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HomeMy WebLinkAboutApplication - 105 BONNY LANE 7/2/2009 Sullivan Engineering Group, LLC Civil Engineers&Land Development Consultants June 30, 2009 ^' -i ca i Town of North Andover Planning Board v° i c/o Judith Tymon-Town Planner s r r n 1600 Osgood Street North Andover,MA 01845 Re: Watershed Special Permit Application 1,1 105 Bonny Lane, North Andover R' Ms. Tymon; On behalf of the owner/applicant, Eugene Saragnese, I am submitting an application to the Planning Board for a Watershed Special Permit for the above referenced site. The applicant is requesting a waiver from the outside consultant review and fee for this project. I would request,based on the small building additions,minimal site grading changes, and the simplicity of the proposed drywell design that the North Andover DPW provide the review for this project. Enclosed for your review are the following items: 1) A completed Application for Watershed Special Permit. 2) A check for$100.00 payable to the Town of North Andover(a copy of the check is provided as well) 3) A certified abutter's list 4) Engineering calculations for sizing the proposed drywell 5) A Proposed Site Development Plan for#105 Bonny Lane prepared by Sullivan Engineering Group, LLC scale 1"--20', dated June 30, 2009. 6) Two (2) sheets by Laine Jones Design showing the proposed front building elevation and the first floor layout for the proposed dwelling. If you should have any questions or require additional information please feel free to contact me. Very Truly Y2\ , r 'Ja'& Sullivan, P.E. Attachments(as noted) 22 Mount Vernon Road - Boxford,Massachusetts 01921 - (978)352-7871-Phone - 978 352-7871 -Fax Print Form µDRYk 044,,0.. 46'17,6 4, °,4reo 0.‘,4f3 41 4SACHUSt PLANNING DEPARTMENT Community Development Division Special Permit— Watershed Permit Application Please type or print clearly. 1.Petitioner:Eugene+Anne Saragnese Petitioner's Address: 105 Bonny Lane North Andover, MA 01845 Telephone number:978-289-7868 2.Owners of the Land:(Same as Petitioner) Address: 105 Bonny Lane North Andover, MA 01845 Number of years of ownership:Less than 1 year(purchased on 6/15/2009) 3.Year lot was created: 10/23/1979 4. Is the lot currently on septic or sewer? Siva If on sewer,please provide date the sewer connection was completed: 12-6-2000 5.Description of Proposed Project: The petitioner is proposing to raze the existing dwelling structure. The existing foundation will be re-utilized to construct a new dwelling with some small footprint additions as noted on the design plan. The additions and the increase in driveway area will be mitigated by the installation of a drywell and porous pavement. 6.Description of Premises:Tax Map 62 Parcel 52-58,892 s.f. parcel with existing dwelling 7.Address of Property Being Affected: 105 Bonny Lane Zoning District: R-1 Assessors Map:62 Lot#:52 Registry of Deeds:Book#: 11642 Page#:258 8.Existing Lot: Lot Area(Sq.Ft): 58,892 Building Height:2 story Street Frontage: 150 feet Side Setbacks:48.7'(L) 50.6'(R) Front Setback: 107.3' Rear Setback: 187'+/- Floor Area Ratio:N/A Lot Coverage:N/A 9.Proposed Lot(if applicable): Lot Area(Sq.Ft):58,892 Building Height:<35 feet Street Frontage: 150 feet Side Setbacks:48.7'(L) 37.7'(R) Page 1 of 2 1600 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com Edited 8/6/07 Front Setback: 107.3' Rear Setback: 179'+/- Floor Area Ratio:n/a Lot Coverage:n/a 10.Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft):87,120 Building Height:35 Street Frontage: 175 Side Setbacks:30 Front Setback:30 Rear Setback:30 Floor Area Ratio: N/A Lot Coverage: N/A 11.Existing Building(if applicable): Ground Floor(Sq.Ft.): #of Floors:2 Total Sq.Ft.:2368 Height:2 Stones Use:Residential Type of Construction:Wood Frame 12. :Proposed Building: 9 Ground Floor(Sq.Ft.): #of Floors:2 Total Sq.Ft.3537 Height:2 Stones Use: Residential Type of Construction:Wood Frame 13.Has there been a previous application for a Special Permit from the Planning Board on these premises?No If so,when and for what type of construction? 14.Section of Zoning Bylaw that Special Permit Is Being Requested Section 4.136 15.Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form, which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this application as incomplete. Petitioner's Signature: `/. Print or type name here:Euge S ra ese Owner's Signature: Print or type name here:Eugen Sa agnese documents you will be attaching to this application. 16.Please list title of plans and docu g Pp p Y Written Document in support of Special Permit Request Proposed Site Development Plan by Sullivan Engineering Group, LLC scale: 1"=20'dated 6/30/Q19 Architectural plans(2 sheets)by Laine Jones Design HydroCAD calculation to support drywell sizing Page 2 of 2 1600 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com Edited 8/6/07 Sullivan Engineering Group, LLC Civil Engineers c&Land Development Consultants WATERSHED SPECIAL PERMIT 105 BONNY LANE, NORTH ANDOVER To: North Andover Planning Board From: Jack Sullivan,P.E. 71:Al Date: June 30,2009 Subject: 105 Bonny Lane,North Andover—Written Support for Project Planning Board Members; •- .:, ..:.;;.• orrielLary is prepared on behalf of the owner/applicant,Eugene Saragnese, in support of razing jr:-; .. ,,• e • - • - • 111 • •1`11 . I. _, _._. v :f. -•le• dwe •: • I `are. This project will also involve the instaljation o porous pave 11 `'1 :' . .3.11 l 11 e exis• 1 g •1 ' • .y,minor site grading changes,installation of drainage infrastructure to promote recharge, and construction of a deck in the Watershed Protection District. The following items as outlined in the Watershed Special Permit requirements are listed below(responses to required items are in italic); 1. Encouraging the most appropriate use of land This site is zoned residential and the proposed site development items listed above are appropriate for this parcel. The proposed site work was designed to provide minimum disturbance to the existing site. 2. Preventing overcrowding of land The proposed additions and extension of the patio are small in nature and will overcrowd the land 3. Conserving the value of land and buildings. The proposed site development will enhance surrounding building and land values, while being aesthetically pleasing. The building additions will be mutually beneficial to the applicant as well as the abutters. 4. Lessening congestion of traffic This project will not increase traffic congestion, since there will be no increase in the number of vehicles or vehicle trips. 5. Preventing undue concentration of population There will be no population change as the result of this project. It will remain a single family residence and there will be no addition to the current number of residents in the premises. 6. Providing adequate light and air There will be no adverse impact to current background air and light levels. 