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2 PARADISE RD, 539 LORING AVE - PLANNING (3) i 2 Pofadise I LXXMuni �v� 1 :17i1C 20.fciG( 1e iA I I' CITY OF SALEM PLANNING BOARD Z8I6 DEC 22 P 4: gam_ L'IiYCLERK LF SALEM.Iy�SS: Site Plan Review Decision December 22, 2016 On Thursday, October 20, 2016, the Planning Board of the City of Salem opened a Public Hearing for a Site Plan Review in accordance with the Salem Zoning Ordinance Section 9.5 for the site located at 2 Paradise Road and 539 Loring Avenue (Map 21, Lots 231 and 232) for demolition of the existing structure at 539 Loring Avenue, expansion of the Vesuvius Restaurant kitchen, and construction of a new street level, caf&style restaurant and second floor office space. The Public Hearing was continued to November 3, 2016; December 1, 2016; and December 15, 2016. The public hearing was closed at the regularly scheduled meeting of the Planning Board held on December 15, 2016, and the Board, based upon the plans submitted and evidence presented at the public hearings, voted by a vote of 9 (nine) in favor (Chair Ben Anderson, Vice Chair Matt Veno, Helen Sides, Carole Hamilton, Kirt Rieder, Bill Griset, Noah Koretz, Dale Yale,Tony Mataragas) and none (0) opposed, to approve the application of the 2 PARADISE RD, LLC for a Site Plan Review, subject to the following conditions: 1. Conformance with the Plan a. Work shall conform with the set of plans entitled, "Site Plan Review for Building Addition to ' Vesuvius Restaurant," Civil Sheets C-1 through C-5, D-1 through D-3, prepared by Griffin { Engineering Group, LLC dated September 27, 2016, revised November 30, 2016; and plans entitled, "C66 Vesuvius Plaza," Sheets A-I through A-2, prepared by Silverwatch Architects, I LLC dated January 15, 2016,revised November 24, 2016. Ei 2. Amendments i a. Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. Maintenance of all landscaping on the site shall be the responsibility of the Applicant, its successors or assigns, and any tree or shrub that does not survive shall be replaced. b. �Fanal_completed-landscaping-shall,be-done-in-accordance-with the-approved-plans-and-shall-bex subject torapproval-by-the-City Planner,for consistency with such plan,prior to the issuance of a Certificate of Occupancy#,, 4. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. 1 "ti t b,—After-installation,'lighting'shall•be reviewed'by'theCity Planner, prior to 676 ss nce of a Certificateancy. 5. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. 6. Board of Health a. All Board of Health requirements shall be strictly adhered to. b. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. c. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site certifies that soil and ground water on the entire site meets the DEP standards for the proposed use. d. The developer shall adhere to a drainage plan as approved by the City Engineer. e. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. f. The developer shall maintain the area free from rodents throughout construction. g. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. h. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. i. The Fire Department must approve the plan regarding access for fire fighting. j. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A)above the ambient levels measured at the property line. k. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 1. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in an environmentally sound manner as described to the Board of Health. m. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. n. The developer shall install grease traps, to contain grease in gray water, prior to it entering the city sewer system in developments with 10 or more units and in compliance with the requirements of the City Engineer. o. Salem sits in a Radon Zone 1 and the risk of radon entering buildings is extremely high. Therefore,the installation of radon mitigation systems is required. 2 7. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. 8. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 9. Utilities a. Underground utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. Water meter sizing calculations from the licensed plumber shall be submitted to the City Engineer with a listing of fixture for review and approval by the City Engineer. 10.City Engineer a. All work shall comply with the requirements of the City Engineer. b. Prior to issuance of a demolition permit from the City, the applicant shall cut and cap all existing utilities at the main following the requirement from the Engineering Department. i. The existing water meter and reading devise from 539 Loring Avenue shall be returned to the Engineering Department after the water service is abandoned. c. Prior to issuance of a building permit from the City, the applicant shall submit a plan showing the location of the new water meter in the building. The new water service for the building shall be 1"or 1.5" d:Pnai to issuance of a certificate of._occupancy-the applicant shall complete one day Worth-of cleaning.and-=video inspection of the sewer.,system and the drain system in the`locati ns directed--,by'.the-City-Engineer. 'Copies-of the videos and logs shall be submitted--to the Engineermg:;Department. Any deficiency identified in any system, shall be corrected'by the applicant;at the applicant's expense, to the satisfaction of the Engineering Department. e. A building inspection-and dye testing program shall be completed to confirm the sewer and an + rpotentidrain from the existing building are connected to the correct system in the City street. This-inspection shall be scheduled with the city consultant directly and result of this inspection and testing shall be submitted to the Engineering Department prior to the issuance of building f. The applicant shall coordinate with the City Engineer to review any service piping that extends to the street encountered during construction of the foundation and/or site work that were not shown in the site utility plan. Existing utility services encountered onsite that have not been abandoned shall be discontinued in accordance with the City of Salem Engineering Department requirements,prior to building permit issuance. 11. Clerk of the Works a. A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as it is deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, which requires oversight by licensed engineered and architects. Accordingly it is the understanding of the Board, the City Planner and the Applicant that the Clerk of the Works is expected to oversee and review all civil/site improvements related to the project located within the public way, including all utility connections to publicly owned infrastructure. It is also 3 mutually understood that the expense associated with the Clerk of the Works shall be for a reasonable number of hours and at a customary rate of service. 12.Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. ii. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. iii. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. V. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. vi. All construction vehicles left overnight at the site must be located completely on the site. vii. All construction will occur on site; no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the City Planner prior to construction. f E viii. Any roadways, driveways, or sidewalks damaged during construction shall be restored l to their original condition by the applicant. 13. As-built Plans a.�+As=built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and.6gineering Departme_nt_prior to.the_issuance of the final Certificate of Occupancy. b. The As-Built plans shall be submitted to the City Engineer m electronic file format suitable fors the City's use and approved by the City Engineer, prior to the issuance of the final=Geitificate of Occupancy. r .w ._.... c. A—completed=tie=card;a blankcopy (available at the Engineering Department) and-a certification signed and stamped by the design engineer,stating that the work was completed ind snbstantial-oomplianoe with'the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy; as well as, any subsequent requirements by-- , City Engineerf___ -... .. 14.Violations a. Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. 4 I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Ben J.Anderson Chairman t 5 `J�s�v(US Nc71-tLi�.. CITY OF SALEM PLANNING BOARD City of Salem FILE # Planning Board CITY GLERH;SALEM:MASS. Will hold a public hearing for all persons interested in the application of 2 PARADISE RD. LLC for a Site Plan Review in accordance with Sec. 9.4 Site Plan Review of the Salem Zoning Ordinance for a proposed addition to the existing Vesuvius Restaurant building. The project will include demolition of the existing structure at 539 Loring Avenue, expansion of the Vesuvius Restaurant kitchen, and construction of a new street level, cafe-style restaurant and second floor office space at 2 PARADISE ROAD and 539 LORING AVE (Map 21 Lots 231 and 232) The public hearing will be held on Thursday, October 20, 2016 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of theapplication and plans are on file and available for review during normal business hours at the Department of Planning & CommunityDevelopment, Third Floor, 120 Washington Street o P gt , Salem,MA. Ben Anderson, Chair Planning Board Salem News: October 6,2016 and October 13,2016 This notice posted on "Official Bulletin Board" City Hall, Salem, Mass. on 5t lr,, W/ day Its at 5 .�1 7-^ in accordance with MGL Chap. 30A, Sections 18-25. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 , PHONE 975.619.5685 FAX 978.740.0404 . www.SALEM.com AFFIDAVIT OF SERVICE City of Salem provision M.G.L.,Chapter 39, Section 23D. (A City Councilor,board,or commission member,to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L., Chapter 39 Section 23D,I, hereby certify under the pains painss and penalties of perjury that I have examined all evidence pertaining to��nn2 I Ar1v IW p Igin9 �hich was distributed at the single missed session on Wt• 21Di 2—du ,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. Name I Date "�;X Nov NO AFFIDAVIT OF SERVICE City of Salem provision M.G.L., Chapter 39,Section 23D. (A City Councilor,board,or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) i Per the City of Salem provision M.G.L.,Chapter 39 Section 23D, I, &ien Sde-. hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining GS,) t_or-* n..e to �� Z Pafmw Ohich was distributed at the single missed session on OP—LQAA-¢0At- l i 201 ,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. � � ( 15 b Named � '�"""�, Date I I� SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 ti JOHN R. SERAFINI. SR. 9,5NE JOHN E.DARLING 97a, 0212 JOSEPH C. CORRENTI FACSI; ILE KRISTIN E.KOLICK 976-741-4663 November 16, 2016 Ben Anderson, Chairman City of Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Re: 2 Paradise Rd. LLC Application for Site Plan Review 2 Paradise Road and 539 Loring Avenue Dear Chair Anderson: On behalf of the Applicant, 2 Paradise Rd. LLC, I hereby request allowance to continue the hearing date for the above Application from November 17, 2016 until the Board's next regularly scheduled meeting on December 1, 2016. 2 Paradise Rd. LLC By its Attorney, Joseph C. Correnti JCC:dl cc: client AFFIDAVIT OF SERVICE City of Salem provision M.G.L., Chapter 39,Section 23D. (A City Councilor,board,or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L., Chapter 39 Section 23D, I, CAS 'b\-e ttKml 1 U \ hereby certify under the ,painss angd penalties of perjury that I have examined all evidence pertaining to � Pa�ALIISe IW Lw ,p I fin, AV5hich was distributed at the single missed session on lM• ZDI Za V ,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. 7 Name Date CITY OF SALEM PLANNING BOARD Notice of Decision At a meeting of City of Salem Planning Board held on Thursday, December 15, 2016 at 7:00pm at 120 Washington St., Salem, MA,the Planning Board voted on the following items: A public hearing to consider the application of 2 PARADISE RD, LLC for a Site Plan Review in accordance with Salem Zoning Ordinance Section 9.5 for the property located at 2 Paradise Road and 539 Loring Avenue (Map 21, Lots 231 and 232). Specifically, the application proposed the demolition of the existing structure at 539 Loring Avenue, expansion of the Vesuvius Restaurant kitchen, and construction of a new street level, caf6-style restaurant and second floor office space. Decision: Approved with Conditions Filed with the City Clerk on December 22, 2016 This notice is being sent in compliance with the Massachusetts General Laws, Chapter 40A, Sections 9 & 15 and does not require action by the recipient.Appeals, if any, shall be made pursuant to Chapter 40A, Section 17, and shall be filed witbin 20 days from the date which the decision was filed witb the City Clerk 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • PHONE 978.619.5685 FAx 978.740.0404 • wwwsALEM.com Parcel ID:21-0231-0 Parcel ID:20-0002-0 Parcel ID:20-0004-0 2 PARADISE RD.LLC LAGER HOLDINGS,LLC SELPAN INC 3 ROCKAWAY AVENUE C/O NANCY LAGER C/O ALLIANCE ENERGY CORP MARBLEHEAD, MA 01945 320 RIVERSIDE DR#11E 15 EAST INDUSTRIAL ROAD NEW YORK, NY 10025 BRANFORD, CT 06405 Parcel ID:20-0005-0 Parcel ID:20-0006-0 Parcel ID:21-0001-0 LN HOLDINGS, LLC NEW CREEK If LLC FREEDMAN GEORGE S 320 RIVERSIDE DR SUITE 11 E C/O KIMCO REALTY CORP FREEDMAN ALEGRIA G NEW YORK, NY 10025 3333 NEW HYDE PK RD STE 100 564 LORING AVE NEW HYDE PARK, NY 11042-0020 SALEM, MA 01970 Parcel ID:21-0002-0 Parcel ID:21-0003-0 Parcel ID:21-0004-0 560 LORING AVE INC FREDDURA SANTO S VILLAGE SHOPS LLC 560 LORING AVE ROSEANNE C/O CENTERCORP RETAIL SALEM, MA 01970 159 MCKAY ST 600 LORING AVE BEVERLY, MA 01915 SALEM, MA 01970 Parcel ID:21-0005-801 Parcel ID:21-0005-802 Parcel ID:21-0005-803 SOMERSET DAVID G DEMBA ILYA B ROGERS ADA JEAN 6 LORING HILLS AVE UA1 DEMBA OLEKSANDRA 6 LORING HILLS AVE UA3 SALEM, MA 01970 6 LORING HILLS AVE UA2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-804 Parcel ID:21-0005-805 Parcel ID:21-0005-806 DAVID R.MARSILIA ROBERT L.BRADLEY GORNYARKADYB CUTRELL LYNDA HARRIS REALTY TRUST GORNY VICTORIA 6 LORING HILLS AVE UA4 85 EXCHANGE STREET 4th FL 6 LORING HILLS AVE UB1 SALEM, MA 01970 LYNN, MA 01901 SALEM, MA 01970 Parcel ID:21-0005-807 Parcel ID:21-0005-808 Parcel ID:21-0005-809 JACOBS EUNICE NATAUPSKY GERALD L FRIDMAN IGOR VALERYEVICH 6 LORING HILLS AVE U-B2 NATAUPSKY SUSAN E 6 LORING HILLS AVE U134 SALEM, MA 01970 6 LORING HILLS AVE U-133 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:21-0005-810 Parcel ID:21-0005-811 Parcel ID:21-0005-812 KRAVETS YANA BUGAENCO VLADIMIR MALKIN VLADMIR KRAVETS MAKSIM LEBEDEVA TATIANA MALKIN SOFIYA 6 LORING HILLS AVE UB5 6 LORING HILLS AVE U-C1 6 LORING HILLS AVE UC-2 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-813 Parcel ID:21-0005-814 Parcel ID:21-0005-816 ESPOSITO LILY SOKOLOV IRENE ROGALIN LEV 6 LORING HILLS AVE UC3 6 LORING HILLS AVE UC4 ROGALIN LYDM ILA SALEM, MA 01970 SALEM, MA 01970 6 LORING HILLS AVE U-C6 SALEM,MA 01970 Parcel ID:21-0005-817 Parcel ID:21-0005-818 Parcel ID:21-0005-819 GARCEAU REALTY TRUST THE KAGAN BORIS LAFFY SUZANNE E GARCEAU RENATE A TR KAGAN MARINA A 6 LORING HILLS AVE U-D3 6 LORING HILLS AVE U-D1 6 LORING AVE UD2 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-820 Parcel ID:21-0005-821 Parcel ID:21-0005-822 DUKHANOVA GRIGORIY GROYSMAN ISAAK BARATS YAKOV DUKHANOVA MARINA 6 LORING HILLS AVE UE1 BARATS ILONA 6 LORING HILLS AVE UD4 SALEM, MA 01970 6 LORING HILLS AVE U-E2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-823 Parcel ID:21-0005-824 Parcel - e 1 0005-825 ELAM CHRISTOPHER G RASKIN VIKTOR TSIVIN BORIS ELAM ELIZABETH A 6 LORING HILLS AVE UE4 TSIVIN MARINA 6 LORING HILLS AVE UE3 SALEM, MA 01970 6 LORING HILLS AVE U-F1 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-826 Parcel ID:21-0005-827 Parcel ID:21-0005-828 HENDERSON FLORENCE A RICHARDS JANET L FROMER RICHARD N 6 LORING HILLS AVE U-F2 RICHARDS JAMES A 6 LORING HILLS AVE U-F4 SALEM, MA 01970 6 LORING HILLS AVE U-F3 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-829 Parcel ID:21-0005-830 Parcel ID:21-0005-831 TRUBNIKOVA INNA B ANTONEVICI EVGHENII A ODONNELL ANN M MAZIN ALEKSANDR ANTONEVICI TATIANA 6 LORING HILLS AVE U-G2 6 LORING HILLS AVE UF5 6 LORING HILLS AVE U-G1 SALEM,MA 01970 Salem, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-832 Parcel ID:21-0005-833 Parcel ID:21-0005-834 YUDKOVICHLEONID NAOMI E.ROSENTHAL 2001 KOCHEROVSKY ALEXANDER YUDKOVICH IRINA ROSENTHAL NAOMI E.TR 6 LORING HILLS AVEUHI 6 LORING HILLS AVE UG3 6 LORING HILLS AVE U-G4 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0005-835 Parcel ID:21-0005-836 Parcel ID:21-0005-837 STONE NORMAN W FERULLO JOSEPH A VEYSTER SERGEI STONE LINDA A 6 LORING HILLS AVE UH3 6 LORING HILLS AVE U-1-14 6 LORING HILLS AVE U-1-12 SALEM, MA 01970 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:21-0005-838 Parcel ID:21-0007-0 