24 incites. Major liiriitatioib are related to wetness, slow peimeability in the substrattim, stoniness and slope. On skte soil tests re,5ults were utilized for the calculations, in winch the design engineer has assumed a hydrologic soil group of"U' This provides wnmrvative results. The site contauis resource areas subject to the l edands Prafeefiun Act. Ther6ore, the project is subject to DEP's Stannwater Management Policy. The drainage system is required to provide 80% TSS removal, as follows; Stonnwater Quality Controls: 1. Catch f#asins with Oil Hoods and Deep Sumps to capture, treat and redirect stormwater toward tale proposed retention/recharge basin. TSS Removal Raw = 2 % "Downstreain Deiende?I —which would treat storm water prior to discharge to the detention system. TSS Removal Rate = 80% +fy Groundwater Reebarge. 1. Because the soils hydrologic category is 'D,' no recharge is rcqu4-ed or proposed. Storm water Quantity Controls: The Detention System was designed such thin it would detain stwuls.(2, 10 &. 100-year), with controlled discharge through an outlet pipe at controlled, lower than predevelopment Fates. The overaU system thereby achieves the following- * Con tinl of runoff rates to abutting gropertites to below predevelopment.s ales. Water quality inaintenance —TSS removal from storm water of nwre than 90%. + Storm damage control — by reduced runoff rates & erosion.controls, DRAINAGE SUMMARY (All values shovm are peak rates in CFS) orii Mn w ryw 'vn. Eosteopii . pR .`°`.: x. :.0 n ...-...x. :n. OR n�7':fi �vry:a:v:w�n:v ran WE f.. voho'oo-x 'k k x� „ �.��p.L��t`:,^^�:.x:' `^xNt ¢xK¢x Grate Capacity Check: (100-year Stoma) ' Grate # (Model) Grate PRen Soave Capacity ( , sump) Desigg Flow C:B#5 (R-3570) 2.4 s.f 8.0 cfs 0.87 CFS q A Pipe CapneftyCheck: (100-year Storm) Pi a Location Size hije Slope capacl Design now k. CB-I TO Defe er I " HDPE 4,010 3.80 CFS 0.97 CFS ( � i Ove ratiord m aintenalice plan T.he B Ps associated with this project will be owned by Severe TI s Foundation. Any accumulated dirnent should be removed from catch basiw, dry wells and all drainage pipe inlets and outlets as soon as possible after heavy precipitation mA every spring. Con trac Jon Phase l) The contractor is to inatall and intain drainage facilities as shown on plan(I 1720 1, by IV F Design Consultants, Inc., dated June, 2001). 2 All construction of drainage fwi itics is to he inspected by inspectors liorn the Town 0r North Andover and MHF Design Consultant Inc. to verify confonnance to the design plain, Post-D]ev lopn�ent Phase Thee o"erfoccupsint is to be responsible for maintenance of all drainage ttructu es in the project- including root'drains, dry wells, drain pipes, and detention basin. The future ow r is expected to be Seven 11His Fomdatiorr, who will ultimately be respowible far compHunoe with this O & M Plant. Regular rntaintenarrce iq to include the followirng.- • Sweeping of parkhig area aM-,r every severe storm, • Periodic rno �ng of the grass in the Retention Basin during the growing season. • Inspection of all drainage pipe inlets/outlets and Retention Basin every three inanths. inspection and cleaning of an Catch Basins and Ivry Wells every three months or after all were storms. St r w t r Management Calculations Standard # 4: TSS Removal Explanation of systems, The proposed stormwater n tagernent Vsteln WDsi is Of three parts: f) Street Sweeping-- to remove sediment piic r to enterhig the drainage system. 3 Catch Basins w/Deep Sumps & Oil Hoofs - to capture&. treat nmoff from the parking area. 4) Downstream Defender - to treat nmoff from the site. The order of treatment for the system is: 3 Roof and ParUig area to Catch Basins to Downstream Defender. Drainaffe Are a iM- P TSS Removal.Rate Parking sweeping 10% Parking Catch Basin 25% ParkingfLand Infiltration Trenches 70% Calculations: TSS Removal Average Mnaal Load. 1.00 x S€rest Sweeping removal rate 0.10) _ 0.10 Load Remaining T 1.00 - 0.10 = 0.90 Remaining Load: 0.90 x Catch Basin removal rate (0.25) � 0.23 Load RemaWng = 0. 0—0,23 Remauung Load: 0.67 x Downstream Defender removal rate (0.80+) = 0.54 Load Renmh ing = 0.67 - 0.54 =0.13 Final T S Removal state= 87%+ Massachusetts Department of Environmental Protection DEP File Number' Bureau of Resource Protection -Wettands WPA r - Noticeof intend Prad�y aep M ass achu setts Wetl and s Protection Act N.G.L. c. 131, §40 rtown A. General Information s3�tuortarrt: hers frlihip out E. Applicant' or=on the Severe f-ms Foundation,Attn- Richard# Martef€ _ RMARTEL -.