7. Reducing the hazards from fire and other danger. There will be no increase in hazard levels from fire or other dangers. The proposed additions will be accessible to fire fighting equipment and the additions will meet Building Code requirements in providing smoke detectors. 22 Mount Vernon Road — Boxford,Massachusetts 01921 — (978)352-7871-Phone — 978 352-7871 -Fax • - 8. Assisting in the economical provision of transportation,water, sewerage,schools,parks, and other public facilities. This project will not impact the above noted public facilities and/or utilities. There will be not be a negative impact to the economics of any public utility. 9. Controlling the use of bodies of water,including watercourses; This project will not have a negative impact on present uses of the Lake or tributaries thereto. 10. Reducing the probability of losses resulting from floods; The applicant is proposing to install drainage infrastructure, including piping and a 500 Gallon Drywell, to collect all runoff associated with the roof areas of the proposed additions. The drainage infrastructure is designed to handle the 100 year storm eventl will serve to mitigate any potential stormwater runoffproblems from the proposed addition. 11. Reserving and increasing the amenities of the Town This project will increase the amenities of the Town through an improvement to the property and additional tax revenue due to new construction assessment. The Planning Board, in reviewing this application,will note that all the threshold requirements for granting the Special Permit are met and/or exceeded. Further written documentation is provided below(responses to required items are in italics) 1. Written certification by a Registered Professional Engineer,or other scientist educated in and possessing extensive experience in the science of hydrology and hydrogeology,stating that there will not be any significant degradation of the quality or quantity or water in or entering Lake Cochichewick. The proposed site work described in this letter will not have a negative impact to the surrounding watershed There will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick The proposed drywell will serve to collect stormwater runoff and provide a means of recharging the groundwater table. The drywell, in addition to the minimal site grading changes, will serve to promote mitigation measures to protect runofffrom entering surrounding wetland areas which ultimately discharge to the Lake. 2. Proof that there is no reasonable alternative location outside the Non-Disturbance and/or Non-Discharge Buffer Zones,whichever is applicable,for any discharge, structure,or activity,associated with the proposed use to occur. Based on the site topography, restrictive wetland buffer zones, existing building layout, and zoning setback requirements there is no alternative location that would work for this property. 3. Evidence of approval by the Mass.DEP of any industrial waster water treatment or disposal system or any waste water treatment of system 15,000 GPD capacity. This item does not apply to this site. 4. Evidence that all on-site operations including,but not limited to,construction,waste water disposal, fertilizer applications,and septic systems will not create concentrations of Nitrogen in groundwater,greater than the Federal limit at the downgradient property boundary. This site is connected to the Town of North Andover municipal sewerage system. Construction activity will not increase background Nitrogen levels in the groundwater. 