Parcel ID:21-0008-801 CHERNYAK LISA FREDDURA SANTO S LORING 101 REALTY TRUST GIZITSKY STEVEN PAUL ROSEANNE KALIKOW SON IA M TR 6 LORING HILLS AVE UH5 159 MCKAY STREET 530 LORING AVE U101 SALEM, MA 01970 BEVERLY, MA 01915 SALEM, MA 01970 Parcel ID:21-0008-802 Parcel ID:21-0008-803 Parcel ID:21-0008-804 FAFEL LEONARD 103 NOMINEE TRUST KATZ DAVID L 2 VICTORIA LANE LITMAN DIANE R TR 530 LORING AVE U201 MARBLEHEAD, MA 01945 228 ATLANTIC AVE SALEM, MA 01970 SWAMPSCOTT,MA 01907 Parcel ID:21-0008-805 Parcel ID:21-0008-806 Parcel ID:21-0008-807 HATZIS-VARVOUNIS,LLC FALCON REALTY,LLC ELWOOD REALTY TRUST 530 LORING AVENUE U202 12 ALLEN ROAD LEONARDSON D H SALEM, MA 01970 SWAMPSCOTT, MA 01907 530 LORING AVE U301-301A SALEM, MA 01970 Parcel ID:21-0008-808 - Parcel ID:21-0008-809 Parcel ID:21-0009-0 LORING EMPIRE REALTY LORING EMPIRE REALTY ALIMENTI PROPERTIES, LLC FINER MICHAEL S TR FINER MICHAEL S TR C/O MR JERRYS 115 ATLANTIC AVENUE 115 ATLANTIC AVENUE 483 VINNIN SQUARE SWAMPSCOTT, MA 01907 SWAMPSCOTT, MA 01907-2407 SWAMPSCOTT, MA 01907 Parcel ID:21-0010-0 Parcel ID:21-0012-0 Parcel ID:21-0013-0 DUDLEE REALTY TRUST DUDLEE REALTY TRUST ACKERMAN LINDA R LUNG MELVIN F ET AL TRS LUNG MELVIN F ET AL TRS 30 WILLIAMS STREET 516 LORING AVE 516 LORING AVE BEVERLY, MA 01915 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0017-0 Parcel ID:21-0018-0 Parcel ID:21-0211-0 PIERCE GARY E DUDLEE REALTY TRUST DOUCETTE JOHN 9 OAKVIEW AVE LUNG MELVIN F ET AL TRS 507 LORING AVE SALEM, MA 01970 516 LORING AVE SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0212-0 Parcel ID:21-0222-0 Parcel ID:21-0223-0 TREMBLAY JUDITH R SHEA TAYLOR B SARGENT ARTHUR C III 1 MAPLE AVENUE 10 MAPLE AVENUE SARGENT KATHLEEN M SALEM, MA 01970 SALEM, MA 01970 8 MAPLE AVE SALEM, MA 01970 Parcel ID:21-0224-0 Parcel ID:21-0225-0-- Parcel ID:21-0226-0 LIBERTY SAMUEL A NOONE MONA C FIGULSKI DEBORAH BURBA LIBERTY JANINE M NOONE RICHARD D FIGULSKI WILLIAM B 6 MAPLE AVENUE 4 MAPLE AVENUE 5 ARBORC REST ROAD SALEM, MA 01970 Salem, MA 01970 AMESBURY, MA 01913 Parcel ID:21-0227-0 Parcel ID:21-0228-0 Parcel ID:21-0229-0 SOON WEIHOCK ONE PARADISE ROAD REALTY SARGENT ARTHUR C III PHAM LIEN K ARRIGO JOHN/ARRIGO SARGENT KATHLEEN M 509 LORING AVE 1 PARADISE ROAD 8 MAPLE AVENUE SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:21-0230-0 Parcel ID:21-0232-0 Parcel ID:21-815 JNS REAL EST TRUST THE 2 PARADISE RD., LLC FOX ROSANNE E.DANAHEY 3 ROCKAWAY AVENUE CILIBERTO ELIZABETH C/O METRO CREDIT UNION MARBLEHEAD, MA 01945 6 LORING HILLS AVENUE UC5 200 REVERE BEACH PKWY SALEM, MA 01970 CHELSEA,MA 02150 Easy Peel®Labels _ ♦ Bend alongline to —_ z- -_ - 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Etiyuotle umm da eourcee.w,nsblea FSC Ebquem pmcmdeme de menta,mawnaabl" Rev 05.2 5.12 FSC C007276 Z PAmise P-4 S?- VesUviLAs Depaizi"n{ lcvywyienkS • CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/18/2016 TO: BUILDING COMMISSIONER ( ) CONSERVATION COMM (/)CITY ENGINEER ( ) FIRE PREVENTION O BOARD OF HEALTH O SCHOOL DISTRICT ( ) DISABILITIES COMMISSION ( ) POLICE DEPARTMENT O DEPARTMENT PUBLIC SERVICES O MASS IN MOTION Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and MGL Chapter 41. We would appreciate your completing the form below and returning it to Erin Schaeffer she can be reached by phone at 978-619- 5691 or email at achiancola@Salem.com. O Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Stormwater Management Permit O Waiver from Frontage ( ) Dtive-Through Special Permit O Cluster Development ( ) Planned Unit Development (X Site Plan Review ( ) Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Flood Hazard District Special Permit APPLICANT CONTACT: Joe Correnti (978) 744-0212 PROJECT NAME &ADDRESS: Vesuvius Restaurant: 2 Paradise Rd and 539 Loring Ave CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by November 1st (� CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) ( ) COMMENTS INCLUDED Reviewer's Signature Title Date 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 PHONE 978.619.5685 FAX 978.740.0404 W W W.SALEM.COM CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/18/2016 TO: ( ) BUILDING COMMISSIONER (CONSERVATION COMM ( ) CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH ( ) SCHOOL DISTRICT ( ) DISABILITIES COMMISSION ( ) POLICE DEPARTMENT ( ) DEPARTMENT PUBLIC SERVICES ( ) MASS IN MOTION Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and MGL Chapter 41. We would appreciate your completing the form below and returning it to Erin Schaeffer she can be reached by phone at 978-619- 5691 or email at achiancola@Salem.com. ( ) Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Stormwater Management Permit O Waiver from Frontage ( ) Drive-Through Special Permit ( ) Cluster Development ( ) Planned Unit Development Site Plan Review ( ) Business Park Development District ( ) Wireless Communication Facilities Special Permit ( ) North River Canal Corridor Mixed Use District Special Permit ( ) Flood Hazard District Special Permit APPLICANT CONTACT: Joe Correnti (978) 744-0212 PROJECT NAME &ADDRESS: Vesuvius Restaurant: 2 Paradise Rd and 539 Loring g Ave CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by November 1st O CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (COMMENTS INCLUDED P�•`'a" �S o.-d t �'^ evi s Se a Title Da! 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' PHONE 975.619.5685 FAX 978.740.0404 bVN\4.SALEM.00M r CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/18/2016 TO: ( ) BUILDING COMMISSIONER ( ) CONSERVATION COMM ( ) CITY ENGINEER O FIRE PREVENTION (X ) BOARD OF HEALTH ( ) SCHOOL DISTRICT ( ) DISABILITIES COMMISSION ( ) POLICE DEPARTMENT ( ) DEPARTMENT PUBLIC SERVICES ( ) MASS IN MOTION Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and MGL Chapter 41. We would appreciate your completing the form below and returning it to Erin Schaeffer she can be reached by phone at 978-619- 5691 or email at achiancola@Salem.com. O Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Stormwater Management Permit O Waiver from Frontage ( ) Drive-Through Special Permit O Cluster Development ( ) Planned Unit Development Site PlanReview O Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit O Flood Hazard District Special Permit APPLICANT CONTACT: Joe Correnti (978) 744-0212 PROJECT NAME &ADDRESS: Vesuvius Restaurant: 2 Paradise Rd and 539 Loring Ave CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by November 1st O CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (X ) COMMENTS INCLUDED- Plan review application with supporting documentation has to be provided to BOH Applicant must comply with Board of Health Standard list of conditions 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 PHONE 978.619.5685 - FAX 978.740,0404 W W W.SALEM.COM { Health Agent _10/31/16 Reviewer's Si azure Title Date 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 PHONE 978.619.5685 ' FAX 978.740.0404 W WW.SALEN4.COM pajzadiSe Rd SpR veSuV�\�ks ape►,cq�icM jpjZq_CA flarra};� SERAFINI , DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 978-741-4663 September 28, 2016 VIA HAND DELIVERY RECEIVE ., Tom Daniel, AICP, Director City of Salem SEP 28 2016 Department of Planning and Community Development DEPT. of PLANN)t-tL s 120 Washington Street COMMUNITY DEVELoPMLc I.;r Salem, Massachusetts 01970 Re: 2 Paradise Rd. LLC Applications for Site Plan Review 2 Paradise Road and 539 Loring Avenue Dear Mr. Daniel: Enclosed for filing with the Planning Board please find the following: 1. Two (2) copies of Application for Site Plan Review; 2. Three (3) copies of Site Plan Review Narrative dated September 27, 2016; 3. Three (3) copies of Environmental Impact Statement dated September 27, 2016; 4. Three (3) full size and nine (9) half-size sets of Site Plans and Architectural Plans dated September 28, 2016, prepared by Griffin Engineering Group, LLC; 5. Three (3) copies of Stormwater Management Report dated September, 2016, prepared by Griffin Engineering Group, LLC; 6. Check payable to the City of Salem in the amount of $1,500.00 representing the filing fee; and Page Two 7. Check payable to the Salem News in the amount of $520.00, representing the Legal Notice publication fee, together with Request for Legal Notice. An electronic copy of the entire filing has also been forwarded to your attention. We are pleased to present these plans for the Board's review and approval. V ry trulyp6orrentii os ph C Enclosures cc: client RECEIVE [, SEP 28 2016 CITY OF SALEM DEPT. OF PLANNING a COMMUNITY DEVELOPMENT PLANNING BOARD SEP 20 0 42' 50 CITY OF SALEM FILE APPLICATION FORM CITY CLERK,SALEM,MASS- SITE PLAN REVIEW Location of Property: 2 Paradise Road and 539 Loring Avenue Map& Lot:Map 21, Lots 231 and 232 Owner: 2 Paradise Rd. LLC Applicant: 2 Paradise Rd. LLC c/o Joseph C. Correnti, Esquire Address/PO Box: 3 Rockaway Avenue Address/PO BoxSerafini, Darling & Correnti, LLP City, State,Zip Code Marblehead, MA 0194563 Federal Street City,State,Zip Code: Salem, MA 01970 Telephone: Telephone: (978) 744-0212 I. Project Description: This project is an addition to the existing Vesuvius Restaurant building at 2 Paradise Road. The addition will include a new street'=level, cafe-style restaurant and second floor office space. Zoning District(s): B2 and Entrance Corridor Overlay Square footage of parcel: 18,483+/- s.f Gross Square footage of structure(s): 8.636+/- s.f. Square footage of footprint: 1,853+/- s.f. No. of dwelling units: N/A II. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining two(2) copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36") sets of all plans and drawings and nine(9)half- size(i l"x 17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports,statements,and narratives,and all project plans and drawings,shall be filed in.pdf format with the Planning Board by the applicant. A. Required Narrative: A brief narrative,as requested by the Planning Board addressing the site plan requirements and other appropriate concerns in the following defined categories: 1. Building 2. Parking and loading 3. Traffic flow,circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 4• 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area B. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. C. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer, landscape architect, or other qualified professional,at a scale of 1-40',(or as established by Planning Board) including all requirements as set forth in IIIB of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas,walkways, and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location, type, dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication, water, drainage, sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds, brooks,streams, wetlands, and marshes; 9. Existing and proposed topography of the site,with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer, Board of Health,Fire Prevention Officer and Conservation Commission who may,at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the pet ioner or his s ccessor in title to alleviate the effects of same. Par d' LLC By: iglu a pli ant Signature of Owner(attached consent letter is also acceptable) oseph GForrenti, Esquire S tember 27, 2016 ate Date FEE PAID: CITY OF SALEM PLANNING BOARD 20fb SEP 28 15 2: 50 CITY OF SALEM FILE # APPLICATION FORM CITY CLERK, SALEM.MASS. SITE PLAN REVIEW Location of Property: 2 Paradise Road and 539 Loring Avenue Map& Lot:Map 21, Lots 231 and 232 Owner: 2 Paradise Rd. LLC Applicant: 2 Paradise Rd. LLC c/o Joseph C. Correnti, Esquire Address/PO Box: 3 Rockaway Avenue Address/PO BoxSerafini, Darling & Correnti, LLP City,State,Zip Code:Marblehead, MA 01945 City,State,Zip Code: 63 Federal Street Salem, MA 01970 Telephone: Telephone: (978) 744-0212 1. Proiect Description: This project is an addition to the existing Vesuvius Restaurant building at 2 Paradise Road. The addition will include a new streettlevel, cafe—style restaurant and second floor office space. Zoning District(s): B2 and Eng rance Corridor Overlay Square footage of parcel: 18,483+/— s.f Gross Square footage of structure(s): 8,636+/— s.f. Square footage of footprint: 1,853+/— s.f. No.of dwelling units: NIA II. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining two(2) copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half- size(l 1"x 17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports,statements,and narratives,and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant. A. Required Narrative: A brief narrative,as requested by the Planning Board addressing the site plan requirements and other appropriate concerns in the following defined categories: 1. Building 2. Parking and loading 3. Traffic flow,circulation and traffic impact 4. External I ighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area B. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. C. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer, landscape architect,or other qualified professional, at a scale of I"=40',(or as established by Planning Board)including all requirements as set forth in 111B of the Salem Subdivision Regulations and the following: I. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas,loading areas,walkways,and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location,type,dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication,water, drainage, sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks,streams,wetlands, and marshes; 9. Existing and proposed topography of the site,with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer, Board of Health,Fire Prevention Officer and Conservation Commission who may,at their discretion, investigate the application and report in writing their recommendation to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the pet ioner or his s ccessor in title to alleviate the effects of same. Par d LLC By: ig gtoe pl' ant Signature of Owner(attached consent letter is also acceptable) osep�r Rrrenti, Esquire S ptember 27, 2016 ate Date FEE PAID: l Project Narrative i:RE In Support of SE�EiV r 281016 Site Plan Review Application QMMU1- OFPLA fV Y UEVECO'zfs From: 2 Paradise Road, LLC For Site Redevelopment at: 2 Paradise Road and 539 Loring Avenue Introduction The project involves redevelopment of an approximately 8,500 square foot parcel of land located off of Loring Avenue in the Business Highway district and Entrance Corridor Overlay district. The redevelopment plans include demolishing an existing dilapidated single-family dwelling at 539 Loring Avenue and constructing a commercial building addition to the existing restaurant building at 2 Paradise Road. Also included are the construction of a new parking area and landscaping throughout the 539 Loring Avenue parcel. The site is made up of two adjacent parcels of land: 1. 2 Paradise Road. This parcel is approximately 0.23 acre in size. The parcel is used for the Vesuvius Pizza restaurant. The building was constructed in approximately 1969. A paved parking area surrounds the building. There are two existing curb cuts to this parcel; one off Loring Avenue and the other off Paradise Road. 2. 539 Loring Avenue. This parcel is approximately 0.19-acre in size. The parcel is developed with a single-family dwelling with associated driveway and walkways. The site is dilapidated and contains mostly overgrown tall grass and low shrubs. The project is located approximately 300-ft north of the Swampscott/Salem town 2 Paradise Road,LLC Page 1 of 4 September 27,2016 line on the south side of the Loring Avenue and Paradise Road intersection. The site is bordered by commercial properties to the south, Loring Avenue to the west, Paradise Road to the east and Loring Avenue and Paradise Road intersection to the north. The City of Salem FEMA flood zone map indicates that the proposed site will be located within Zone "X", which is an area determined to be outside the 0.2% annual chance floodplain. 1. Buildings The project proposes construction of an approximately 1,850 square-foot addition to the existing restaurant building located on 2 Paradise Road property. The proposed building addition will generally consists of wood-frame construction with concrete foundation. The 14.0-ft by 24.3-ft one-story portion of the addition will become part of the existing building and used by "Vesuvius Pizza". The 28-ft by 54-ft two-story portion of the addition will be used for commercial offices on the upper level and a dessert/coffee shop on the lower level. The building additions will have a full basement foundations utilized as storage. The existing dilapidated residence at 539 Loring Avenue will be removed. 2. Parking & Loading The two parking areas will provide thirty (30) spaces, which exceeds the minimum parking spaces (22 spaces) required by the Zoning Bylaw for restaurant and office uses for this site (see calculation on sheet C-3). Thirteen (13) spaces are proposed in the new parking area on 539 Loring Avenue site and seventeen (17) spaces exist in the existing parking area on 2 Paradise Road site. There are two existing entrances to the "Vesuvius Pizza" parking area; one off Loring Avenue and the other off Paradise Road. These two entrances are outside the work area and will remain. There is one proposed curb-cut for the new parking area located off Loring Avenue. This curb-cut will allow traffic to both enter and exit the site. Handicap accessible parking spaces are provided adjacent to the buildings. 