- �EVl`h�F�ILLS_OR �ornputer, k4se Name — E-Mail Address )nly€he tat} tey to move 81 Nop Ava- yous cursor- Mailing Address Jo not rise the Worcester MA 01603 return key. City/Town state Zip Gade 508-755-2340 X 501 508-849-388 ph _n NNuinm er Ferx Numbigr(if appfjGable) 2. Representative (if wly): MHF Desig!t gSnpitants, Inc. Flan Karl Duiray_. .. Nate: bfmtact Name E-Mail Address Before 103 Stiles Rd- - completing this tufaif�n Address ... tom consult Salem NH 0 079 yow local UyJown state Zip Code orwservatiorr Commission 60 -898-0720 6�3 -893 {3733 regarding any f}vane dumber _ Fax Number 0 apphoable) muddpal bylaw or pr&nanGe. 1 Property Owner(if different f{onn applicant), same ...... ....... lVarne �ii,6ng Address CltyfFown State Zip Cma 4. Total Fee: 525.00 - ...... {imm Agpeedtx 8,4VeO d Faa Tf rtsmRtaE Fu m) 5. Project Location: Rt. 114 N! Andover EEeel Address City/Town Map..107A ..... _. P'. .. #ssessOrS t44awl1 at dumber ParCe1!i_ot t�r,�_ ,tr. er B- Registry of Deeds; ounky Hook , Page C err&ate(if R�glstered rand) wp�amt7.cloc•rear.7rt6�1p# Page 1 ci� Massachusetts Department of Environmental Protection~ ai=P Flie Number, Bureau of Resource Protection - Wetland { WPA Form 3 — Notice of Intent y Massachusetts Wetlands Protection Act M.G.Q.. c. 131, §40 T ►. General information (Cont.) 7, summary of Project impacts: a. Is any work being proposed in the Buffer Zone's ® `des if yes, how many square feet" 17000 - — S Fe Feat [] No b. List the impacts of proposed activities on each wetland resource areas (ternporary and permarient irrapacts, prior to restoration and rrtitigatlon)' Resource Area Bite of Impact (e.g.,sq.ft.) B. Project Descrip lon .,. 1, Genera[ Project Dascription, oetsixuction of office Wilding d parkin, v th associated owsties and dra1ga9e- . ... .. - 2. Dian andlor Map References: Site plan by MHF €design orisu€#a s,Inc- 71 001 _... bate Tege 7rai�a 720 I ge 4y MH .n o € t , Inc. _ aake Tine page Y of$ yPfomi3-dn•mv.7J78A61 i . . ........� Massachusetts Department of Er>Nviranlrttelrtifal Protection DEP File NuMbeT: Bureau of Resource Protection - Wetlands P Form — Notice of intent Prowwed byO Massachusetts Wetlands Protection Act M. -L. c. 131, §40 Tawri . Activ iti es S object to Regulation u l I. a. Check the applicabie resource areas if work is to be conducted in an a a clated Buffer Zone- inland Resource Areas Coastal Resource Areas © Inland Bank © Coastal Beach © Barrier Seach Bordering Vegetated Wetland (BV ) C1 Rocky trAertidal Shore ❑ Coastal Dune © Salt Marsh [] Coastal Bank b Complete for all pkroposed activities located, in whole or in pact, in WeVand Resource Area(s)- Inland Resource Areas: Bcrdaring Vegetated Wetli rude: BortEeHng Land Stjbject to Flooding: ...... .....-- $q aye Feet altar Volume of Flood Storage Lost(cub€c feet) Square Foet replaced Volume of RE Storage CompensetWn(ruble feet) Land Under Water Bodies. Isolated Land Subji'nt to Flooding- Square�eet altered Volume Df Food Storage Lo.4t(cuts r,feet) ktbic Yards dredged Volume of Rood forage comp maatwn(cublo feet) Bank, _ .._ . ....... p-ee r Feet aK-ered -.. Coastal Resource Areas' Coastal Dune; Land under Salt Po€ , Square Feet altered Sf4uora Feet anered Cub]o yardslVo a removed Cubic Yards dredged Salt Mar-cft Riz�c1cy Intertidal Zone. Square Feet aliarad Square Feet a�ered Goastai Banc, Designated Port Area, L ear Feat is red Square Feet altered Page 9 d 9 wpafumadoc•raw.711 Graf Massachusetts Department of Environmental Protection DEP File N=bST' L7- Bureau of Resource Protection - Wetlands WP Form — Notice of intent P€rnrsded by dEP Massachusetts Wetlands Protection Art M- .L. c. 131, §40 C. Acfiviti s Subject to Reg ulaitions (coat.) Fish Run_ Land Containing helitish, _ _ ... ..... .... Linear Feet aHered Square Fee! altered Land Subject to oastal Storm Flowage; Beach: _. 8gE+2re Fee!&Ilered Square Feet altexed Land € nder Ocean; Square�66k 2kteeed Riverfront Area: a, Narne of Waterway (if availatde): b- Width cf Riverfrant Area (checlr one), El 25 ft- - Designated DL-nsely Developed Areas only 100 ft, - New agriaultuiai }projects only 00 ft- -All other projects a- Describe how the Mean Annual High Water Line was determined: d. Distance of proposed activity closest to the Mean Annual f-!igh-Water line' -...... ......... 1=eel e. Total area of Rtverfront Area on the site of the proposed project-, . ..........-- -- Square Feet f Proposed alteration of the Riverfrorlt Area, ... . Total Squera Feel Square Feat w¢thln Igo ft. Square Feel Wtmen I ft.and 204 Ft. wpotofm3ADc+r&e-711 SMT Pagel a($ Massachusetts Department of Environmental Protection oEP File N irnber- -- Bureau of Resource Protection - Wetlands 1 PA Form 3 — Notice of intent yIDCP - assachuse#ts Wetlands Protection Act , .L, c. 131, §40 T � —....... ... ........ C. Activities Subject to Regulation (coat.) _ Check all methods used to del€rreate the Bordering Vegetated Wetland (BVW)boundary: E] Final Order of Rei�aurce Area Deitr at€or}issued by Conservation Commission or DPP (attached) EJ DEP 8 W Field Data Form (attached) © Final Determination of App€cability issued by Gonservation Comrnission (attached) EK Other Methods for Determining the BVVV boundary (attach documentation): N 4110 or more wetland indicator pants E] Satcfiatedlinundated conditions exist 21 GmuMwater [ d€cators U Direct observation E Hyddr, soil indicators ❑ Credible evidence of renditions prior to distwbance. 3. a. is any portion of the proposed project located in estimated habitat as indicated on the most recent Estimated HabMt Map of State-Usted Rare Wetlarkd Wlfdlife puNished by the Natural Heritage and Endangered Species Program? F-1 Yes if yes, include proof of mailing or hand delivery of € 01 to : natural Heritage and Endangered Species Program Division of Fisheries and Wildlife Route 135, North Drive Westborough, PLEA O1 81 ® No 200�-2 1 Date of Map b. is any portion of the proposed project within are Area of Qitical Envimronmentel Concern (A E )? Q Yes If yes, provide narne of AGE (see Appendix D for AC EC I)cations): AGEC No c. is any portion of the site subject to a Wetlands Restriction Order under the inland Wetlands Restriction Act(ft G.l-. c, 131, §40A) or the Coastal Wetlands restriction Act(I1+i G.L. a. 130, § 1 )? Yes No wPaFamldoc-rev.711&01 PEaW 6 qr 8 LlMassachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands M WPA Form 3 — Notice of intent assachuseits Wetlands Protec on Act M1 G,L. l:. 131, §41 D. Performance Standards I. is any poMon of the proposed activity efigible to be treated as a limited project subject to 310 CM R 10,24 or 310 CMR 10.53? Yes if yes, describe which limited project applies to this project_ .......... Ptoje t No - Is any activity with€n any Resource Area or Bier Zone exempt from per formarze=standards of the wetlands regulations, 310 CMR 10.00. El Yea If yes, describe which exemption applies to this project; — -- ..... ...... ....... 21 No 3 a- Is the project located in the Riverfront Area? Yes if yes, indicate the proposed project purpose- El Single Family House Industrial Deveiapment © Residential Subdivision Commercial Development Tmnsportation © Other (describe) b. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No 4. a- Describe 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. Attach Narrative and supporUng docurnentatlon. b, is this project exempt from the D P Stormwater Policy? Yes if yes, explain why the project is exempt-. EJ No If no, storrnwater management measures are required. Applicants are er ouraged to complete Appendix D' Stormwater Management Form and submit it vAth this form. w�artnaax.rev-F�7arn� Pa4e�of a Massachuse s Department of Environmental Protection DEP File Number: Bureau of Resowce Protection -Wetlands Ll- PA Form 3 — Notice of intent - ... ... Peau�ed by DEP Massachusetts Wetlands Prot dlon Act M.G.L. c, 131, §40 E. Additional Information a Applicants must indude the following with this Notice of tntent(N l); * USGS or other map d the area(along w9th a r►ar•rative description, If necessary), containing suffiderit information for the Conservation Dornmission and the Department to locate the site. Plains identifying the locat€on of proposed activities(inducting activities proposed to serve as a Bordering Vegetated Wetlarrd (BVUV) replication area or other mitigating measure) relative to the bouridades of each affected resource area, other material identifying and explainfng the determination of resource area boundaries shown on plans (e.g a DEP BVW Field Data Form). List the tildes and final revision dates for all plans and other materials submitted with thrls NOlF. Fees The fees for wcwk proposed undsr each Notice of Intent must be calculated and submitted to the Conservation Gommission and [he Department (see Instructions and Appendix B. Wetland Fee Transmttfa€ Form), No fee shall be assessed for projects cf the federal gcvernMentr the Department or oitfes and tmNni of the Commormoealth. Applicants mist submit the following Imgmabon (in addition to pages"l and 2 of Appendix B) to confiirm fee Payment, C#1$cRc Nu�nfoee aeck aaie - -- Payor naFne on chsck Appbrant canna(if Merank frim payor) G. Signatures and Submittal Requirements uirements l 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 ray knowledge- 1 understand that the Conservation Commission uvi€I place notifloaborr of this Notice in a lacak newspaper at the expense of the appl#oarnt In accordance with the wetlands regutat€ons, 310 CIUMR f€dher certify wider 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 rude itn edit]nq by