5. Projections of downgradient concentrations of nitrogen,phosphorus and other relevant chemicals at property boundaries and other locations deemed pertinent by the SPGA. There will be no downgradient concentration of the above referenced chemicals due to the proposed site development conditions as defined 22 Mount Vernon Road — Boxford,Massachusetts 01921 — (978)352-7871-Phone — 978 352-7871 -Fax Prop. Addi ions (Roof Area A4, A5, & A6) 1R 4" PVC oof Drain A 500 Gallon Drywell w/ 24" Stone Surrounding Reach Drainage Diagram for 105 Bonny Lane,North Andover %,i Prepared by Sullivan Engineering Group, LLC 7/1/2009 HydroCAD®7.00 s/n 001433 ®1986-2003 Applied Microcomputer Systems 105 Bonny Lane, North Andover Type III 24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 2 HydroCAD®7.00 s/n 001433 © 1986-2003 Applied Microcomputer Systems 7/1/2009 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Prop. Additions (Roof Area A4, A5, &A6) Runoff Area=784 sf Runoff Depth=5.69" Tc=6.0 min CN=98 Runoff=0.11 cfs 372 cf Reach 1R: 4" PVC Roof Drain Peak Depth=0.17' Max Vel=2.6 fps Inflow=0.11 cfs 372 cf D=4.0" n=0.011 L=50.0' S=0.0100 '/' Capacity=0.22 cfs Outflow=0.11 cfs 372 cf Pond 1P: 500 Gallon Drywell wl 24" Stone Surro Peak Elev=122.65' Storage=155 cf Inflow=0.11 cfs 372 cf Outflow=0.01 cfs 323 cf Total Runoff Area= 784 sf Runoff Volume= 372 cf Average Runoff Depth = 5.69" 105 Bonny Lane, North Andover Type III 24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 3 HydroCAD®7.00 s/n 001433 © 1986-2003 Applied Microcomputer Systems 7/1/2009 Subcatchment 1S: Prop. Additions (Roof Area A4, A5, & A6) Runoff = 0.11 cfs @ 12.09 hrs, Volume= 372 cf, Depth= 5.69" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100 yr Rainfall=6.40" Area (sf) CN Description 784 98 Roof Areas of Proposed Additions Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, From Roof Subcatchment 1S: Prop. Additions (Roof Area A4, A5, & A6) Hydrograph 0 12- ■Runoff 0.115' Type III 24-hr 100 yr 0.105 0.095: Rainfall=6.40" 0.09= 0.085= Runoff Area=784 sf 0.08 0.075; Runoff Volume=372 cf 10.07= ° .067 0 Runoff Depth=5.69" 0 0.055- 0.05= Tc=6.0 min 0.045= CN=98 0.035= 0.031 0.025= 0.02= 0.015= 0.01 0.005 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 105 Bonny Lane, North Andover Type III 24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 4 HydroCAD®7.00 s/n 001433 © 1986-2003 Applied Microcomputer Systems 7/1/2009 Reach 1R: 4" PVC Roof Drain Inflow Area = 784 sf, Inflow Depth = 5.69" for 100 yr event Inflow = 0.11 cfs @ 12.09 hrs, Volume= 372 cf Outflow = 0.11 cfs @ 12.10 hrs, Volume= 372 cf, Atten= 1%, Lag= 0.5 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity= 2.6 fps, Min. Travel Time= 0.3 min Avg. Velocity = 1.0 fps, Avg. Travel Time= 0.8 min Peak Depth= 0.17' @ 12.09 hrs Capacity at bank full= 0.22 cfs Inlet Invert= 123.25', Outlet Invert= 122.75' 4.0" Diameter Pipe n= 0.011 Length= 50.0' Slope= 0.0100 '/' Reach 1R: 4" PVC Roof Drain Hydrograph ■Inflow 0.12' JO Outflow Inflow Area=784 sf 0.11: 01054 Peak Depth=0.17' 0.095 Max VeI=2.6 fps 0.0851 0.083 D=4.0" 0.075; 0.07 x0.065= n=0.011 0.06; LL 0.055, L=50.0' 0.05 0.451 S=0.0100 '/' Capacity=0.22 cfs 0.03= 0.025 0.024 0.015= 0.01 0.0054 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 105 Bonny Lane, North Andover Type III 24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 5 HydroCAD®7.00 s/n 001433 © 1986-2003 