3. Traffic Flow and Circulation The proposed parking area entrance is off Loring Avenue at approximately the same location as the existing driveway. The proposed driveway opening and parking aisle widths are 24-ft wide for two-way traffic allowing traffic to both enter and exit the site and ensure adequate emergency vehicle access. No work is proposed to the existing parking area on 2 Paradise Road parcel. 2 Paradise Road,LLC Page 2 of 4 September 27,2016 4. External Lighting Site lighting for the proposed parking area will be provided by a standard 18-foot pole with shoe-box style light fixtures and wall mounted pack lights. The light fixtures will include lenses that direct the "throw" of light to minimize off-site dispersion and shielding where appropriate. Lamps in the lighting fixtures will be energy-efficient LED. No new lights are proposed for the existing parking area. 5. Landscaping and Screening Screening is provided around the site perimeter for the benefit of abutting property owners, using fencing and landscaping. Plant beds are provided along the front foundations of the proposed building, with lawn provided in the larger open areas. Six deciduous trees are proposed throughout the site to provide seasonal color and shading. The proposed landscaping and screening will significantly improve existing conditions at the site. All landscaped areas will be properly maintained through the property owner. 6. Utilities Existing utility connections in Loring Avenue will be re-used wherever practical. The existing 4-inch diameter sewer service will be replaced with a 6-inch diameter service in the same trench. The existing %-inch diameter copper water service will be replaced with a 1 '/<-inch diameter copper water service. The proposed addition will be equipped with fire-suppression sprinklers and a modern alarm system. Therefore, a new 4-inch fire protection line will be installed. Natural gas will be used for heating and cooking. A new stormwater management facility will-be installed at the site, connecting to an existing municipal drain in Loring Avenue. 7. Snow Removal Adequate snow storage is provided at key locations adjacent to the parking lots, as shown on Sheet C-5. Should on-site snow storage capacity prove to be inadequate, snow will be removed from the site. 8. Natural Area Protection and Enhancement The site has been thoroughly disturbed by previously activities at the site. The proposed project will not disturb any natural areas. The proposed project is consistent with other growth plans of the City because it rehabilitates an abandoned and dilapidated site along a main entrance corridor 2 Paradise Road, LLC Page 3 of 4 September 27,2016 (Loring Avenue). 9. Topography and Maintenance The topography of the site is fairly flat, with only approximately 3 feet of grade change across the site. Site grades will be adjusted as needed to provide drainage and to accommodate reasonable walkway slopes. No large retaining walls or structures are required for the grading plan. The flat, well landscaped site will be simple to maintain. The property owner will oversee contracts for site maintenance. 10.Compatibility of Architecture with Surrounding Area. The exterior of the proposed building additions will match the color and stucco exterior of the existing "Vesuvius Pizza" building. The 28-ft by 54-ft addition will be two-stories with a flat roof. Refer to drawings by Silverwatch Architects, LLC of Windham, N.H. for additional architectural information. 2 Paradise Road, LLC Page 4 of 4 September 27,2016 Environmental Impact Statement In Support of "ECE�/Vr_ Site Plan Review Application.EP SEP e8 2016 COMMuNOT F PLA Yp NN NG E From: V ELOpMeNT 2 Paradise Road, LLC For Site Redevelopment at: 2 Paradise Road and 539 Loring Avenue Introduction This Environmental Impact Statement discusses the proposed project in response to the topics presented in Appendix A of the Salem Subdivision Regulations. For convenience, the topics are discussed in the order presented in the regulations. In the text below, italics are the topic as provided in the regulations with responses following. 1.0 Natural Environment • Air. 1.1.a Describe possible sources and duration of significant amounts of odors, smoke and dust. Response: There are no known sources of significant odors or smoke anticipated with the proposed project. Dust may be generated during the construction process, but will be minimized as outlined in 1.1.b. Food service establishments such as proposed here necessarily create odors during cooking, but these are typically not at all objectionable. 1.1.b Describe precaution to be taken to eliminate or minimize the adverse environmental effects of the smoke, dust or odors generated. Response: Dust generated during construction will be minimized by the application of water and calcium chloride to travelled portions of the site. Construction-phase dust control will depend on weather conditions and the construction activities ongoing at the time. Page 1 of 16 539 Loring Ave. & 2 Paradise Rd September 27, 2016 1.1.c Describe the relationship of the location of the subdivision and prevailing wind patterns to nearby residences, businesses, recreation area, and other public areas. Response: Long term meteorological records suggest that prevailing winds are generally from the northwest during winter months and from the west-southwest during the summer months. Downwind properties in the winter and summer months support primarily commercial land uses. The proposed commercial uses at this site are unlikely to create odorous or noxious conditions that could migrate downwind. 1.1.d If incineration of refuse is proposed for the subdivision, describe the effects resultant emissions will have on air quality in the area. Include proof that the incinerator complies with the latest local and state standards. Response: Standard commercial refuse and recyclables collection will be employed at the site. The refuse and recyclables hauler will be required to bring these materials to permitted solid waste handling or disposal facilities. 1.2 Land 1.2.a Describe the existing general physical conditions of the site, including existing use, general topography, unusual geologic formations and soils, and how the project will effect these features. Response: The proposed site at 2 Paradise Road and 539 Loring Avenue is bordered by commercial properties to the south, Loring Avenue to the west, Paradise Road to the east and Loring Avenue and Paradise Road intersection to the north. The subject property is approximately 0.42 acres in size and consists of relatively level terrain. The site slopes west to east towards Paradise Road where the lowest point lies at approximately elevation 41 feet. The City of Salem FEMA flood zone map indicates that the proposed site will be located within Zone "X", which is determined to be outside the 0.2% annual chance floodplain (i.e. outside the FEMA 500-year flood zone). There are currently two (2) existing buildings on the properties with associated paved driveway and parking areas. The existing commercial building on the 2 Paradise Road parcel is occupied by "Vesuvius Pizza". The residential building on the 539 Loring Avenue parcel is a wood-framed single-family residence that will be torn down. The United States Department of Agriculture Natural Resources Conservation Service Soil Survey characterizes the soil as Urban Land, which indicates that the soils have been significantly altered or obscured by urban works and Page 2 of 16 539 Loring Ave.& 2 Paradise Rd September 27, 2016 structures. The entire site has been disturbed. Test pits conducted during September show that the site consists of gravely, loamy sand. The estimated seasonal high groundwater table (ESHWT) is greater than 110-inches below existing grade. 1.2.b Describe any limitations on proposed project caused by subsurface soil and water conditions, and methods to be used to overcome them. Response: Due to the past developments of the site, most of the near surface soils at the site have been disturbed. Conventional construction techniques in general appear applicable. 1.2.c Describe procedures and findings of percolation tests conducted on the site. Response: Percolation tests are not applicable to this project, which will be connected to an existing municipal sewer in Loring Avenue. 1.2.d Describe the types and amounts of land which will be permanently affected by construction of the subdivision. Response: All of the land on the site has been previously disturbed. Approximately half the site, 0.20 acres, will be redeveloped through the proposed project. 1.2.e Describe proposed rough grading plans. Response: As noted above, site topography is approximately level, with only approximately three feet of grade change across the site. Site grades will be adjusted as needed to provide drainage and to accommodate reasonable walkway slopes. No large retaining walls or structures are required for the grading plan. See Sheet C-4 in the drawing set provides the grading and drainage plan. 1.21 Describe location and extent of existing marshes, wetlands, or seasonal wet areas and any proposed alteration. Response: There are no marshes, wetlands or seasonal wet areas on or adjacent to the project site. 1.3 Water and Wetlands 1.3.a Evaluate how and to what extent the project will affect the quality and quantity of any existing or potential public or private water supply, including watersheds, reservoirs and groundwater. Page 3 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 Response: Due to the commercial development in this portion of Salem, this site and the immediately surrounding area have no potential use as a public or private water supply. Therefore, site redevelopment will not impact existing or potential water supplies. The proposed project design includes a modern stormwater management system designed to conform to the Massachusetts Stormwater Management Guidelines. Stormwater runoff from the parking lot on 539 Loring Avenue will be treated prior to discharge into the Salem drainage system. A portion of the treated stormwater and roof runoff will be captured and directed to an infiltration field which will recharge groundwater. 1.3.b Describe the methods to be used during construction to control erosion and sedimentation and siltation including use of sediment basins and type of mulching, matting, or temporary vegetation; approximate size and location of land to be cleared at any given time and length of time to exposure; covering of soil stockpiles; and other control methods used. Evaluate effectiveness of proposed methods on the site and on the surrounding areas. Response: A comprehensive erosion control program will be undertaken during construction. Haybales and silt fence will be installed along the downgradient edge of the proposed work area. A construction entrance will be installed at the Loring Avenue entrance and maintained until the pavement binder course is installed. Silt sacks will be installed in existing catch basins.downgradient of the proposed construction. Approximately half the site, 0.20 acres, will be redeveloped through the proposed project. To help prevent off-site erosion, disturbed areas will be seeded and mulched as soon as practicable. Proposed slopes steeper than 3H:1V shall be stabilized with erosion control matting and seeded. Temporary stockpiles of existing on-site soil materials will be created during construction. Stockpiles will be encircled with erosion control barriers and covered as necessary. Additional earth materials received during construction are expected to be installed upon delivery. 1.3.c Describe the permanent methods to be used to control erosion and sedimentation. Include description of: 1.3.c.1 - any areas subject to flooding or ponding; Response: FEMA FIRM Flood maps shows that the site lies in Zone "X", which is determined to be outside the 0.2% annual change floodplain. The site will be stabilized by bituminous pavement or landscaping and thereby protected from potential erosion. Page 4 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 1.3.c.2 -proposed surface drainage system; Response: All paved surfaces within the redevelopment portion of the site (539 Loring Avenue) will be directed into a catch basin equipped with 4-foot deep- sump and hood to prevent sediments, oils, and trash from discharging into the infiltration field and Salem drainage system. One subsurface infiltration field is proposed to manage stormwater runoff and to provide recharge as required by the Massachusetts Stormwater Management Guidelines. 1.3.c.3 -proposed land grading and permanent vegetation cover; Response: The proposed topography will be as shown on the project Grading and Drainage Plan (Sheet C-4). Re-graded areas will be stabilized as soon as practicable with a well-vegetated grass surface, hard surfaces (eg. pavement, sidewalks, patio pavers), or landscaped planting beds. 1.3.c.4 - methods to be used to protect existing vegetation; Response: Due to location and previous uses, the site contains very little mature vegetation. The site at 539 Loring Avenue is dilapidated and contains mostly overgrown tall grass and low shrubs. Most existing vegetation will be removed. 1.3.c.5- the relationship of the development to the topography; Response: The proposed development requires only slight re-grading. All areas disturbed during construction will be stabilized with vegetation or finish surfaces as soon as practicable. Any slope steeper than 3HAV shall be stabilized with erosion control matting and seeded. 1.3.c.6- any existing or proposed alterations of shorelines, marshes or seasonal wet areas; Response: None. 1.3.c.7- any existing or proposed flood control or wetland easements; Response: None. 1.3.c.8 - estimated increase of peak runoff caused by altered surface conditions, and methods to be used to return water to the soils. Response: Drainage calculations are being submitted to the City under separate cover. The calculations demonstrate that the proposed project will not increase peak runoff rates, as required by the Massachusetts Stormwater Management Handbook. The site drainage system includes an infiltration field to recharge groundwater and dampen peak runoff rates. Page 5 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 1.3.d Discuss the probability that the project will increase pollution or turbidity levels within receiving waterway and the precautions to be taken to minimize the effects. Response: The project includes a modern stormwater management system that meets Massachusetts Stormwater Management Standards. 1.3.e Discuss the project's effect on the waterway's aquatic biota and use as habitats. Response: For similar reasons to those described directly above, the project is not expected to have a significant effect on the aquatic biota aquatic habitats. 1.31 Discuss the project's effects on groundwater quality and supply and efforts to recharge groundwater supplies. Response: An infiltration field will be installed at the southwest corner of the site to provide groundwater recharge. 1.3.g Discuss what effect the project will have on increasing the incidence of flooding, including areas outside the subdivision. Response: The proposed project will not increase the incidence of flooding through the installation of a modern stormwater management system, which includes on-site stormwater detention to dampen peak runoff rates. 1.3.h Discuss the effect of the proposed sewerage disposal methods on surface and groundwater supplies and quality. Response: No impacts to surface water or groundwater supplies from the proposed sewerage system are expected. Sewage will be conveyed through sealed pipes and structures to the existing municipal sewer system in Loring Avenue. 1.4 Energy 1.4.a Describe the types and increased quantity of energy required to serve the needs of the project residents. Response: The estimated annual power consumption of the proposed redevelopment is approximately 0.9 MMBTU. 1.4.b Indicate what the sources of this energy will be. Response: Natural gas will be used for heating. Electricity will be used for lights, appliances, and cooling. Adequate utilities are available adjacent to the site. Page 6 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 1.5 Noise 1.5.a Describe the time, duration and types of noises generated by the project, both during and after construction. Response: During the construction phase, construction activities will conform to the Salem noise control ordinance (8:00 a.m. to 5:00 p.m. unless otherwise approved). Typical noise levels associated with the construction equipment are anticipated. Generally, soil conditions suggest that blasting will not be necessary, so use of that construction technique during this project should be minimal. During the operational phase, the site will be a typical office and restaurant development; noise levels are not expected to be significant. 