hand delivery or cerffied mail (return receipt requested) to all abutters Wthin 100 feet of the property limo of the project lwaflon- gnatum of Apprloant Data Sonaiuire of Properly Owner Qf differeni OCA"74 i]aie Slgat�t� en#aEFve(tf any) Dal 4vpekme3 doc..e r-7l#ai�t FsQEO 7 aF 8 .... � Massachusetts Department of Environmental Protecirion DEP FED#Number. Bureau of Resource Protection -Wetlands WPA Form 3 — [notice of Intent pf �eaaya�� yi Massachusetts Wetlands Prote tion Act M. .L- - 131, §40 �q �;. ....... —G. Signatures and Submittal Requirements (cons.) For Conserva#iorw COMMISSEOW Two copies of the completed Notic of Intent (Fora 3), inc€adtng supporting Marrs and documents; two copies of pages I and 2 of Appendix B, and the city)to n fee payment must be sent to the Conservation Commission by certified mail or hand detivery- For I EP—. Two copies of the completed i+oW8 of Intent 0;4arm 3}, including s�pporUng plans and documents; two copies of pages I and 2 of Appendix B, and a copy of the state fee payment most bs sera to the € EP Regional Office(see Appendix A) by certified mail or hand delivery. Other: If the applicant has decked the oyes" box iri any part of gection C, ltern 3, above, refer to that section and the Instructions for additior3at submittal requirements- The original and copies must be sent Sim U taneously. Failure by the applicant to send copies in a limefy manner may resutt In dismissal of the Notice of intent. Qage&or 6 wpafgnrs3.dec•re1.NIM1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Watlards r? WPA Appendix B — Wietland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 o artt A. ,Applicant Information n Vben f ffing out oFMS on the E- Applicant' :Omputer,use Seven Hills Foundation Maly the tab - .ey to move f eome Four cursor- h+lA iO r�o# Use tk�e 9Nail3ng,gd�rass etum klay. V�lorcester 9 8 gyfCown .. - State Zip Code P4one Number 2. property Owner(if different): ------------ b�aklkng Adams -. CiiylFowA 5EaEe ZO Code pk�o�e h�urob2r 3. Project I_ocat€on; Rt. 114 i . Andover $kreet Address CvlyfFawn B. Fees To calculate foing fees,Tefer Abbreviated Notice of Resource Area Delineation (Form 4A), to the category fee kiss and The fee is caf laced as follows (check applicable project type): examples in Section 0 of this form- single fall house Project X$1.00= — Total fee(fret to excw$100) all other projects $1-00= (f E od$V4V) Total fee(not to exceed$1,01fQ) State share of filling fee,_ (112 of towl fee#ass$12-50) City/Tcwn share of fflliog fee, (112 of#alSlfeeku $ 2,6Q} 53&ptd0 W afm;.A=•AppffWiKB,rel.711W01 Massachusetts Department of Environmental Protection Bureau of Resouroe Protection - Wetlands WPA AppendixB — Wetland Fee Transmittal Foam Masachusetts Wetiand Protection Act NI. ,L. o. 131, §40 . Fees (cont.) Abbreviated Notice of latent(Farm 4)oir Notice of Intent(Form 3): The fee should be calculated using the fc)Rowing six-step pracess and worksheet Step Irrype of ottvity: Describe each type of activify (see Section D for a list of activities) that wilt occur In weband resource area and buffer zone. Step 2INumber of Activities: Identify the number of each type of activity- Step 3Rndivldual Activity Fee: Identify each activity tee from the sec project categories in Sedon D. Steyr 4fSubtota€i Activity Fee: Multiply the number of aCi vifies (identifies}in Step ) times the fw per category (identified in Step 3)to reach a subtotal fee amount- Note. If any of these activifies are In a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be mult[pi€ed by 1.6 and then added to the subtotal amount. Step Wotat Project Fee: Determine the total project fee by adding the subtotal arnounfa from Step 4. Stop 61Fee Payments. To calculate the state share of the fee, divide the tctal fee in half and subtract $1 .50- To caieu€ate the col#own share of the fee, divide tote total fee in half and add $12-50. Step 1rType of Activity Step 2INumber Step 311ndividuai Step 41Subtotat of Activitles Activity Fee Activity Fee category 3 (a) 5 55 Step ; otat Project Fee.525 _. Step &Fee Payments: Total Project Fee'525 (TotBi fee from Step 5) State share of f'€ling fee:26 0' lake€ice Gass$12,60) CltylTown share of filling fee.275 (9f2 tN21 fee�W$t 2-54) vtps G=3.dac F APpeMtx 8 d rev.71IRKM Rage 2 d 6 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands f WPA Appendix B — Wetland Fee Transmittal Form Massachusetts Wetlands. Protection Act M1 G,L - 13 1, §40 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Crommonweatth of Massachusetts- Department cf Environmental Proteotion Box 42 Boston, IDEA 02211 b,) To the Conservation Dornmissle n: Sena the notice of Intent, Abbrev+ated notice of Intent, or Abbreviated