Applied Microcomputer Systems 7/1/2009 Pond 1P: 500 Gallon Drywell w/ 24" Stone Surrounding Field Percolation Rate of Soil = 7 MPI A factor of safety of 3x was used for the design rate Therefore, design rate of 21 MPI used for exfiltration rate. Inflow Area = 784 sf, Inflow Depth = 5.69" for 100 yr event Inflow = 0.11 cfs @ 12.10 hrs, Volume= 372 cf Outflow = 0.01 cfs @ 10.95 hrs, Volume= 323 cf, Atten= 93%, Lag= 0.0 min Discarded = 0.01 cfs @ 10.95 hrs, Volume= 323 cf Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 122.65' @ 13.38 hrs Surf.Area= 100 sf Storage= 155 cf Plug-Flow detention time= 147.9 min calculated for 323 cf(87% of inflow) Center-of-Mass det. time= 106.6 min ( 841.4- 734.8 ) # Invert Avail.Storage Storage Description 1 119.50' 133 cf 10.00'W x 10.00'L x 4.00'H Prismatoid 400 cf Overall -67 cf Embedded = 333 cf x 40.0% Voids 2 120.50' 67 cf 5.33'D x 3.00'H Vertical Cone/Cylinder Inside#1 200 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.004629 fpm Exfiltration over entire Surface area piscarded OutFlow Max=0.01 cfs @ 10.95 hrs HW=119.54' (Free Discharge) T-1=Exfiltration (Exfiltration Controls 0.01 cfs) . . 105 Bonny Lane, North Andover Type 11124-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 6 HydroCAD®7.00 s/n 001433 © 1986-2003 Applied Microcomputer Systems 7/1/2009 Pond 1P: 500 Gallon Drywell w/ 24" Stone Surrounding Hydrograph •Inflow II 0.12; U Discarded Inflow Area=784 sf 0.105- °.095= Peak EIev=122.65' 0.09; °005; Storage=155 cf 0.075= w 0.07' 0.065; 3 0.06, j 2 0.055; LL 0.05= 0.045 0.04° 0.035= 0.03; 0.025= 0.02'_ 0.0151. 0.01' 0.005= 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) r BIT.CONa SOILS INF RMATION: 20•DIA INSPECTION COVER LEGEND. SLOPE(SEE=_ POROUS PAVEMENT �PM$mw�abm B, `-`-•'�'3----EOL TNO f770T CONTWR A7NI a STA'LMW R P.E.GSE CM 6/291bP 'C. UTILITY POLE 0 SEMFR MANHOLE '+� ca REV..-Atli vfCownw d'T. BI7CAYFLOUS C-4' /K10¢IMN A 7S 10)R 3 9 EXIS77NG SUBGRADE MATERIAL u rs/s 1 did, Cave CcwL7dEiE (ALL EXISTING TOPSOIL&SUBSOIL TO BE REMOVED) no$a romm OIA'R1ED EDP EDGE Of PATE IE)V7 NOTE THE MATERNAL USED FOR THE POROUS PAVEMENT E_AaW a aT mow ELEV-NP0- DM0 TEST PlT SHALL CONFORM TO MASS HIGHWAY SPECIFICATION ArMOCAM W&W:f6 EPf 9QF 9'-!P M3.11.03 FOR OPEN-GRADED FRICTION COURSE —IMID PROP ROLN'DRAIN (4-SM 40 PVL S-aOf ELW) POROUS PAVEMENT—SECTION: N PROPOSED ADDIMW FLIER FABRIC MRM NON PLAN NEW (100)— PROPOSED CONTOUR W ENCLOW MW FAaUTY —PMS— PROPOSED WATER SERVICE(T-TYPE K OCV+PER) / 4' `// t,. '�' '? •••. �' r: 6' 717P TOP ELEY-12400' WATERSHED SPECIAL PERMIT TOWN OF NORTH ANDOVER 4 O' �o Qo Qo �i , 4'aA INLET PLANNING BOARD Mry ETE7-lzvs' 0 1 24 SHEA 0 0 0 0 0 LAKE 1i DRAIN HOLES 4' TO 1.5'TAPERED COCHICHEWICK WAS--TO 1 T/r SECTION NEW °�'"„�0 WASHED STONE 26' Z AWL ITEH ND. WEIGHT DATE 500 GALLON W- V �7FASWAL NNW OROUPIDWAME 3'S ACKABLE DV-3SS 2 00811 aEV-moo, TEOI wA7ER uNE w ,I, ,• A _1�. PRECAST CONCRETE DRYWELL — 500 GALLON TEMPORARY BENCHMARK CHART• L=193 t PER 1scD rn PLAN aF DONNY LANE NOT TO SCALE 7BM#f DESCR/P770N Q CB 1704 1 l LOT AREA ti PEC-/AL PERMIT CRITERIA FOR EXPANSION: 56,892 S.F.t 1+ ^�`�' \ PER SECnON 4.126(3X7 OF THE ZONING BYLAW •� IN THE NON-DISTURBANCE BUFFER ZONE CCNSTRUC71ON OF t ANY ACCESSORY STRUCTURE OR EXPANSION OF ANY EXISTING STRUCTURE BY LESS THAN FIFTY(50)PERCENT OF THE GROSS FLOOR AREA OF THE COSTING PRIMARY STRUCTURE IS LESS THAN 2500 SF.. EXISTING CONDITIONS: G.F.A'OF EXISTING HOUSE/DECK/PORCH: 2368 SFt MAX.SOX EXPANSION: 1,184 SF.. `\tt TOTAL ALLOWABLE G.F.A 3,552 SF.t 179't PROPOSED CONDITIONS `'.....