1.5.b Discuss what effect these noises will have on both humans and wildlife. Response: During the construction phase, OSHA noise level requirements will be satisfied in the work zones. Construction activities will create noise levels noticeable to humans and wildlife. However, as noted above, the noise levels are expected to be typical of commercial construction projects, and will be temporary. The noise associated with the project post-construction is not expected to be significant. 1.5.c Describe the controls which will be used to eliminate or minimize the effects of these noises. Response: Construction noise will be controlled by 1) the use of mufflers on all construction equipment, 2) providing temporary power to the worksite so gas powered generators are not required, and 3) limiting the work hours as noted above. 1.6 Local Flora and Fauna 1.6.a Discuss the project's effects on land-based ecosystems, such as the indigenous wildlife, stream bank cover, and vegetal or wooded growth. Response: The project will redevelop land that has been substantially altered by previous activities at the site. The existing land surfaces are degraded and urban; Wildlife activity at the site is minimal. 1.6.b Describe proposed types and amounts of vegetative cover. Page 7 of 16 539 Loring Ave. &2 Paradise Rd September 27,2016 Response: All cleared and disturbed areas, except buildings and hardscape surfaces, are to be covered with planting beds or loam and seed. Various plants will be planted around the site. Trees will be planted around the site. Lawn area will provide outdoor seating for customers. 1.6.c Discuss the existence of rare or endangered plant, wildlife or fish species in the project area. Response: There are no known rare or endangered plant, wildlife or fish species in the project area. 2.0 Man-Made Environment 2.1 Land use 2.1.a Describe how the proposed project conforms with the growth plans for the area and the city in general. Response: The proposed project conforms to other growth plans of the City because it rehabilitates an abandoned and dilapidated site along a main entrance corridor (Loring Avenue). 2.1.b Describe land uses adjacent to the project. Response: To the west of the proposed site is Loring Avenue, to the east is Paradise Road and a commercial building (bank), to the north is Loring Avenue and Paradise Road intersection, and to the south is a funeral home parking area and building. 2,1.c Describe any existing or proposed public or common recreational or open areas within the subdivision. Response: The proposed site plan provides lawn areas for outdoor seating for the new dessert/coffee use. These areas are intended for patrons only. 2.1.d Discuss the site's proximity to transportation, shopping, educational facilities, recreational facilities, etc. Response: Public Transportation — 300 feet to public bus stop Shopping — 150 feet Various Shops; Educational Facilities — Salem High School (2.7 mi.); Collins Middle School (2.7 mi.); Witchcraft Heights Elementary School (3.7 mi.); Salem Public Library (02.8 mi.); and Salem State University (1.8 mi). Page 8 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 Recreational Facilities — Forest River Conservation Area (1.4 mi.), Tedesco Country Club (0.4 mi.) 2.2 Density 2.2.a Provide a tabulation of proposed buildings by type, size (number of bedrooms, floor area), ground coverage, and a summary showing the percentage of the tract to be occupied by buildings, parking and other paved vehicular areas, and usable open space. Response: Table 2.2: Summary of Site Development Description / Location: 2 Paradise Road, 539 Loring Avenue Land Use: Commercial Number of Buildings: 2 Number of Uses: 3 Total Lot Area: 0.42 acres Pavement Coverage: 63%± Open Space: 18%± Building Coverage: 19%± ------------------------------------------------------------------------------ Buildin #1 2 Paradise Road Use: Restaurant "Vesuvius Pizza" Number of Stories: 1 Building Footprint: 2,070± sf Gross Floor Area: 4,100± sf (including basement ------------------------------- ---------------------------------------------- Building #2 539 Loring Avenue Use : Office / Dessert & Coffee Number of Stories: 2 Building Footprint: 1,512± sf Gross Floor Area: 4,536± sf includin basement 2.3 Zoning 2.3.a Indicate the zoning designations for the site and adjacent areas. Page 9 of 16 539 Loring Ave. & 2 Paradise Rd September 27, 2016 Response: Site: -Business Highway District (B2) -Entrance Corridor Overlay (ECOD) Adjacent Areas: -Business Highway District (B2) - Business Neighborhood (61) -Multi-family (R3) -Residential One Family (R1) 2.4 Architecture 2.4.a Describe the architectural and landscaping techniques which will be used to blend the structures with the surrounding area. Response: The new 14.0-ft by 24.3-ft one-story addition to the existing "Vesuvius Pizza" building will match the exterior of the existing building. The proposed two- story 28-ft by 54-ft addition will be colonial-style architecture, blending in with the surrounding structures. 2.4.b Discuss the heights of the structures in relation to the surrounding area. Response: The project includes construction of a two-story wood-framed building. The surrounding commercial buildings are of comparable height. 2.4.c Discuss the project's visual impact and possible interference with natural views. Response: The project will significantly improve the appearance of the dilapidated site at 539 Loring Avenue, which was been underutilized for many years. The proposed buildings will not interfere with any scenic views. The associated landscaping will provide year-round color. 2.4.d Describe type of construction building materials used, location of common areas, location and type of service facilities (laundry, trash, garbage disposal). Response : The proposed building addition will generally consists of wood-frame or light-gauge metal framed construction with concrete foundation. The existing dilapidated residence at 539 Loring Avenue will be removed. The parking area will be bituminous concrete. Dumpsters will be provided at the south corner of the lot. Common areas at the site will be used for parking, refuse disposal, outdoor seating, and open space. 2.5 Historic Buildings Historical Sites and Archeological Sites 2.5.a Indicate location and significance of any historic buildings or sites on or adjacent to the project. Page 10 of 16 539 Loring Ave. &2 Paradise Rd September 27,2016 Response: Neither 539 Loring Avenue or 2 Paradise Road are marked as historically significant by the MACRIS database. 3.0 Public Facilities 3.1 Water Supply, Flow, Pressure and Distribution. 3.1.a Describe the groundwater and/or surface water supply to be used. Response: Municipal water will be used. Salem obtains water from surface water supplies (Wenham Lake & Ipswich River). 3.1.b Discuss the demands of the project for consumption and fire protection. Response: Assuming full occupancy of the residential buildings, the design demand flow for water consumption is estimated to be approximately 1,200 gallons per day. The peak demand for fire protection for the building is estimated to be approximately 1,500 gallons per minute. The buildings will be equipped with fire suppression sprinklers and hard-wired fire alarm systems. 3.2 Sanitary Sewerage Connection, Distribution and Facilities. 3.2.a Discuss the quantity and type of sewage which will be generated by the project. Response: The estimated maximum-day domestic sewage generation is approximately 1,200 gallons/day. 2 Describe h method of sewage which will be generated b the project. 3. .b Desc bete t s 5 g Y p l Response: Commercial sanitary sewage; Primary uses will be Dessert/Coffee shop and office. 3.3 Storm Drainage Facilities 3.3.a Describe where connection to the City system is proposed. Response: The proposed stormwater management system will connect to the existingSalem drainage system in Lorin Avenue. 9 Y 9 3.4 Disposition of Stormwater 3.4.a Indicate the location of all proposed outfalls. Response: No new outfalls are proposed. The site stormwater system will connect to the municipal drainage system in Loring Avenue. Page 11 of 16 539 Loring Ave.&2 Paradise Rd September 27,2016 3.4.b Describe the effect of the outfalls and their discharge on the receiving waters, i.e., increased flows, pollution etc. Response: The proposed project will treat stormwater prior to discharge, and thereby will improve receiving water quality and lessen pollutant discharges from the site. Proposed stormwater discharge rates will be similar to existing conditions. 3.4.c. Discuss the quantity of stormwater to be discharged. Response: The pre- and post-development volumes of stormwater runoff from the project site are provided with the drainage calculations which are being provided to the City under separate cover. 3.5 Refuse Disposal 3.5.a. Estimate the quantity and types of refuse that will be generated by the subdivision. Response: Assuming full occupancy, approximately 1.8 tons of refuse and recyclables will be generated per week. Refuse will include general waste and food waste (including grease). Recyclables include cardboard boxes, paper, glass bottles, aluminum cans, and plastic bottles and containers. 3.5.b Describe the proposed methods of refuse disposal. Response: A dumpster and recyclables storage area will be provided in the south corner of the site adjacent to the new parking area. An existing grease trap is located within the existing building. Refuse will be removed off-site once or twice per week, recyclables will be removed weekly, and grease trap is pumped once or twice per month. 3.6 Traffic Facilities 3.6.a Discuss future vehicular circulation patterns including number and types of vehicles. Response: There are two existing entrances to the "Vesuvius Pizza" parking area; one off Loring Avenue and the other off Paradise Road. These two entrances are outside the work area and are to remain. There is one proposed entrance to 539 Loring Avenue site located on Loring Avenue. This entrance will allow traffic to both enter and exit the site and give access to convenient parking. 3.6.b Describe the proposed pedestrian circulation pattern. Page 12 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 Response: Sidewalks exist along Loring Avenue and Paradise Road to provide efficient access to the building and parking areas. 3.6.c Discuss the location and number of parking spaces proposed. Response: A total of thirty (30) parking spaces will be available at the site. Thirteen spaces are proposed in the new parking area on 539 Loring Avenue site and seventeen spaces exist in the existing parking area on 2 Paradise Road site. 3.7 Electric power 3.7.a Discuss the power demand of the subdivision. Response: Subject to final design of the building mechanical system, approximately 50 kW (peak). 3.7.b. Discuss the source of the electric power and the method of supplying the area. Response: National Grid will provide the power. 3.8 Gas 3.8.a Discuss the demands of the subdivision. Response: Subject to final design of site mechanical systems, approximately 100 MBTU (peak). 3.8.b Describe what the gas will be used for in the area. Response: Natural gas will be used for heating and cooking. 3.8.c Describe the source of gas supply and the proposed method of supplying the area. Response: National Grid is the local natural gas supplier. 4.0 Community Services 4.1 Schools 4.1.a Discuss the effect of the subdivision on existing schools, including number and ages of children generated by the subdivision. Response: The proposed commercial site will have no impact on existing schools. Page 13 of 16 539 Loring Ave. & 2 Paradise Rd September 27, 2016 1. 1 4.1.b Describe the location of the nearest existing schools. Response: The locations of the nearest public schools are Salem High School (2.7 mi.); Collins Middle School (2.7 mi.); Witchcraft Heights Elementary School (3.7 mi.). 4.2 Recreation 4.2.a Describe existing and proposed recreational facilities, including active and passive types; and age groups participating, and state whether recreational facilities and open space are available to all Salem residents. Response: The project does not propose any recreational facilities. Recreational facilities in the general area are; — Forest River Conservation Area (1.4 mi.), Tedesco Country Club (0.4 mi.). The listed facilities are available to all Salem residents. 4.2.b Indicate location and width of existing and proposed pedestrian ways, bikeways or bridle paths. Response: Approximately six foot wide sidewalks exist along the existing frontages (Loring Avenue and Paradise Road). 4.3 Police 4.3.a Estimate the total population projected for the subdivision. Response: The existing restaurant"Vesuvius Pizza" and proposed dessert/coffee restaurant contain approximately 36 seats and supports approximately 16 employees. The top floor will be office space and contain three offices and support approximately 4 employees. Specific tenants for the proposed restaurant and office space are unknown at this time. 4.3.b Estimate the total number of automobiles for the area. Response: The total number of vehicles at the project site is estimated to be approximately twenty-two (22) vehicles. This is based on zoning criteria for the restaurant use which requires one (1) space for per 4 seats, plus one (1) space for each two (2) employees; and office use which requires one (1) space for each employee. 4.4 Fire 4.4.a Discuss the total number of buildings to be constructed and their types and construction. Page 14 of 16 539 Loring Ave.& 2 Paradise Rd September 27,2016 Response: The project proposes to construct a 14.0-ft by 24.3-ft one-story addition and a 28-ft by 54-ft two-story addition to an existing concrete and wood- frame building. The proposed additions will be constructed primarily of wood, concrete and glass. 4.4.b Describe the source and quantity of water available for fire protection for the area. Response: Existing public water mains are located in Loring Avenue (6" & 16" diameter). Hydrants are located approximately 100-ft east of the site on the east side of Paradise Road and approximately 170-ft south of the site on the east side of Loring Avenue. 4.5 Public Works 4.5.a. Calculate the total linear feet of roadway to be publicly maintained and plowed. Response: No pubic roadways are proposed. 4.5.b Calculate the linear feet of street drains, culverts, sanitary sewers, and waterlines to be publicly maintained. Response: Approximately 50' of publically maintained sewer service pipes will run into the site from Loring Avenue. The proposed 6" diameter sewer service is proposed to replace the existing 4" diameter sewer service, therefore, no new sewer service is proposed. Approximately 30' of publically maintained water service and fire protection pipes will run into the site from Loring Avenue. 5.0 Human Considerations 5.1 Aesthetics and Visual Impact 5.1.a Discuss the change in the present character of the area due to the projects, i.e., land use, density of development, etc. Response: The proposed project will be a substantial betterment to the neighborhood. As noted above, the existing residential building at 539 Loring Avenue contributes negatively to the aesthetics of the neighborhood. The proposed land use is consistent with existing uses within the project area. The proposed project will significantly improve the character of the area. Page 15 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 5.1.b Discuss the measures to be taken to minimize the adverse effects of the project, i.e., architecture, buffers etc. Response: The project site will be landscaped to minimize potential adverse effects. Stockade fences along the property line will provide screening from abutting properties. 5.2 Parks. Forests and Recreational Areas 5.2.a Discuss how the siting and construction of the project will affect existing and potential park and recreation areas, open spaces, natural areas, and scenic values. Response: No affects are anticipated. 