NotFce of Resource Area Delineation; a copy of pages 1 and 2 of this form; and the clityltown tee payment, c,) To DEP Reg lonali office(see Appendix A); Send the Notice of Intent, Abbreviated Notice of Intent, or Abbreviated Notice of Resource Area Delineation; a copy of pages 1 and 2 of this form; and a copy of the state fee payment. I , Calculating Wetiand Filing Fees The wetland filing fee should be calculated using the following steps. The examples listed for each step are based on a project that involves two driveway crossings through a Riverfront Area and Bordering Vegetated Wetland and six single farniiy houses in Riverfront Area only. Step Irrype of Aefilvity. Review pians and nauative to ldenflfy each activity ifl wetland rescume areas and Buffer Zones. Example: driveway crossing and construction of a single family house. Step 21114u xrlber of Activities, Determine the number of eaoh activity associated with the project- Earnpje: driveway crossings and 8 single family homes Step 311ndividuai Activity Fee: Last the fee amount for each category of activity (see Category Activities and ree on page 4) Examgle: Driveway crossing is a Category 2(f.)activity and is$250 each- Construction cf a single family house is a Category 2(a.) activity and is $250 each. Step 44SubtoWll Acfiivity Fee: Deterrnine the subtotal fee for each type of activity by multiplying the fee for the uotivity (Step 3) by the number of activities(Step 2). If the activity is within the Riverf Font Afea as well as another resource area or Buffer Zone, acid 50% to Natal fee (e,g-, multiply the fee by 1.6). if the activity is located in a Riverfront Area only. apply the fee amount for the category without the additienat 50%. Example: 2 (driveway crossings in BVVV) x $250 x 1.5 (for riverfrornt area) $750; 6{single family homes) x 25O=$1,504. Stop Wotall Project Fee: Add alI the subtotals identiffed in Step 4 to determine the total fee, Example: $750 + $1,500= $2,250, Step WFee Payments. The state share of the fee is 50%of any fill ng fee in excess of$ 5 (t.e., the state share can be determined by dividing the total fee in half and subtracting $12.60); the remaining portion of the faze shaft be made to the city or town (Le,, the CitylTown share cart be determined by dividing the total fee in Ralf and adding $1 .50), Example: Cityrrown share: $1,137.50, stake share: $1,11 ,50, W p&i5fm3.dw-Appwm1b4 B•rev.711=1 Page 3 of 13 Seven Ili �s F0111[rrladon 73] Hcpr. Avcnuc, UT�e6,er, NVL E OL)3 kR: Lt5#; ru�mixtacv�3.rkA �; :st-s s ,'dkaut.fr.-rt_: FEE Y. 2=Z54J _5 15 2z 0 QC: anr3'��'�s#C�mg�rry #13 0551 C1 19 . . IS E3J :3ope 4vrr c; Vcut s[r:,}.EA s73tiO3 Saw- O Gor EI005 S ■ Intl r;0I h313 er3 i61: 111D Lto0011; 2 1 13 Ott PIII pis. hQaQ.-90-000 Oxte 07/:G/U., 275 AD aiad Trust C0Y 13p re r 'r98 . 055271. Sew Hil� UUoF�Fgg# e,f�1A QiC B 8l S3opu Apenvu, rCe eY,AA i13403 A. A40 5 5 2 ? 10 1:0 1 L 3 D 26 161f IEN E3 i tYY 0 p 1mt 2 7 1 3 6' �k� L Massachusetts Department of Environmental Protection BureaBureauof esour Protection - Wetlands WPA Appendix B — Wetland Fee Transmittal Form Massaohuse#ts1 etlands Protection Act M.G-L- c, 13 1, §40 ............w......M......., ...._ry,._-.-...._ ............. D. Calculating Wetland Filing Fees (cont.) Category Activities and Fees Category 1 (Fee for each activity is$55), a.) work on single family lot; addition, pool, etc-; b.) site mrk without a house; c,) control vegetation; d.) resource improvement', e,) worts an septic systern separate from house; f-) rnonitoftg well activities minus roadway; g.) new agriculturat or aquacuiture projects. Category 2 (Fee for each activity is$250) a.) construction of single family house; b.) parking lot; c.) beach nourishment, d.) elertdr,B erating facility activities; e.) inland Ifmited projects rninus road crossings and agriculture', f,) each crossing for driveway to single family house; g,) each project source (storm drain) dischnrge; h,) control vegetation in development. 1.) water level variations; j.) any other activity not in Categcffy 1, 3, 4, 5 or 6; k.) waw supply exploration. Category 3 (Fee for each activity is$525) a.) site preparation (for development) beyond Notice of intent scope; d-) each building (for development)including site-, c-) road construction not crossing or driveway; d-) hazardous cleanup; a,) water supply development- Category 4 (Fee for each activity is$7 5): a.) each crossing for devefopment or commercial roam; b.) dam, sluice ay, tidegate (safety)work; c.) tandfills operationlcfosufes; d.) sand and gravel operations; e,) railroad tine construction, f.) bridge; g.) hazardous waste alterations to resource areas; h.) dredgirQ; L) package treatmerd plant and