___._...�� G.F.A.OF EXISTING HOUSE 2,148 SF.t ..175 t PROP.ADDITIONS: 1,389 SF.t TOTAL C.F.A. 3,537 SF.t ,4 V 3,537 S.F.<3,552 S.F. MICH MEETS CRITERIA FOR EXPANSION l VAIN SPECIAL PERMIT APPROVAL 150'BUFFER ZONE— FROM HIGH WATER MARK _ ::u- l r• 1 OF LAKE FED 4 f � �MggK IMPERVIOUS AREA CALCULATIONS,' jARE11 .. • ; EXISTING CONDITIONS: PROPOSED CONDIrnONS: HOUSE: 2146 S.Ft HOUSE(INCLUDING ADDITIONS): 3,248 S.F.t !• - r' -A*,` b h., �, S PORCH: 140 SF.t FRONT WALKWAY 200 3.F.1 : FRONT ROOF OVERHANG: 240 SF..* �'-".-.fa2 N2 DRIVEWAY: 2185 SF.t- _ IX OEM 4 PCYtON 1 s ,_ .1 .� aA, FRONT WAIJCWAY 370 S,F.t 7011E RAZED TANG { , t DRIVEWAY 2185 SF_t 'POROUS PAVEMENT EXCLUDED �ZRA3A. 2 SDyp A'� y' C M f�'j arc TOTAL 5,OB3 SF.t TOTAL: 5,633 SF.t / /. E CoySTlM1CRD ov IX E AOMro ¢I-N / u.r' SLL EIEVA1kW-IJI.Y 101 = N Z< _..., ° /f .°1 i •,1 PROPOSED CONDITIONS EXCEED EXISTING CONanONS 8Y,• 550 SF,* 39. ROOF AREA OF ADDITION A4,AS A,A6(TOTAL 784 S.F.t)TO BE >:� b ; J 2 CAR 1•, ` �'a�r PROP.DRrIVYt RECHARGED..-TNEREFORE THERE IS AN EFFECTIVE REDUCTION OF IMPERVIOUS Z ,/ �• o.M�/ GARAGE 1.^� �A ��pp��py AREA OF 234 SF.t FOR THIS PROJECT. €x RGDF AREA - 1 ' NO17S Ex as'WDE AVOK WALKWAY ,. '�;,y 3)>j ..> 1. THE 70POGRAPHY,S7E DETAIL A•SURFACE APROVEMENTS DEPICTED 250'NON-DISTURBANCE— ,...� %y �. —y- FIFREON WERE OBTAINED FROM A PMnAL FIELD SfXtt£Y CxWDUC7ED LMI ZONE FROM LAKE MAY 26,2009 TTY SFUJVAN ENOW£ERMO CROUP,LLa 2 7HE LMIS PROPERTY DEPICTED IS LOCATED M ZONING DISTRICT R1. ADq IX 97: A�pj`f `."X^,.... I FRQU TB,gNOE .1 7W L�Q4PROPERTY/ s 1EARCEL 52 ON THE am= / coma 4 771E LOCAnAV ALL TMIDEROPOIIND URUilES SHOW ARE APPROVAfATE ' DMVE WAY i�h� Lr5rMiG WAUR SFRwCS ro AND ARE BASED WON A PARTIAL FIELD SURVEY AND oCWHU7ION OF • - \ ilif;i" `w_-- IX/E-40VMD SE VFCE PLANS OF RECD THE DEDW ENGAQ•.7 R DOES NOT W4RRANTY NOR ti.a�l��• .-'Q TO AVOID HAV NG TTE SERVCE GUARANTEE 7HE LOCATION OF ALL unia's DLP/C7m OR NOT DEPICTED. fMM1 L 14ZR 7HE PROPOSED 77EE CONIRACTO@ PRIOR TO COMMENCEMENT A'CONSTRUCROM,SHALL l OARAM SLAB. MWY 7FE LOCAROV OF ALL u71U77E5 AND GDwACT(vG SAFE AT _ PROPOSED DNIEWAY EXPANSION 1-886-344-72 5 (166 SF.3)m DE CONSTRUCTED S RIS PLAN DOES NOT SHOW ANY UNRECORDED OR U 08MI'7M EASSWVIS 107.3' / .SA, C aF Pp101/$PAIEY6NT(SEE=AIL) CB 50M EXIST AAFPARENT u TTTE T HOWEVER.IM yy. FFii DOES NOT CONSIZIM A GUARANTEE MAT NO SUCH EASEMENIS EXIST. 07 ry _ ___ -T "� 4'Y/ _ & ME ELEVATIONS DD*CIED REASON MERE RASED UPON THE 1929 NOW DARAL 7. 7HE LATEST PROPERTY is Norr LLoCCAmE WYNN A FLOW ZONE AS DVW7ED ON TIE �Y woOND RECORD OWNERS' 3?5. ASSESSORS MAP 62 PARCEL 52 .,\• 1 *0•/ _ ZONE FROM 870 870 GREAT POND R AD • y '._ NORTH ANDOVER,MA 07845 Y�*77 � ZONING INFORMATION: ^t ZONING DISTR/CT R-T WATERSHED PROTEC71CN DISIRICT 8O� \ a d MIN. BUILDING SETBACKS FRONT: 30 FEET \', a SIDE: 30 FEET ' REAR : 30 FEET \ LOT INFORMATION: \ g THIS LOT WAS CREATED PRIOR TO OCTOBER 24, 1994. OF MASS \ #105 BONNY LANE P RESERVED FOR REGISTRY USE s� JOHN D. 9CyG� �' ,\ \ SITE DEVELOPANNT PL OF LAND LOCATED lY go SULLNAN IIt ��, \ NORTH ANDOVER, MASSACHUSETTS C1ViL y \ (ESSEX COUNTY) No.49 596 \ PREPARED FOR �.QO 50r GENE SAAAGNESE �SS(ONAL�NG \ SCALE.• 1'- 20" DATE.•JUNE 30, 2009 PREPARED BY SULLIVAN ENGINEERING GROUP, LLC GRAPHIC SCALE Z2 YOUMf VERNON ROAD SCALEV 1-20' REVISIONS BOXPORA IfA 0T921 FEET ZO 0 10 20 40 1 (978)352-•7871 Sf= No. 1 OF 1