5.2.b. Discuss how the project will affect recreational opportunities in the area due to removal of parks, forests, or open areas from public use. Response: The proposed project will have no effect or recreational opportunities. It will not remove parks, forest, or open space from public use. 5.3 Public Health 5.3.a Discuss the project's effect on residents'public health due to changes in water quality, air quality, noise levels, etc. Response: The proposed construction project is not expected to significantly affect public health, in that it will not significantly, or only temporarily, alter air or water quality, and noise levels. By removing the dilapidated building from the City's Loring Avenue entrance will contribute to public health. Page 16 of 16 539 Loring Ave. &2 Paradise Rd September 27, 2016 _ _ _ _ _ � vesu��� pp��.e���� �� �ov�n�.w�- � � � _ �I _ _ Amanda Chiancola From: Steve Dibble Sent: Friday, November 25, 2016 12:40 PM To: Amanda Chiancola Cc: Tom Daniel Subject: RE: December 1 PB Agenda Follow Up Flag: Follow up Flag Status: Completed Hi Amanda: I will be unable to attend the Dec 1, 2016 Planning Board meeting. Please have my below memo read at the meeting for the Board's consideration. Thank you in advance, Steve Dibble Ward 7 Councillor Greetings Planning Board members: RE: Vesuvius Pizza application As you know, I have attended and spoken at the last two meetings held on Vesuvius Pizza's building expansion, but am sorry that I am away and unable to attend tonight's Planning Board meeting. I am very much in support of the project but want to make sure the owners, with the help of the Planning Board, create a project that will not only benefit the neighborhood but will increase potential sales for these really nice owners. I am desirous of significantly improving the aesthetic value of the Route IA Paradise Rd corridor including this property. Hopefully, the petitioner has returned tonight with revised plans containing landscaping along Paradise Rd including at least 2 trees of a species that will grow to be large shade trees in the presently rock lined tree planter. I would like to see the rocks removed and replaced with green landscaping between the sidewalk and parking lot. As I suggested at the last meeting, bollards may be needed on either side of the Paradise Rd trees in this planter to protect them from being hit by the cars and snow plows in the same manner the applicant has proposed to protect the proposed handicap signs with their post base being concrete filled bollards. At the last meeting, I asked the Board to require a facade plan to be submitted of the entire Loring Ave side to include elevations of both existing and proposed structures on one plan so improvements can be made to the look of this "windowless wall" and the board can then suggest ways to make the old and new buildings blend in better with each other. The idea by one of the board members of half a dozen Ginkgo trees, with their horizontal branching pattern, being planted along Loring in the present brick area proposed to be replaced with a planter is a good one and I agree that the ginkgo trees should be extended across the driveway proposed to be removed. Removing this driveway will be a nice safety change for the property and allow for safe pedestrian access into the restaurant. Bollards should not be used to close off the entrance but a raised landscaped planter with the ginkgo trees would compliment the neighborhood and restaurant. The planter replacing and blocking off the driveway opening should be connected and blend in with the large planter at street corner at one end and with the planter proposed to replace the existing brick area along the building. I suggest, if possible, some means of requirement that these planters and trees be maintained and replaced if needed well into the future. I cited the example of the Periwinkle's plaza across the street where they recently removing their trees and I think I saw the planters along the sidewalk being removed as well. With this letter I am asking City Planner Tom Daniel to investigate and determine if we can have the planters and 2 trees along the sidewalk on that property replaced. Thank you for your consideration and I wish all the best to the Vesuvius petitioners and welcome them as they grow in South Salem. t Steve Dibble Ward 7 Councillor From: Amanda Chiancola Sent: Wednesday, November 23, 2016 1:03 PM Cc: Tom Daniel; Deb Jackson; Bonnie Celi; Cheryl LaPointe; Dominick Pangallo; Thomas St. Pierre Subject: December 1 PB Agenda Dear Councillors, Please find the attached Planning Board Agenda for the December 1st meeting. Best, Amanda Amanda Chiancola I Staff Planner Department of Planning&Community Development 120 Washington St.,3rd Floor I Salem,MA 01970 978-619-5685 1 Fax:978-740-0404 1 achiancolaPsalem.com s44(e� SOMPROb" Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal officials are public records.FMI please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. 2 2PaR�c�� � 53� �����y V eSvv�uS S"�YV1V�0.� \II �,I� Stormwater Management a A Plan ' under the Massachusetts Stormwater ' Management Regulations ' Cafe Vesuvius Plaza 2 Paradise Road & 539 Loring Avenue Salem, MA r �"fit , 41 ' V 11 - 4S ,� �; September 2016 ' Applicant: . . � 0. ., 2 Paradise Road, LLC Submitted to: RECEIVED a Q City of Salem, MA SEP 28 2016 • `$ '' DEPT. OF PLANNING & COMMUNITY DEVELOPMENT r• Prepared by: Griffin Engineering Beverly, MA TABLE OF CONTENTS Stormwater Management Checklist Attachment A Project Description 1.0 INTRODUCTION ............................................................................................................A-1 1.1 Existing Conditions................................................................................................A-1 1.2 Proposed Conditions............................................................................................. A-1 2.0 STORMWATER MANAGEMENT STANDARDS ...........................................................A-2 2.1 Standard 1: No New Untreated Discharges...........................................................A-2 2.2 Standard 2: Peak Rate Attenuation .......................................................................A-2 2.3 Standard 3: Recharge ...........................................................................................A-3 2.4 Standard 4: Water Quality ..................................................................................... A-4 2.5 Standard 5: Land Uses With Higher Potential Pollutant Loads .............................. A-4 2.6 Standard 6: Critical Areas......................................................................................A-4 2.7 Standard 7: Redevelopment Projects and Other Projects Subject to the Standards only to the Maximum Extent Practicable..................A-5 2.8 Standard 8: Construction Period Pollution Prevention and Erosion and ' Sediment Control......................................................................A-5 2.9 Standard 9: Operation and Maintenance Plan.......................................................A-5 2.10 Standard 10: Prohibition of Illicit Discharges........................................................A-5 ' 3.0 SUMMARY.....................................................................................................................A-5 ' Attachment B Stormwater Computations B.1 - Recharge Volume & Design Calculations B.2 -Test Pit& Deep Observation Hole Soil Logs B.3 - Drawdown Analysis B.4 - USDA Soil Survey B.5 -Water Quality Volume Calculations 6.6 -TSS Removal Calculation Worksheets Attachment C Drainage Calculations (HydroCAD) Attachment D Subcatchment Plans (Reduced Scale, 11x17) Attachment E Long-Term Pollution Prevention Plan tAttachment F Operation and Maintenance Plan ' Attachment G Illicit Discharge Statement 1 i 1 1 i 1 i STORMWATER i MANAGEMENT CHECKLIST 1 i i 1 Ili li t Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction Important:when A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for on the computer, the Stormwater Report which should provide more substantive and detailed information but is offered use only the tab P ( P ) key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, use the return the Stormwater Report must contain the engineering computations and supporting information set forth in key. Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see page 2) that certifies that the Stormwater Report contains all required submittals.' This Checklist is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address ' Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 'The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 3 For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. Stormwater-Checklist•04/01/08 Stormwater Report Checklist•Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report ' B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily ' need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. ' Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not ' applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement(if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the ' Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature P�H OF `r9 moo@ ROBERTH. pyo ' m � GRIFFIN � j2 A CIVIL y O #36686 �@ F r ' Signature and Date ' Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ❑ New development ❑ Redevelopment ® Mix of New Development and Redevelopment Stormwater-Checklist•04/07/08 Stormwater Report Checklist•Page 2 of 8 II l__ Massachusetts Department of Environmental Protection ` Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what ' environmentally sensitive design and LID Techniques were considered during the planning and design of the project: ❑ No disturbance to any Wetland Resource Areas ❑ Site Design Practices (e.g. clustered development, reduced frontage setbacks) ' ❑ Reduced Impervious Area (Redevelopment Only) ❑ Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 ❑ Use of"country drainage' versus curb and gutter conveyance and pipe ❑ Bioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter ' ❑ Water Quality Swale ❑ Grass Channel t ❑ Green Roof ' ❑ Other(describe): Standard 1: No New Untreated Discharges ® No new untreated discharges ® Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ® Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included: Stormwater-Checklist•04/01/08 Stormwater Report Checklist•Page 3 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ' ❑ Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. ' ® Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. ® Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge ® Soil Analysis provided. ® Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. ® Sizing the infiltration, BMPs is based on the following method: Check the method used. ' ® Static ❑ Simple Dynamic ❑ Dynamic Field' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. ® Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume. ' ❑ Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: ' ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 ' ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ❑ Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ' ® Calculations showing that the infiltration BMPs will drain in 72 hours are provided. 1 ❑ Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included. '80%TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. Stormwater-Checklist•04/01/08 Stomiwater Report Checklist•Page 4 of 8 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report I , Checklist (continued) Standard 3: Recharge (continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ❑ Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices, Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls, Requirements for routine inspections and maintenance of stormwater BMPs; Spill prevention and response plans; Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; Pet waste management provisions; Provisions for operation and management of septic systems; • Provisions for solid waste management; 0 Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan, • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. ® A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an ' attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44%TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ' ❑ is within the Zone II or Interim Wellhead Protection Area ❑ is near or to other critical areas ❑ is within soils with a rapid infiltration rate(greater than 2.4 inches per hour) ❑ involves runoff from land uses with higher potential pollutant loads. ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. ® Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44%TSS removal pretreatment requirement, are provided. Stormwater-Checklist•04/01/08 Storrnwater Report Checklist•Page 5 of 8 eMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report ' Checklist (continued) Standard 4: Water Quality (continued) ® The BMP is sized (and calculations provided) based on: ® The 1/2" or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. t ❑ The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) ❑ The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ❑ The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. i 1 Stormwater-Checklist•04/01/08 Storrnwater Report Checklist•Page 6 of 6 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: ❑ Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ❑ Redevelopment Project ® Redevelopment portion of mix of new and redevelopment. ® Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. ❑ The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) j , improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; ' • Construction Period Pollution Prevention Measures; Erosion and Sedimentation Control Plan Drawings; Detail drawings and specifications for erosion control BMPs, including sizing calculations; Vegetation Planning; 1 • Site Development Plan; Construction Sequencing Plan; Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. ® A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. Sto"water-Checklist•04/01/08 Storrnwater Report Checklist•Page 7 of 8 ' Massachusetts Department of Environmental Protection ` Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ® The project is not covered by a NPDES Construction General Permit. ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ❑ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ' ® Name of the stormwater management system owners; ® Party responsible for operation and maintenance; ® Schedule for implementation of routine and non-routine maintenance tasks, ® Plan showing the location of all stormwater BMPs maintenance access areas; ® Description and delineation of public safety features; ® Estimated operation and maintenance budget; and ® Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: ' ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ® An Illicit Discharge Compliance Statement is attached; I ❑ NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. Stormwater-Checklist•04/01/08 Stormwater Report Checklist•Page 8 of 8 i 1 1 1 1 1 ATTACHMENT A 1 PROJECT 1 DESCRIPTION 1 1 1 �I t1.0 INTRODUCTION This stormwater management report is prepared in support of the proposed site redevelopment and construction of an addition to a commercial building at 2 Paradise Road and Loring Avenue in Salem, MA. The drainage system has been designed in accordance with the Massachusetts Department of Environmental Protection (MassDEP) Stormwater Management Standards. 1.1 Existing Conditions The site is comprised of two properties totaling approximately 0.42-acres in size. The site is presently developed with two buildings and associated paved driveways and parking area. The existing commercial building on the 2 Paradise Road parcel is occupied by "Vesuvius Pizza". The residential building on the 539 Loring Avenue parcel is a wood-framed single-family residence. The remaining site consists of gravel strips and degraded surfaces covered with scrub vegetation. The topography of the site is relatively level terrain. The lowest point lies on the east side of the property along Paradise Road at approximately elevation 41-feet (NAVD 1988 vertical datum); the highest lies on the west side of the property along Loring Avenue at approximately elevation 44-feet. The site drains east overland towards the municipal drainage system in Paradise Road and west towards municipal drainage system in Loring Avenue. No on-site stormwater management system currently exists. 