discharge, ).) airport treedearii% kc) sit andfor hazardous material release response actions. Ca gory 6 (Fee is$2 per linear foot; total fee not less than$50 or more than $1,600): a.) worts on docks, piers, revelments, dikes, etc- (coastal or inland). Category 6 (Fee is$1 per linear foot, but not to exceed $100 for activifles.associated with a single family house or$1,000 for all other activities) a-) boundary delineations for Bordering Vegetated Wetlands. v afm�.doC Apptmim 13+fft.711 a+OI Pe4a A of a Massachusetts DePartnrtent of Environmental Protection Bureau of Resotar a Protection - Wetlands WPA Appendix C -, Stormwater Management Form YM assa husetts Wetlands Protection Act M,G-L- - 131, §40 A. Property Information ---- ------------- ----- - Nhen filling out 9. The proposed project is, brms on the Dnlythe e tab use �nEy New development 0 Yes key to move your cursof- [l No do not ase the retorrr key. QQ ROevelopment Ej Yes 7 No Combination El Yes {If yes, dlOrtguish redevelopment components frorn new development components on plans}. Note. No Th[s November the arrow vefsior� r 2. Stormwater runoff to be treated for water quality are [used on l-kich of the following calcuUlons: the torrrkweter Management Form supersedes F1 I inch of runoff x total impervious area of pest-development site for discharge to critical streaks earlier versions (Outstanding Resource haters, recharge areas of public water supplies, shellfish growing areas indu ng those swimming beaches, cold water fisheries), contained irk DEP's 0-5 inches of runoff x total impervious area of post-development site for other resource areas. tonmwater Handbooks, - List all plans and documents(e.g. calculations and additional narrative ) submitted with this four~; Site Plan by M HF Design Consultants, Inc.- -dated 7/2001 Drainage.Calcu€ations..by M HF Design C0r1suitant% Inc. -dated 71 001 B. Stormwater Management Standards DEP's Stormwater Mariagerment Policy (March 1997) includes nine standards that are listed on the following pages. Cher*the appropriate boxes for each standard and provide documentation and additional information when applicable- Standard#1: untreated stormwater 0 The projerA is designed so that new stormwater point discharges do not discharge untreated storm Ater into, or cause eras on toy wetlands and waters. + Massachusetts e artment of Environmental Protec#ion Bureau of Resource Protection -Wettands WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Prote ton Act MJ .L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard#Z: Post—development peak discharges rates 0 Not appllrable—project site contains waxers subject to tidal act an- Post-development peak discharge does not exceed pre-development rates on the site at the point of discharge or downgradlent property boundary for the -yr, d 0-yr, and I00-yr, 24-hr storm. © without stormwatar contra€s ® with stor!'r'rwater controls designed for the 2-yr, and I0-yr stomr 24-hr storrn. ❑ the project as designed v+At#not increase off-site flooding impeds from the 100-yr, 4-hr storm- Standard#3: Recharge to grouladwater Amatint of impervietls area (sq. ft.) to be infiltrated; NA Volume to be recharged is based on, M The following Natural Resources Conservation Service hydrologic soils groups(e.g- A, B, C, D, or €JA) ar any oombination of grps: 100 R °16 or imp"ous area} (llydrorogaG sat l gmup) {°do of rmpervaous area} {Hydrolo ie s 01!group) (9,or IM61E m area) (Hydrofogd group} {96 of srnpeeviaU9 area} rwi �sa (�iy#rofogfe soil rout} Z Site specific pre-dev6laprnent conditions-, 0 0 .--- Recharge rare VofurrEe Describe how there calculations were determined; No inF€trallon is exsting or proposed'- 1)ased on field testing which shows soils to be 3 # n+ious- Llst each BM P or nonstructural memure used to meet Standard#3, (e.g- dry well, inti€tration trench). nfa Does the annual groundwater recharge for the post-development site appro imates the annual recharge from existing site conditions? Yes LJ No Massachusetts Department of Environmental Protection -�, Bureau of Resource Protection - Wetlands ' WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protect€on Act M.G.L. c. 131, §40 - -.-.....n..........- B. stormwater Management Standards (cola.) Standard#f4. 