1.2 Proposed Conditions The project involves redevelopment of residential land located off of Loring Avenue. The redevelopment plans include demolishing an existing dilapidated single-family dwelling at 539 Loring Avenue and constructing a commercial building addition to the existing restaurant building at 2 Paradise Road. Also included are the construction of a new parking area, landscaping throughout the 539 Loring Avenue parcel, installation of new utilities, and an on-site stormwater managment system. Site plans showing the proposed redevelopment and stormwater management system have been separately provided. The proposed project is a mixture of new development and redevelopment. When complete, there will be approximately 3,544 square feet of additional impervious surfaces on the project site (i.e. "new" development). Stormwater runoff from the "new" impervious surfaces will fully meet all 10 Stormwater Management Standards. The remaining existing impervious surfaces at the project site are characterized as "redevelopment" and, as required, will meet the Standards to the maximum extent practicable. ' A-1 i I2.0 STORMWATER MANAGEMENT STANDARDS 2.1 Standard 1: No New Untreated Discharges No new untreated discharges to wetlands or waterways are proposed. I , 2.2 Standard 2: Peak Rate Attenuation Hydrologic modeling was conducted using a HydroCAD computer model. This model uses an approximation of Soil Conservation Service TR-20 methods to calculate runoff rates and volumes based on descriptions of land use, ground characteristics, and size. The time of concentration (tc) for each subcatchment was calculated in HydroCAD using a combination of sheet flow and shallow concentrated flow. Sheet flow uses roughness coefficients (Manning's n) and watercourse slope to calculate travel time of stormwater runoff for each subcatchment. The site was modeled using a maximum of 100-feet of sheet flow. The shallow concentrated flow method was used to determine the velocity factor along the flow path of the runoff and thereby derive a travel time. The time of concentration of each subcatchment is the combination of these travel times. A minimum time of concentration of 6 minutes was used for all subcatchments, for both existing and proposed conditions. The stormwater from the project site discharges to the existing municipal drainage systems in Paradise Road and Loring Avenue. An infiltration field and weir manhole I' were utilize to attenuate stormwater runoff so that post-development peak runoff rates do not exceed pre-development peak runoff rates for the 2-, 10-, 25-, and 100- year, 24-hour storm events. HydroCAD calculations for the aforementioned design storms are provided in Attachment C. Comparison of pre- and post-development stormwater runoff calculation results are summarized in Tables 1, 2 & 3 below. Table 1: Comparison of Pre-Development and Post Development Peak Runoff Rates (cfs) Towards Loring Avenue Storm Frequency ' 2-Year 10-Year 25-Year 100-Year Pre-Development 0.21 0.37 0.48 0.61 Post-Development 0.18 0.27 0.33 0.47 A-2 Table 2: Comparison of Pre-Development and Post Development Peak Runoff Rates (cfs) Towards Paradise Road Storm Frequency ' 2-Year 10-Year 25-Year 100-Year Pre-Development 0.47 0.71 0.86 1.05 ' Post-Development 0.47 0.70 0.85 1.04 Table 3: Comparison of Pre-Development and Post Development Peak ' Runoff Rates (cfs) East Towards 4 Paradise Road Storm Frequency 2-Year 10-Year 25-Year 100-Year Pre-Development 0.01 0.05 0.12 0.22 Post-Development 0.00 0.01 0.02 0.05 The volume of stormwater runoff from the project site has been decreased by 16% (1,047 cubic feet) during the 100-year storm event. This decrease is attributed to the proposed stormwater infiltration device and the replacement of existing degraded industrial areas with well vegetated surfaces to promote natural stormwater infiltration. Therefore, there is no threat of increased off-site flooding as a result of the proposed project. 2.3 Standard 3: Recharge Site soils are mapped by the United States Department of Agriculture — Soil Conservation Service (Essex Co. Massachusetts Southern Part Soil Survey, 1984) as being Urban Land. An excerpt from the USDA soil maps is provided in Attachment B. The Urban Land mapping unit indicates that the soils have been significantly altered or obscured by urban works and structures at the time of the survey. Based upon surrounding soil mapping units and observed on-site soil conditions, we classified the soil in the "A" hydrologic soil group. Stormwater management guidelines require that at a minimum the annual recharge from the post-development site approximate the annual recharge from pre- development conditions based on the hydrologic soil type. To match pre- development conditions, a recharge device shall be provided with a capacity equal to 0.60-inches times the new impervious surfaces. For this project, compliance with the standard was provided for the "new" development impervious areas (approximately 3,544 sf; minimum design groundwater recharge volume of approximately 177 cf). Since at least 100% of the "new" impervious surfaces are ' A-3 tributary to the proposed stormwater recharge devices, an adjustment to the minimum recharge volume is not required. A subsurface stormwater infiltration field is proposed as the projects' recharge device which has a static volume of approximately 788 cf below the top of weir in drain manhole PDMH-2. Recharge Volume & Design Calculations are provided in Attachment B. ' Deep observation holes were conducted within the area of the proposed stormwater infiltration field. Gravely, loamy sands were found within the soil horizon below the proposed location of the field. The applicable Rawls Rate used for the drainage and drawdown calculations for the system was 8.27 inches per hour. The infiltration field should drawdown in approximately 3 hours which is less than the maximum 72 hours allowable. Drawdown Calculations are provided in Attachment B. The proposed infiltration field consists of nine Stormtech SC-740 chambers surrounded by crushed washed stone and wrapped in filter fabric. The size of the infiltration field was determined based on the flow tributary to it. The bottom of the field is at least 2-ft above the estimated seasonal high groundwater table (ESHWT). 2.4 Standard 4: Water Quality The minimum required water quality treatment volume for the project site is the first half inch of runoff from the new impervious surfaces. The reader is referred to the Water Quality Volume Calculations provided in Attachment B. The portion of the project site being redeveloped (539 Loring Avenue) consists of a stormwater treatment train including a catchbasin and a subsurface infiltration structure. For the purpose of estimating site TSS removal, this treatment train (catchbasins and infiltration field with isolator row) was assigned an 80% annual TSS removal efficiency in accordance with the Massachusetts Stormwater Management Handbook removal rates for subsurface infiltration devices. The proposed infiltration field has a static volume of approximately 788 cf below the relief outlet which is greater than the required water quality volume of 148 cf. As required by the Stormwater Management Standards, a Long-Term Pollution Prevention Plan has been prepared and can be found in Attachment E. In short, the plan identifies suitable practices for source control and pollution prevention throughout the useful life of the site. 2.5 Standard 5: Land Uses with Higher Potential Pollutant Loads In accordance with the Massachusetts Stormwater Management Standards, the proposed primary site use is not considered a Land Use with Higher Potential Pollutant Load (LUHPPL). Therefore, this standard does not apply. 2.6 Standard 6: Critical Areas The project site is not tributary to an environmentally-critical area as defined by the ' A-4 Massachusetts Stormwater Management Standards. Therefore, this standard does not apply to this project. 2.7 Standard 7: Redevelopment and Other Projects Subject to the Standards only to the Maximum Extent Practicable ' The site has been previously developed with a restaurant building and a dilapidated single-family dwelling with associated utilities, driveways, and bituminous pavement parking area. The single-family dwelling and its associated driveway at 539 Loring Avenue will be demolished and replaced with a commercial building addition and a new parking area. No proposed work is proposed within the existing parking area on 2 Paradise Road and the existing restaurant building will remain. The 3,544 sq. ft. increase in impervious is considered new development and the remaining portion of the project site is redevelopment. All of the proposed work area meets the standards. 2.8 Standard 8: Construction Period Pollution Prevention and Erosion and Sediment Control A Stormwater Pollution Prevention Plan (SWPPP) is required for any project resulting in over 1-acre of land disturbance per the NPDES Construction General Permit requirements. The proposed project anticipates approximately 0.20-acres of land disturbance. Therefore, a SWPPP is not required for this project. ■ 2.9 Standard 9: Operation and Maintenance Plan An Operations & Maintenance Plan has been provided in Attachment F. The owners of the land are responsible for the system operation and maintenance. ' 2.10 Standard 10: Illicit Discharges The submitted Long-Term Pollution Prevention Plan (Attachment D) specifies measures to prevent illicit discharges from entering the stormwater management system. Source control and response plans are also specified to prevent illicit discharges from being conveyed through the stormwater management system. Since the project site has been previously developed, a signed Illicit Discharge Compliance Statement cannot be provided at this time. A component of the proposed project includes abandoning existing utilities from the industrial buildings and site. Consistent with the Massachusetts Stormwater Handbook, the property owner will submit a signed Illicit Discharge Compliance Statement prior to discharging any stormwater runoff to the post-construction stormwater BMP's. A draft copy of the Illicit Discharge Statement is provided in Attachment G. 3.0 SUMMARY The proposed drainage system and site redevelopment plans for the commercial development at 2 Paradise Road and 539 Loring Avenue conforms to MassDEP A-5 Stormwater Management Regulations. The proposed drainage system will treat and remove TSS and other pollutants throughout the project area, recharge ' groundwater, and minimize erosion. Proper construction and operation and maintenance of the proposed drainage system are critical to its long-term performance. To that end, an Operations and Maintenance Plan and Long-Term Pollution Prevention Plan have been prepared and will be instituted throughout the facility's life. I � i ' A-6 1 r ATTACHMENT B STORMWATER COMPUTATIONS 1 1 1 1 B.1 - Recharge Volume & Design Calculations ' B.2 - Test Pit & Deep Observation Hole Soil Logs B.3 - Drawdown Analysis B.4 - USDA Soil Survey B.5 - Water Quality Volume Calculations B.6 - TSS Removal Calculation Worksheets 1 1 1 1 Griffin Engineering Group, LLC t 495 Cabot Street, Suite 2 ' Beverly, MA 01915 Phone: 978-927-5111;Fax: 978-927-5103 RECHARGE VOLUME & DESIGN CALCULATIONS ' Job Name: 2 Paradise Rd, LLC Job No: 1617 Date: 9/27/2016 Designer: MBP Checked By: RHG IMPERVIOUS AREA: Total (sf) (acres) Existing 12,236 0.28 Proposed 15,780 0.36 Net Increase 3,544 0.08 Required Volume (Rv)to Recharge per MassDEP: B Type Soils" 0.60 in Rv=(3544 sf) x (0.6) x (1712") = 177 cf Impervious Area Tributary to Infiltration Field: 5,810 sf Percentage of Total New Impervious Surfaces: 100.0% Ratio of Total Impervious Area to Tributary Area: 1.000 Adjusted Min. Required Recharge Volume: 177 cf Recharge Structure Design (Static Method): Total Static Storage Capacity Provided*: 788 cf *Ref.to Attached H droCAD SummarV Page 1 of 1 B.1 S� Commonwealth of Massachusetts Cityfrown of Hamilton Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TPI (Surface EI. 43.3') Date: 9/9/16 at 1:00 pm Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell USDA Structure Consistence Other y (Munsell) Depth Color Percent ( ) Gravel Cobbles 8 (Moist) Stones 0-10 Ap 10 YR 3/3 -- -- --- SL <2% <2% weak Granular Very Friable 10-18 Bw 10 YR 4/6 — --- -- SL 5% <2% Massive Very Friable 18-82 C1 2.5 Y 5/6 -- -- -- VGrS 50% 30% Single Grain Loose 82-110 C2 2.5 Y 5/6 -- -- -- GrS 35% 15% Single Grain Friable Additional Notes: 1) No Refusal. 2) No Seepage. 3) N TP1 •rev. 1110 Form 11 –Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 1 Commonwealth of Massachusetts Cityrrown of Hamilton Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP1 (Surface EI. 43.4') Date: 9/9/16 at 1:20 pm Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell USDA Structure Consistence Other y (Munsell) Depth Color Percent ( ) Gravel Cobbles& (Moist) Stones 0-34 Fill -- — — -- --- 20% 5% Very Friable 34-42 Ap 10 YR 3/3 -- — -- SL <2% <2% Massive Very Friable 42-50 Bw 10 YR 4/6 — — — SL <2% <2% Massive Very Friable 50-64 Cl 2.5 Y 5/6 — -- — FS 30% 15% Massive Friable 64-109 C2 10 YR 3/6 -- -- --- S 50% 15% Single Grain Friable Additional Notes: 1) No Refusal. 2) No Seepage. 3) Roots to 42". N TP2•rev. 1/10 Form 11 –Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 1 — Griffin Engineering Group, LLC 495 Cabot Street, Suite 2 _ Beverly, MA 01915 Phone: 978-927-5111;Fax: 978-927-5103 ' DRAWDOWN ANALYSIS ' Job Name: 2 Paradise Rd, LLC Job No: 1617 Date 9/27/2016 ' Designer MBP Checked By: RHG Drawdown Time = Rv/(K*A) (hrs) Rv= Storage Volume (cf) A= Bottom Area of Infiltration Field (sf) ' K= Infiltration Rate (in/hr) INFILTRATION FIELD#1 ' Rv I A K Drawdown Time Infiltr. Field#1 800 384 1 8.27 3.0 Drawdown is less than 72 hours. ' Note: -The infiltration rate used is the Rawls Rate for sandy soils which were observed at the location of the infiltration field. ' Page 1 of 1 B.3 3 Soil Map—Essex County,Massachusetts,Southern Part 3 M A R 9. 343200 343300 343400 343500 343600 343700 3938W 343900 344000 344100 394200 394300 394900 344500 F 4P 29 N }pc 42°N9 N P p � P 1 R g O R a ' Y .1 OeInIcli �{ R 1 a v r r x R " tF�"• . 11 mailR p Y;• tlK iY:�.• • R , J 8 8 Of R , y 1 g R 4rW5I'N �' 4PM8 N 393100 393200 343300 393400 343500 393600 343700 343800 343900 344000 341100 344200 #9300 34W00 399500 3 3 Map Smle:1:6,460'rfpnnted on A larKi mpe(11"x 8.S')sheet Meters S N 0 50 100 200 300 y A Fee 0 300 600 1200 1800 Map pmjechm:Web Mermfor Cone Coordinates:WGS84 EdT bm:U1M Zane 19N WGSB4 USDA Natural Resources Web Soil Survey 9/14/2016 Conservation Service Natinnal Cnnnerativ.Rnil Surv.v Pan.t of 1 Soil Map—Essex County,Massachusetts,Southern Part MAP LEGEND MAP INFORMATION Area of Interest(AOI) 1p Spoil Area The soil surveys that comprise your AOI were mapped at 1:15,800. 11 Area of Interest(AOI) d Stony Spot Soils Warning:Soil Map may not be valid at this scale. Very Stony Spot � Soil Map Unit Polygons Enlargement of maps beyond the scale of mapping can cause V Wet Spot misunderstanding of the detail of mapping and accuracy of soil line w Soil Map Unit Lines placement.The maps do not show the small areas of contrasting p Other 13 Soil Map Unit Points soils that could have been shown at a more detailed scale. i Special Line Features Special Point Features Please rely on the bar scale on each map sheet for map e Blowout Water Features ( measurements. I Streams and Canals Borrow Pit Source of Map: Natural Resources Conservation Service Transportation Clay Spot Web Soil Survey URL: http://websoilsuwey.nres.usda.gov �( Rails t+t Coordinate System: Web Mercator(EPSG:3857) 0 Closed Depression Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator Gravel Pit 0y US Routes projection,which preserves direction and shape but distorts Gravelly Spot distance and area.A projection that preserves area,such as the obo Major Roads Albers equal-area conic projection,should be used if more accurate 0 Landfill Local Roads calculations of distance of area are required. A. Lava Flow Background This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Marsh or swamp � Aerial Photography + + Mine or Quarry Soil Survey Area: Essex County,Massachusetts,Southern Part Survey Area Data: Version 12,Sep 28,2015 Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000 ® Perennial Water or larger. y Rock Outcrop Date(s)aerial images were photographed: Mar 30,2011—Aug + Saline Spot 25,2014 Sandy Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting 0 Sinkhole of map unit boundaries may be evident. Slide or Slip Sodic Spot s usDA Natural Resources Web Soil Survey 9/14/2016 Conservation Service National Connerative Snil Furv.v Pen.9 of 4 ' Soil Map—Essex County,Massachusetts,Southern Part Map Unit Legend ' Essex County,Massachusetts,Southern Part(MA606) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI 1 Water 4.8 2.6% 102C Chatfield-Hollis-Rock outcrop 2.7 1.5% complex,3 to 15 percent slopes 102E Chatfield-Hollis-Rock outcrop 38.0 21.1% complex, 15 to 35 percent slopes 242A Hinckley loamy sand,0 to 3 22.5 12.5% percent slopes 260A Sudbury fine sandy loam,0 to 3 0.3 0.1% percent slopes ' 600 Pits,gravel 1.1 0.6% 602 Urban land 102.2 56.9% 651 Udorthents,smoothed 8.3 4.6% Totals for Area of Interest _ 179.8 _ 100.0% Natural Resources Web Soil Survey 9/14/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 ►3.y Griffin Engineering Group, LLC 495 Cabot Street, Suite 2 ' Nwl�— L Beverly, MA 01915 Phone: 978-927-5111;Fax: 978-927-5103 WATER QUALITY VOLUME CALCULATION Job Name: 2 Paradise Rd, LLC Job No: 1617 Date 9/27/2016 Designer MBP Checked By: RHG ' REQ. WATER QUALITY VOLUME (WQV) DEPTH = 0.5 inch(s) of runoff IMPERVIOUS AREA: Total (so (acres) Existing 12,236 0.28 ' Proposed 15,780 0.36 Net Increase 3,544 0.08 Calculations: WQV= Imp. Area x 0.5-inch x 1-foot/12-inches Weighted Average%TSS Removal =Total Imp. Area x TSS/Total Imp. Area Required Water Quality Volume per MA DEP: 148 cf Provided Water Quality Volume to Overflow Elev. : 788 cf 1 ' Page 1 of 1 B.5 INSTRUCTIONS: Non-automated:Phar 4,2008 1. Sheet is nonautomated. Print sheet and complete using hand calculations.Column A and B: See MassDEP Structural BMP Table 2.The calculations must be completed using the Column Headings specified in Chart and Not the Excel Column Headings 3.To complete Chart Column D, multiple Column B value within Row x Column C value within Row 4.To complete Chart Column E value, subtract Column D value within Row from Column C within Row 5.Total TSS Removal=Sum All Values in Column D Location: Subcatchments P-4 & Roof A B C D E TSS Removal Starting TSS Amount Remaining BMP1 Rate' Load* Removed B*C Load C-D Q Infiltation Field'&Catch Bason 7 80% 1.00 0.80 0.20 > F C C —IF E —IF L/. C Cn r U Separate Form Needs to be Completed for Each Total TSS Removal = 80% Outlet or BMP Train Project: Freddo-2 Paradise Rd/539 Loring Ave Clio Prepared By: MBP *Equals remaining load from previous BMP (E) S Date: September, 2016 which enters the BMP 1 1 1 1 � 1 ' 1 1 1 i ATTACHMENT C 1 DRAINAGE 1 CALCULATIONS i (2-,10-,25-,100-YEAR STORM EVENTS) 1 i 1 � 1 � 1 1 1 EXISTING CONDITIONS PROPOSED CONDITIONS E10RINGAVE PLORING AVE E1 P-1 SC-740 Sto h Chambers of; ;ES E2 ' 7p Addition Roof PTI A04 v k F/.P.NM9ERJ FPARAt)ISE RD PCBt MPMbSEM PPARAGISE RD Routing Diagram for Freddo-2ParadiseRd Subcat Reacr of Link Prepared by Griffin Engineering Group, LLC, Printed 9/27/2016 HydroCADO 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC EXISTING-2 PARADISE RD, LLC Freddo-VaradiseRd Type 11124-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 ' HydroCAD® 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 1 Summary for Subcatchment E1: Runoff = 0.21 cfs @ 12.09 hrs, Volume= 671 cf, Depth> 1.60" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs LType III 24-hr 2 Rainfall=3.10" Area (so CN Description ' * 2,501 98 Roof * 1,377 98 Pavement 1,165 39 >75% Grass cover, Good, HSG A 5,043 84 Weighted Average 1,165 23.10% Pervious Area 3,878 76.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. tSummary for Subcatchment E2: Runoff = 0.47 cfs @ 12.09 hrs, Volume= 1,577 cf, Depth> 2.54" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 2 Rainfall=3.10" Area (sf) CN Description * 7,085 98 Pavement 371 39 >75% Grass cover, Good, HSG A 7,456 95 Weighted Average 371 4.98% Pervious Area 7,085 95.02% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment E3: Runoff = 0.01 cfs @ 12.43 hrs, Volume= 75 cf, Depth> 0.15' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.10" i 1 ' EXI5TING-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 2 Area (sf) CN Description * 783 98 Roof ' 490 98 Pavement 4,712 39 >75% Grass cover, Good, HSG A 5,985 52 Weighted Average 4,712 78.73% Pervious Area 1,273 21.27% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Reach E-4 PARADISE RD: Inflow Area = 5,985 sf, 21.27% Impervious, Inflow Depth > 0.15' for 2 event ' Inflow 0.01 cfs @ 12.43 hrs, Volume= 75 cf Outflow 0.01 cfs @ 12.43 hrs, Volume= 75 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach E-LORING AVE: Inflow Area = 5,043 sf, 76.90% Impervious, Inflow Depth > 1.60" for 2 event Inflow = 0.21 cfs @ 12.09 hrs, Volume= 671 cf Outflow = 0.21 cfs @ 12.09 hrs, Volume= 671 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Reach &PARADISE RD: Inflow Area = 7,456 sf, 95.02% Impervious, Inflow Depth > 2.54" for 2 event Inflow 0.47 cfs @ 12.09 hrs, Volume= 1,577 cf Outflow 0.47 cfs @ 12.09 hrs, Volume= 1,577 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs L ' EXISTING-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 1 o Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 @2012 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment E1: ' Runoff = 0.37 cfs @ 12.09 hrs, Volume= 1,183 cf, Depth> 2.81" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.50" Area (sf) CN Description 1 * 2,501 98 Roof * 1,377 98 Pavement 1,165 39 >75% Grass cover, Good, HSG A 5,043 84 Weighted Average 1,165 23.10% Pervious Area 3,878 76.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment E2: Runoff = 0.71 cfs @ 12.09 hrs, Volume= 2,418 cf, Depth> 3.89" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.50" Area (sf) CN Description * 7,085 98 Pavement 371 39 >75% Grass cover, Good, HSG A 7,456 95 Weighted Average 371 4.98% Pervious Area 7,085 95.02% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. I ' Summary for Subcatchment El Runoff = 0.05 cfs @ 12.14 hrs, Volume= 295 cf, Depth> 0.59" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.50" i EXISTING-2 PARADISE RD, LLC Freddo-2ParadiseRd Type /// 24-hr 10 Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 4 Area (so CN Description * 783 98 Roof * 490 98 Pavement 4,712 39 >75% Grass cover, Good, HSG A 5,985 52 Weighted Average 4,712 78.73% Pervious Area 1,273 21.27% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Reach E-4 PARADISE RD: Inflow Area = 5,985 sf, 21.27% Impervious, Inflow Depth > 0.59" for 10 event Inflow 0.05 cfs @ 12.14 hrs, Volume= 295 cf Outflow 0.05 cfs @ 12.14 hrs, Volume= 295 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach E-LORING AVE: Inflow Area = 5,043 sf, 76.90% Impervious, Inflow Depth > 2.81" for 10 event Inflow = 0.37 cfs @ 12.09 hrs, Volume= 1,183 cf ' Outflow = 0.37 cfs @ 12.09 hrs, Volume= 1,183 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach E-PARADISE RD: Inflow Area = 7,456 sf, 95.02% Impervious, Inflow Depth > 3.89" for 10 event Inflow 0.71 cfs @ 12.09 hrs, Volume= 2,418 cf Outflow 0.71 cfs @ 12.09 hrs, Volume= 2,418 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' EXISTING-2 PARADISE RD, LLC Freddo-VaradiseRd Type 11124-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 ' HydroCAD® 10,00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment E1: ' Runoff = 0.48 cfs @ 12.09 hrs, Volume= 1,528 cf, Depth> 3.64" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 25 Rainfall=5.40" Area (so CN Description * 2,501 98 Roof * 1,377 98 Pavement 1,165 39 >75% Grass cover, Good, HSG A 5,043 84 Weighted Average 1,165 23.10% Pervious Area 3,878 76.90% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment E2: Runoff = 0.86 cfs @ 12.09 hrs, Volume= 2,959 cf, Depth> 4.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.40" Area (sf) CN Description * 7,085 98 Pavement ' 371 39 >75% Grass cover, Good, HSG A 7,456 95 Weighted Average 371 4.98% Pervious Area 7,085 95.02% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment El Runoff = 0.12 cfs @ 12.11 hrs, Volume= 492 cf, Depth> 0.99" ' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.40" EXISTING-2 PARADISE RD, LLC Freddo-2ParadiseRd Type Ill 24-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 112012 HydroCAD Software Solutions LLC Page 6 Area (sf) CN Description * 783 98 Roof ' 490 98 Pavement 4,712 39 >75% Grass cover, Good, HSG A 5,985 52 Weighted Average 4,712 78.73% Pervious Area 1,273 21.27% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Reach E-4 PARADISE RD: Inflow Area = 5,985 sf, 21.27% Impervious, Inflow Depth > 0.99" for 25 event II ' Inflow 0.12 cfs @ 12.11 hrs, Volume= 492 cf Outflow 0.12 cfs @ 12.11 hrs, Volume= 492 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach E-LORING AVE: ' Inflow Area = 5,043 sf, 76.90% Impervious, Inflow Depth > 3.64" for 25 event Inflow = 0.48 cfs @ 12.09 hrs, Volume= 1,528 cf ' Outflow = 0.48 cfs @ 12.09 hrs, Volume= 1,528 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Reach E-PARADISE RD: Inflow Area = 7,456 sf, 95.02% Impervious, Inflow Depth > 4.76" for 25 event Inflow 0.86 cfs @ 12.09 hrs, Volume= 2,959 cf Outflow 0.86 cfs @ 12.09 hrs, Volume= 2,959 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs � 1 i ' EXISTING-2 PARADISE RD, LLC Freddo-2113aradiseRd Type 11124-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 7 ' Summary for Subcatchment E1: ' Runoff = 0.61 cfs @ 12.09 hrs, Volume= 1,960 cf, Depth> 4.66" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.50" Area (so CN Description ' 2,501 98 Roof 1,377 98 Pavement 1,165 39 >75% Grass cover, Good, HSG A ' 5,043 84 Weighted Average 1,165 23.10% Pervious Area 3,878 76.90% Impervious Area t Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment E2: ' Runoff = 1.05 cfs @ 12.09 hrs, Volume= 3,618 cf, Depth> 5.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.50" Area (so CN Description 7,085 98 Pavement ' 371 39 >75% Grass cover, Good, HSG A 7,456 95 Weighted Average 371 4.98% Pervious Area ' 7,085 95.02% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment E3: Runoff = 0.22 cfs @ 12.11 hrs, Volume= 777 cf, Depth> 1.56" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.50" 1 1 EXISTING-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCADO 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 8 1 Area (sf) CN Description 783 98 Roof 490 98 Pavement 4,712 39 >75% Grass cover, Good, HSG A 5,985 52 Weighted Average ' 4,712 78.73% Pervious Area 1,273 21.27% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Reach E-4 PARADISE RD: Inflow Area = 5,985 sf, 21.27% Impervious, Inflow Depth > 1.56" for 100 event I ' Inflow 0.22 cfs @ 12.11 hrs, Volume= 777 cf Outflow 0.22 cfs @ 12.11 hrs, Volume= 777 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach E-LORING AVE: ' Inflow Area = 5,043 sf, 76.90% Impervious, Inflow Depth > 4.66" for 100 event Inflow = 0.61 cfs @ 12.09 hrs, Volume= 1,960 cf ' Outflow = 0.61 cfs @ 12.09 hrs, Volume= 1,960 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Reach &PARADISE RD: Inflow Area = 7,456 sf, 95.02% Impervious, Inflow Depth > 5.82" for 100 event Inflow 1.05 cfs @ 12.09 hrs, Volume= 3,618 cf Outflow 1.05 cfs @ 12.09 hrs, Volume= 3,618 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs 1 1 EXISTING CONDITIONS PROPOSED CONDITIONS E;MNG'AVE P10RING AVE 5F •. SC-740 Stortt>�Eh Chambers Roof- CIB FE3 E2 7P f;, Addition Roof PD�1 O HPNN➢ISE RO EFAXADIS RD PCB1 El- EME Routing Diagram for Freddo-2ParadiseRd ubcat' Reacfi ona; Llnk Prepared by Griffin Engineering Group, LLC, Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC PROPOSED-2 PARADISE RD, LLC Freddo-2Paradise Rd Type /// 24-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 1 Summary for Subcatchment P-1: Runoff = 0.18 cfs @ 12.09 hrs, Volume= 584 cf, Depth> 2.44" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.10" Area (sf) CN Description * 2,069 98 Roof * 600 98 Pavement 200 39 >75% Grass cover, Good, HSG A ' 2,869 94 Weighted Average 200 6.97% Pervious Area 2,669 93.03% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc--6 min. Summary for Subcatchment P-2: Runoff = 0.47 cfs @ 12.09 hrs, Volume= 1,562 cf, Depth> 2.54" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 2 Rainfall=3.10" Area (so CN Description ' 7,039 98 Pavement 345 39 >75% Grass cover, Good, HSG A 7,384 95 Weighted Average 345 4.67% Pervious Area 7,039 95.33% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment P-3: Runoff = 0.00 cfs @ 15.28 hrs, Volume= 9 cf, Depth> 0.05' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.10" i PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type Ill 24-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10,00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Pape 2 Area (sf) CN Description * 262 98 Walk ' 2,041 39 >75% Grass cover, Good HSG A 2,303 46 Weighted Average 2,041 88.62% Pervious Area 262 11.38% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. - Summary for Subcatchment P-4: Runoff - 0.29 cfs @ 12.09 hrs, Volume= 969 cf, Depth> 2.63" ' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.10" ' Area (sf) CN Description * 4,298 98 Pavement 118 39 >75% Grass cover, Good HSG A ' 4,416 96 Weighted Average 118 2.67% Pervious Area 4,298 97.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment Roof: Addition Roof Runoff = 0.11 cfs @ 12.07 hrs, Volume= 355 cf, Depth> 2.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 2 Rainfall=3.10" Area (sf) CN Description * 1,512 98 Roof 1,512 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Minimum Tc= 5 1 � PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type /// 24-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 3 Summary for Reach P-4 PARADISE RD: ' Inflow Area = 2,303 sf, 11.38% Impervious, Inflow Depth > 0.05" for 2 event Inflow 0.00 cfs @ 15.28 hrs, Volume= 9 cf Outflow = 0.00 cfs @ 15.28 hrs, Volume= 9 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach P-LORING AVE: Inflow Area = 8,797 sf, 96.39% Impervious, Inflow Depth > 0.80" for 2 event Inflow 0.18 cfs @ 12.09 hrs, Volume= 584 cf Outflow 0.18 cfs @ 12.09 hrs, Volume= 584 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach P-PARADISE RD: ' Inflow Area = 7,384 sf, 95.33% Impervious, Inflow Depth > 2.54" for 2 event Inflow 0.47 cfs @ 12.09 hrs, Volume= 1,562 cf Outflow = 0.47 cfs @ 12.09 hrs, Volume= 1,562 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Pond 5P: SC-740 Stormtech Chambers Inflow Area = 5,928 sf, 98.01% Impervious, Inflow Depth > 2.68" for 2 event ' Inflow 0.39 cfs @ 12.08 hrs, Volume= 1,324 cf Outflow 0.09 cfs @ 12.47 hrs, Volume= 1,324 cf, Atten= 76%, Lag= 23.0 min Discarded = 0.09 cfs @ 12.47 hrs, Volume= 1,324 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 39.42' @ 12.47 hrs Surf.Area= 391 sf Storage= 299 cf ' Plug-Flow detention time= 17.6 min calculated for 1,320 cf(100% of inflow) Center-of-Mass det. time= 17.3 min ( 791.6- 774.3 ) ' Volume Invert Avail.Storage Storage Description #1A 38.17' 378 cf 15.75'W x 24.80'L x 3.50'H Field A 1,367 cf Overall -422 cf Embedded = 945 cf x 40.0% Voids #2A 38.67' 422 cf StormTech SC-740 x9 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L =45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap ' Row Length Adjustment= +0.44' x 6.45 sf x 3 rows 800 cf Total Available Storage Storage Group A created with Chamber Wizard i ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCADO 10.00 s/n 01316 ©2012 HylroCAD Software Solutions LLC Page 4 Device Routing Invert Outlet Devices #1 Discarded 38.17' 8.270 in/hr Exfiltration over Wetted area #2 Primary 39.60' 12.0" Round Culvert L= 21.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 39.60' / 39.20' S= 0.01907' Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf #3 Device 2 41.50' 4.0' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.09 cfs @ 12.47 hrs HW=39.42' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=38.17' (Free Discharge) L2=Culvert ( Controls 0.00 cfs) L3=13road-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 6P: PCB1 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 2.63" for 2 event Inflow 0.29 cfs @ 12.09 hrs, Volume= 969 cf Outflow = 0.29 cfs @ 12.09 hrs, Volume= 969 cf, Atten= 0%, Lag= 0.0 min Primary = 0.29 cfs @ 12.09 hrs, Volume= 969 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 40.37' @ 12.09 hrs Device Routing Invert Outlet Devices ' #1 Primary 40.10' 12.0" Round RCP Round 12" L= 7.1' RCP, rounded edge headwall, Ke= 0.100 Inlet/Outlet Invert=40.10' /40.00' S= 0.0141 T Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf ' Primary OutFlow Max=0.28 cfs @ 12.09 hrs HW=40.36' (Free Discharge) t1=RCP_Round 12" (Barrel Controls 0.28 cfs @ 2.57 fps) ' Summary for Pond 7P: PDMH1 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 2.63" for 2 event Inflow 0.29 cfs @ 12.09 hrs, Volume= 969 cf Outflow = 0.29 cfs @ 12.09 hrs, Volume= 969 cf, Atten= 0%, Lag= 0.0 min ' Primary = 0.29 cfs @ 12.09 hrs, Volume= 969 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 40.10' @ 12.09 hrs ' Device Routing Invert Outlet Devices #1 Primary 39.80' 12.0" Round 12" PVC PIPE ' L= 3.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/Outlet Invert= 39.80'/39.72' S= 0.0267 'P Cc= 0.900 i PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type Ill 24-hr 2 Rainfall=3.10" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCADO 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 5 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=0.28 cfs @ 12.09 hrs HW=40.09' (Free Discharge) t1=12" PVC PIPE (Barrel Controls 0.28 cfs @ 2.18 fps) I � 1 PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 111 24-hr 10 Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment P-1: Runoff = 0.27 cfs @ 12.09 hrs, Volume= 907 cf, Depth> 3.79" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.50" Area (sf) CN Description " 2,069 98 Roof 600 98 Pavement 200 39 >75% Grass cover, Good, HSG A 2,869 94 Weighted Average 200 6.97% Pervious Area 2,669 93.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment P-2: Runoff = 0.70 cfs @ 12.09 hrs, Volume= 2,395 cf, Depth> 3.89" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.50" Area (sf) CN Description 7,039 98 Pavement 345 39 >75% Grass cover, Good HSG A 7,384 95 Weighted Average 345 4.67% Pervious Area 7,039 95.33% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment P-3: Runoff = 0.01 cfs @ 12.35 hrs, Volume= 64 cf, Depth> 0.