80%TsS Removal N The proposed stormweter management system will remove 80%of the past-development site's average annual Total Suspended Solids (TSS) load. Identify the SUIP's proposed for the project and describe how the 80% T S removal will be achieved. Street swee ing,.Catch Basin Wth deep sump, `bc.wns. eam Deferxdee"' if the project is redevelopment, explain how much 7SS W11 be removed and briefly explain why 80% removal cannot be aohleved. Stendard#6: Higher potential poliutaot loads See Storrnwater Coen the protect site contain land uses with nigher potential pollutant loads Policy Handbook Vol,1, page 1-23, li for land uses of es if yes, describe land uses: high "IMaot ........... _..... . loading ® No Identify the 13MPa selected to treat stormwater runoff- if irfltrat on measures are proposed, describe the pretreatment. (gate-. If the area of Nigher potential pollutant loading is upgradient of a critical area, infiltration is not allowed. Street svm9gM, CBs wl§qqp sumps, ".QownstFeam Defender" Standard#6., Protection of critical areas See stormwater 1lldill the project discharge to or affect a critical area? Pollcy Hamdbcek Vol'. 1, page E-25, Yes if yes, d for critical areas- © a~scrit3e areas; o .............. Massachusetts Dopartnrtent of Environmental Protection Bureau of Resource Protection -Wetlands 7L�, 1 PA App ndix - torn water a a er en Fora Mal ssachusefitsl etlands Protection Act M.G-L 0, 131, §40 —............ _.-- .....................----------- ---------._.....- .......... B. Stormwater Management Standards (coat.) Iden ify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet restdclilons listed on pages 1-27 and 1- 8 of the Stormwater Policy Handbook—Vol. t: Note: oomponents of Standard#7: Redevelopment projects redeveloprent Pra*ls WHO is the proposed activity a redevelopment project plan to deve€ap Previously Yes If yes, the following stormwater management standards have been met: undavelopad areas do not fail _ ............ — Under the scope of Standard 7. The following stormwater standards have not been met for the following reasons' [D The proposed project will reduce the annual pollutant load on the site Wth new or impmved stoTrnwater control. Standard#8, Eroslordscdiment control 0 Erosion and sediment controls art Inoorporsted into the project design to prevent erosion, control sedirnen#5, and stabilize exposed soils during construction or land disturbance- Standard : O#erstioolmailinte€once ptark 2] An operatlon and maintenarioa plan for the post-development stormwater controls have been developed. The plan includes cwneiship of the stormwater BM Ps, parties responsible for iaperabon and maintenance, schedule for inspection and maintenance, routine and long-term maintenance responsibilities, and provislon for appropriate access and maintenance easements extending #corn a public Oght-of-way to the st �rrnwater controls. Incuded herein and in Drainage Report 712001 ..... — --------- Ia iEle E7a€e Site Plan 712001 _ la �kfe Date -- Massachusetts Department of Enviro ruental Protection Bureau of resource Protection -Wetlands LI 1 PAAppendi - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Submittal Requirements €3EP recommends that applicants submit the fom-lF as well as, supporting doommentation and plans, with the Not-ice of lntertt to provide storm water marragernent€nkimation for Commission review consistent with the wetiand regulations( 10 CMR 10.05 (6)(b)) and DEP's Stormwsher Management Palm+ (March 1997)- if a particular stormwater management standard cannot be met, information 6hould be provided to dernonstfate how equiv,-Rent water duality and water quafltity protection will be provided. DEP encourages engineers to use this form to certify that the project meets the storrnwater management standards as well as acceptable engineer€rrg standards. For more information, consult the Starmwater Management Policy- D. Signatures - Appllcartt {- Sin �r� R a �f any) Qa2e �r�r�ature - ............ ..... .. _.__ ..,..-...._..... M.33sachusetts Department of Environmental Protection Bureau of Resource Pmtection -Wetlands r x I PA Appendix D — Areas of Critical Environmental Concern a sachusettsWetlands Protection Act M-G.L. c. 131, �40 A. Guidance - Important: Projects proposed in the communities listed below may be tacated in Areas of Critical Environmental When filling cut Concern {ADECs}, To confi whether the project location is within are AC EC, contact the Conservation faTms on the Commission or the Department of EnvirOnmental Management(DEM) ACED Program- For additional computer, use information or to verify new A EC designations, contact DEM's ACED Program at either: only tie tab key to move 100 Cambddge Street, Room 1404 136 Damon Road your cursor- Boston, MA 02202 Northharn pton, MA G C60 do not use the S17.727.3160 ext. 562 413.586-8705 ext. 21 re urn key- _ B. Towns vi(th AG ECs within their Boundaries IL AO owrw ACE Name Town A E Name Barnstable Sandy Neckl&rnstatA@ Harbor Mansfield Canoe liver Aquifer Bolton Central Nashua River Malley Mashpee waquoit Bay Boston Rumney Marshes Melrose Golden Hi€ls Fowl Meadow and Ponkapoag Bog Milton Fowl Meadow aired P004p009 Ebg Neponset River Estuary Neponset Rives Estuary Bourne Pocasset River ME, Washington Kerner Brook Watershed, Herring Fiver Watershed sabenah Break Bourne Sack liver Newbury Parker Rvw/Ei sex Say Braintree Grant rry Brook Watershed Noftn FEockornod Swamp Brewster Pieasarit.Bay, Inner Cape Cod Say Canoe River Aquifer Bridgewater. Floolwmock Swamp Norwood FaW MeaWw and ftiakapo P*g Carton Fowl Meadow and Ponkapoag Bag Orleans inner Cape Cod Say, Pleasant Easy Cha lharn pleasant aay Peru Frinsdale Fiats Watershed Cohasset Weir River Pl Mouth F€etfing River WatarshK Dalton Hinsdale Flats Watershed Elllsvi€le Karbor Dedham Fowl Meadow and Ponkapoeg Bog owncy Neponset River Estuary Erasth; rm Inner Cape Cod Say Randolph FaM Meadow and Ponkapoag Bog el€fleet Harbor Raynham Hocko=4*Swamp Easton Cianae River AgOfsr Revere R=ney Marshes l-lockwock Swamp Rovdey Parker Riverf sex Bay Egrernont Kafner brook Watarshed SandAch Sandy NeddBarnstabfe Harbor Essex Parker NverfF=ssex BaY Saugus Rumnevy Wrshes,Golden hills Falmouth WaqvoR Bay Sharon Canoe River Aquifer Foxbwough Oaime River Aquifer FoW Meadow and Ponkapoag Bog Gloucester Parker RlvedEssex Say ShefWd Schersob Brow Harvard Central Nashua River Valley StoftOdge Kam poosa Bog Drain2age Basin Harwich Pleasant Say Taunton Wader4C& arV r)oellUr+°Wfer Hingborn Weir Diver,Weymouth Sack River Truro Welifleet Harbor Hinsdale Hinsdale flats Watershed Wakefield Golden Hills I folbroak Cranbarfy Rmok Watershed WssNngton Hinsdale Flats Watershed hopkinlon Westborough Cedar Swamp welflteet WeAffeet Harbor Hull Weir River W.Bridgewater Hockornock 5�+rarnp 1psvAch Parker RlverlEssex 13ay Westborough Westborough Cedar Sump Lancaster Central Nashua River Valley Weshvoad Fowl Meadow and PonMpnag Bog Lee Kam poosa Sag Drainage Basin Weyfnuutl} Weymwlh Back Rarer i_eomMster Central Niash7 Ja Diver Valley Winthrop Rurmney Marshes Lynn Rumney Marshes wpAame3.dac•,appentlieU•row.7AHM reg� 7 FART ES S l-Trif P 1 k r P IRO PE 1 EIS _ AL ' - r lij ' 1L -- .... --- r*r LI ligill � o r � 110- job "D s I f ' d of Apse f a Avid or AFFI A.VIT OF SERVICE Under the Massachusetts Wetlands Protection Act f, Andrew S ava- .ovats, hereby certify tinder the pairs and penalties o fpejaryf that on Aug, 3, 2001, 1 gave notification to abxitters in compt4me with the scoond paragraph of Massachusetts antmal Laws Chapter 131, Section 40, and tlje DE Guide to A.buiter Notification elated April 8, 1994, in connection with the following matter: A Notice of Intent fled under the lassacla e s Welland s Protection Act.by Seven Hills foundation with the N.Andover onservatiop omtr�scion on Aug. 3, 2001 for the property located on Rt. 114, The form of the notification, and a list of the abutters to whom it was given aAd their addresses, are attached to this Affidavit of Service. Date Name ABUTTER NOTIFICATION: ATION UNDER THE MASSACHUSETTS WETLAND PROTECTION ACT In accordance, with the Massachusetts Czelieral Law% Chapter 13 1, section 40, you are hereby notified or the following: The applicant - Seven Ills l~owidation - has ffled a Notice of Ineent with the Conservation Commission for the municipality of N.Andover, NIA, for work relating to the conWucttion of au office building orr Rt. 114 Tax Map I07A, Lot 148). Copies of the Notice o_f latent may be exarnincd at the N.Andover Conservation Con ission during their available hours. A. public hearing is to be held as directed by tlxc Conservation C'ornmi�,sion on Aug. 15, 2001. The exact tithe and location will be available from the Conumission.and will also be published in a local newspaper at least 2 days prior to the he€►ripg dale. For more information, contact the onm�ssioft at (978) 688-95 30. You may also contact the applicants representative - NW Design Consultants, Inc, - at ( 03) 8 3-0720 for more information. You may also contact the Department of Environmental Protection regional office, at: Northeast Region - 205 Lowell St., Wilmington, MA, (978) 61-7 00. tiBlqppoR # %�. 40000/ SALE& J°HO si BERRY ALEM TURNPIKE 11 POAM Ad A LOCATION MAP (NOT TO ISLE) 4 Y+i 4;3 I = :: ..a°-$ 5 '. ,x -s: ':'\zv,:1,,, "` •';- L_:-4Y t.is' ' '4;:" /%. $yam I y} f '. {•+ :�I,..� yt y J ..4..M1 lk t i:= ,. , - •�x'"',„� '••" _: k .rys3;:wt�s''•' % ° .�..�7' i� .�..`5 .1. .i :" r FFF {' , 1 - :_ :: _ v - __ •;. ��'" +� qp. * + III y .. f: :rit.♦�� r^� :k. :r r 1}�['3, "fit '}' ':J : ,. �G,...Jk..h-'.:'<}¢.�.Y iM1� h.s'_ % ry`. '-. }:$ '{ tF* ::i - t tF':4' ';.. .5. k 3 %, .'... '.V,"- ... �� ,�'Y' ��c+..x.*.- '. , I . ;% 9. ^._ : ,µ:' ,, s > .. k 44 .,k ' k .. Y'.. '.f F f N. ,?., f i >�' +Tr' T. �.k�% %Lam k.. % % t. :y --IQ {�f . 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