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt=0.05 hrs Type III 24-hr 10 Rainfall=4.50" i ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 111 24-hr 10 Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10,00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 7 Area (so CN Description * 262 98 Walk 2,041 39 >75% Grass cover, Good, HSG A 2,303 46 Weighted Average 2,041 88.62% Pervious Area 262 11.38% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' - Summary for Subcatchment P-4: Runoff - 0.43 cfs @ 12.09 hrs, Volume= 1,467 cf, Depth> 3.99" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.50" ' Area (so CN Description * 4,298 98 Pavement 118 39 >75% Grass cover, Good HSG A 4,416 96 Weighted Average 118 2.67% Pervious Area 4,298 97.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment Roof: Addition Roof Runoff = 0.15 cfs @ 12.07 hrs, Volume= 524 cf, Depth> 4.16" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 10 Rainfall=4.50" Area (sf) CN Description ' * 1,512 98 Roof 1,512 100.00% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Minimum Tc= 5 i i PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 111 24-hr 10 Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 8 Summary for Reach P-4 PARADISE RD: Inflow Area = 2,303 sf, 11.38% Impervious, Inflow Depth > 0.33" for 10 event Inflow 0.01 cfs @ 12.35 hrs, Volume= 64 cf Outflow = 0.01 cfs @ 12.35 hrs, Volume= 64 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach P-LORING AVE: Inflow Area = 8,797 sf, 96.39% Impervious, Inflow Depth > 1.24" for 10 event Inflow = 0.27 cfs @ 12.09 hrs, Volume= 907 cf Outflow = 0.27 cfs @ 12.09 hrs, Volume= 907 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach P-PARADISE RD: Inflow Area 7,384 sf, 95.33% Impervious, Inflow Depth > 3.89" for 10 event Inflow 0.70 cfs @ 12.09 hrs, Volume= 2,395 cf Outflow = 0.70 cfs @ 12.09 hrs, Volume= 2,395 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Pond 5P: SC-740 Stormtech Chambers Inflow Area = 5,928 sf, 98.01% Impervious, Inflow Depth > 4.03" for 10 event Inflow = 0.58 cfs @ 12.08 hrs, Volume= 1,991 cf Outflow = 0.11 cfs @ 12.52 hrs, Volume= 1,991 cf, Atten= 81%, Lag= 26.5 min Discarded = 0.11 cfs @ 12.52 hrs, Volume= 1,991 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev=40.33' @ 12.52 hrs Surf.Area= 391 sf Storage= 547 cf Plug-Flow detention time= 31.8 min calculated for 1,985 cf(100% of inflow) Center-of-Mass det. time= 31.5 min ( 799.9- 768.4) Volume Invert Avail.Storage Storage Description #1A 38.17' 378 cf 15.75'W x 24.801 x 3.50'H Field A 1,367 cf Overall-422 cf Embedded = 945 cf x 40.0% Voids #2A 38.67' 422 cf StormTech SC-740 x 9 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121= 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap ' Row Length Adjustment= +0.44' x 6.45 sf x 3 rows 800 cf Total Available Storage ' Storage Group A created with Chamber Wizard PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 10 Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 9 Device Routing Invert Outlet Devices #1 Discarded 38.17' 8.270 in/hr Exfiltration over Wetted area ' #2 Primary 39.60' 12.0" Round Culvert L= 21.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 39.60'/39.20' S= 0.0190 ? Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf #3 Device 2 41.50' 4.0' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.11 cfs @ 12.52 hrs HW=40.33' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.11 cfs) tPrimaryOutFlow Max=0.00 cfs @ 5.00 hrs HW=38.17' (Free Discharge) t2=Culvert ( Controls 0.00 cfs) L3=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 6P: PCB1 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 3.99" for 10 event Inflow 0.43 cfs @ 12.09 hrs, Volume= 1,467 cf Outflow = 0.43 cfs @ 12.09 hrs, Volume= 1,467 cf, Atten= 0%, Lag= 0.0 min Primary = 0.43 cfs @ 12.09 hrs, _Volume= 1,467 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 40.43' @ 12.09 hrs Device Routing Invert Outlet Devices #1 Primary 40.10' 12.0" Round RCP Round 12"L= 7.1' RCP, rounded edge headwall, Ke= 0.100 Inlet/Outlet Invert=40.10'/40.00' S= 0.0141 T Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow, Max=0.42 cfs @ 12.09 hrs HW=40.43' (Free Discharge) t1=RCP_Round 12" (Barrel Controls 0.42 cfs @ 2.79 fps) ' Summary for Pond 7P: PDMH1 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 3.99" for 10 event Inflow 0.43 cfs @ 12.09 hrs, Volume= 1,467 cf Outflow = 0.43 cfs @ 12.09 hrs, Volume= 1,467 cf, Atten= 0%, Lag= 0.0 min Primary = 0.43 cfs @ 12.09 hrs, Volume= 1,467 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev=40.18' @ 12.09 hrs Device Routing Invert Outlet Devices #1 Primary 39.80' 12.0" Round 12" PVC PIPE ' L= 3.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 39.80'/39.72' S= 0.0267 'P Cc= 0.900 ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 1/124-hr 10 Rainfall=4.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 10 1 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=0.42 cfs @ 12.09 hrs HW=40.17' (Free Discharge) L1=12" PVC PIPE (Barrel Controls 0.42 cfs @ 2.33 fps) t t PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment P-1: Runoff = 0.33 cfs @ 12.09 hrs, Volume= 1,115 cf, Depth> 4.66" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.40" Area (sf) CN Description 2,069 98 Roof 600 98 Pavement 200 39 >75% Grass cover, Good, HSG A ' 2,869 94 Weighted Average 200 6.97% Pervious Area 2,669 93.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment P-2: ' Runoff = 0.85 cfs @ 12.09 hrs, Volume= 2,930 cf, Depth> 4.76" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.40" Area (so CN Description 7,039 98 Pavement 345 39 >75% Grass cover, Good, HSG A 7,384 95 Weighted Average 345 4.67% Pervious Area 7,039 95.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment P-3: Runoff = 0.02 cfs @ 12.15 hrs, Volume= 121 cf, Depth> 0.63" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.40" PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 111 24-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10,00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 12 Area (sf) CN Description * 262 98 Walk 2,041 39 >75% Grass cover, Good HSG A 2,303 46 Weighted Average 2,041 88.62% Pervious Area 262 11.38% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' - Summary for Subcatchment P-4: Runoff - 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf, Depth> 4.85' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.40" ' Area (sf) CN Description * 4,298 98 Pavement 118 39 >75% Grass cover, Good, HSG A 4,416 96 Weighted Average 118 2.67% Pervious Area 4,298 97.33% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. Summary for Subcatchment Roof: Addition Roof Runoff = 0.18 cfs @ 12.07 hrs, Volume= 632 cf, Depth> 5.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 25 Rainfall=5.40" Area (so CN Description ' * 1,512 98 Roof 1,512 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Minimum Tc= 5 1 1 PROPOSED-2 PARADISE RD, LLC Freddo-213aradiseRd Type /1124-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 02012 HydroCAD Software Solutions LLC Page 13 Summary for Reach P4 PARADISE RD: ' Inflow Area = 2,303 sf, 11.38% Impervious, Inflow Depth > 0.63" for 25 event Inflow 0.02 cfs @ 12.15 hrs, Volume= 121 cf Outflow = 0.02 cfs @ 12.15 hrs, Volume= 121 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs 1 Summary for Reach P-LORING AVE: Inflow Area = 8,797 sf, 96.39% Impervious, Inflow Depth > 1.52" for 25 event ' Inflow 0.33 cfs @ 12.09 hrs, Volume= 1,115 cf Outflow 0.33 cfs @ 12.09 hrs, Volume= 1,115 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Reach P-PARADISE RD: ' Inflow Area = 7,384 sf, 95.33% Impervious, Inflow Depth > 4.76" for 25 event Inflow 0.85 cfs @ 12.09 hrs, Volume= 2,930 cf Outflow = 0.85 cfs @ 12.09 hrs, Volume= 2,930 of, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Pond 5P: SC-740 Stormtech Chambers Inflow Area = 5,928 sf, 98.01% Impervious, Inflow Depth > 4.90" for 25 event Inflow = 0.70 cfs @ 12.08 hrs, Volume= 2,419 cf ' Outflow = 0.12 cfs @ 12.54 hrs, Volume= 2,418 cf, Atten= 83%, Lag= 27.7 min Discarded = 0.12 cfs @ 12.54 hrs, Volume= 2,418 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 41.10' @ 12.54 hrs Surf.Area= 391 sf Storage= 710 cf ' Plug-Flow detention time= 40.3 min calculated for 2,411 cf(100% of inflow) Center-of-Mass det. time= 39.9 min ( 806.1 - 766.2 ) ' Volume Invert Avail.Storage Storage Description #1A 38.17' 378 cf 15.75'W x 24.801 x 3.50'H Field A 1,367 cf Overall -422 cf Embedded = 945 cf x 40.0% Voids ' #2A 38.67' 422 cf StormTech SC-740 x9 Inside#1 Effective Size=44.6"W x 30.0"H => 6.45 sf x 7.121 = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap Row Length Adjustment= +0.44' x 6.45 sf x 3 rows 800 of Total Available Storage Storage Group A created with Chamber Wizard 1 ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type /// 24-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 14 Device Routing Invert Outlet Devices #1 Discarded 38.17' 8.270 in/hr Exfiltration over Wetted area ' #2 Primary 39.60' 12.0" Round Culvert L= 21.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 39.60' / 39.20' S= 0.01907 Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf #3 Device 2 41.50' 4.0' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.12 cfs @ 12.54 hrs HW=41.10' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.12 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=38.17' (Free Discharge) t-2=Culvert ( Controls 0.00 cfs) ' t3=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 6P: PC61 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 4.85" for 25 event Inflow 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf Outflow = 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf, Atten= 0%, Lag= 0.0 min ' Primary = 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf Routing by Star-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 40.47' @ 12.09 hrs Device Routing Invert Outlet Devices ' #1 Primary 40.10' 12.0" Round RCP-Round 12" L= 7.1' RCP, rounded edge headwall, Ke= 0.100 Inlet/Outlet Invert= 40.10'/40.00' S= 0.0141 T Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=0.50 cfs @ 12.09 hrs HW=40.46' (Free Discharge) L1=RCP_Round 12" (Barrel Controls 0.50 cfs @ 2.91 fps) Summary for Pond 7P: PDMH1 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 4.85" for 25 event Inflow 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf Outflow = 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf, Atten= 0%, Lag= 0.0 min ' Primary = 0.52 cfs @ 12.09 hrs, Volume= 1,786 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 40.22' @ 12.09 hrs ' Device Routing Invert Outlet Devices #1 Primary 39.80' 12.0" Round 12" PVC PIPE t L= 3.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/Outlet Invert= 39.80'/39.72' S= 0.0267 'P Cc= 0.900 PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 25 Rainfall=5.40" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCADO 10.00 s/n 01316 ©2012 Hyd,oCAD Software Solutions LLC Page 15 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf ' Primary OutFlow Max=0.50 cfs @ 12.09 hrs HW=40.21' (Free Discharge) t1=12" PVC PIPE (Barrel Controls 0.50 cfs @ 2.41 fps) 1 1 ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type /1124-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 Hyd,oCADO 10.00 s/n 01316 0 2012 HydroCAD Software Solutions LLC Page 16 ' Summary for Subcatchment P-1: ' Runoff = 0.40 cfs @ 12.09 hrs, Volume= 1,369 cf, Depth> 5.73" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.50" Area (sf) CN Description * 2,069 98 Roof * 600 98 Pavement 200 39 >75% Grass cover, Good, HSG A ' 2,869 94 Weighted Average 200 6.97% Pervious Area 2,669 93.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment P-2: Runoff = 1.04 cfs @ 12.09 hrs, Volume= 3,583 cf, Depth> 5.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 100 Rainfall=6.50" Area (sf) CN Description * 7,039 98 Pavement ' 345 39 >75% Grass cover, Good, HSG A 7,384 95 Weighted Average 345 4.67% Pervious Area ' 7,039 95.33% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment P-3: Runoff = 0.05 cfs @ 12.12 hrs, Volume= 208 cf, Depth> 1.08" ' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.50" 1 1 ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 17 Area (so CN Description * 262 98 Walk ' 2,041 39 >75% Grass cover, Good HSG A 2,303 46 Weighted Average 2,041 88.62% Pervious Area ' 262 11.38% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (f/ft) (ft/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' - Summary for Subcatchment P-4: Runoff - 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf, Depth> 5.91" ' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.50" ' Area (sf) CN Description * 4,298 98 Pavement 118 39 >75% Grass cover, Good, HSG A 1 4,416 96 Weighted Average 118 2.67% Pervious Area 4,298 97.33% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f/sec) (cfs) 6.0 Direct Entry, Minimum Tc=6 min. ' Summary for Subcatchment Roof: Addition Roof Runoff = 0.22 cfs @ 12.07 hrs, Volume= 764 cf, Depth> 6.06" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Type III 24-hr 100 Rainfall=6.50" Area (sf) CN Description * 1,512 98 Roof 1,512 100.00% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f/sec) (cfs) 5.0 Direct Entry, Minimum Tc= 5 I , 1 � PROPOSED-2 PARADISE RD, LLC ' Freddo-2ParadiseRd Type 11124-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 18 Summary for Reach P-4 PARADISE RD: ' Inflow Area = 2,303 sf, 11.38% Impervious, Inflow Depth > 1.08" for 100 event Inflow 0.05 cfs @ 12.12 hrs, Volume= 208 cf Outflow = 0.05 cfs @ 12.12 hrs, Volume= 208 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Reach P-LORING AVE: Inflow Area = 8,797 sf, 96.39% Impervious, Inflow Depth > 2.07" for 100 event ' Inflow 0.47 cfs @ 12.30 hrs, Volume= 1,517 cf Outflow 0.47 cfs @ 12.30 hrs, Volume= 1,517 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Summary for Reach P-PARADISE RD: Inflow Area = 7,384 sf, 95.33% Impervious, Inflow Depth > 5.82" for 100 event Inflow 1.04 cfs @ 12.09 hrs, Volume= 3,583 cf Outflow = 1.04 cfs @ 12.09 hrs, Volume= 3,583 cf, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Summary for Pond 5P: SC-740 Stormtech Chambers Inflow Area = 5,928 sf, 98.01% Impervious, Inflow Depth > 5.95" for 100 event Inflow = 0.84 cfs @ 12.08 hrs, Volume= 2,940 cf ' Outflow = 0.44 cfs @ 12.30 hrs, Volume= 2,939 cf, Atten= 48%, Lag= 13.3 min Discarded = 0.13 cfs @ 12.31 hrs, Volume= 2,792 cf Primary = 0.31 cfs @ 12.30 hrs, Volume= 147 cf ' Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 41.59' @ 12.31 hrs Surf.Area= 391 sf Storage= 788 cf Plug-Flow detention time= 41.6 min calculated for 2,931 cf(100% of inflow) Center-of-Mass det. time= 41.3 min ( 805.6- 764.3 ) Volume Invert Avail.Storage Storage Description #1A 38.17' 378 cf 15.75'W x 24.801 x 3.50'H Field A 1,367 cf Overall-422 cf Embedded = 945 cf x 40.0% Voids ' #2A 38.67' 422 cf StormTech SC-740 x9 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121 =45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap ' Row Length Adjustment= +0.44' x 6.45 sf x 3 rows 800 cf Total Available Storage ' Storage Group A created with Chamber Wizard ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 11124-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCADO 10.00 s/n 01316 ©2012 HydroCAD Software Solutions LLC Page 19 Device Routing Invert Outlet Devices #1 Discarded 38.17' 8.270 in/hr Exfiltration over Wetted area ' #2 Primary 39.60' 12.0" Round Culvert L= 21.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 39.60' / 39.20' S= 0.0190 T Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior, Flow Area= 0.79 sf #3 Device 2 41.50' 4.0' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Discarded OutFlow Max=0.13 cfs @ 12.31 hrs HW=41.59' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.13 cfs) ' Primary OutFlow Max=0.28 cfs @ 12.30 hrs HW=41.59' (Free Discharge) t2=Culvert (Passes 0.28 cfs of 4.55 cfs potential flow) ' t3=Broad-Crested Rectangular Weir (Weir Controls 0.28 cfs @ 0.82 fps) Summary for Pond 6P: PC61 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 5.91" for 100 event Inflow 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf Outflow = 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf, Atten= 0%, Lag= 0.0 min ' Primary = 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs ' Peak Elev= 40.51' @ 12.09 hrs Device Routing Invert Outlet Devices ' #1 Primary 40.10' 12.0" Round RCP-Round 12" L= 7.1' RCP, rounded edge headwall, Ke= 0.100 Inlet/Outlet Invert= 40.10' 140.00' S= 0.0141 T Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow, Max=0.61 cfs @ 12.09 hrs HW=40.50' (Free Discharge) t1=RCP_Round 12" (Barrel Controls 0.61 cfs @ 3.03 fps) ' Summary for Pond 7P: PDMH1 Inflow Area = 4,416 sf, 97.33% Impervious, Inflow Depth > 5.91" for 100 event Inflow 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf Outflow = 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf, Atten= 0%, Lag= 0.0 min ' Primary = 0.62 cfs @ 12.09 hrs, Volume= 2,176 cf Routing by Stor-Ind method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 40.27' @ 12.09 hrs ' Device Routing Invert Outlet Devices #1 Primary 39.80' 12.0" Round 12" PVC PIPE ' L= 3.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/Outlet Invert= 39.80'/39.72' S= 0.0267 '1' Cc= 0.900 ' PROPOSED-2 PARADISE RD, LLC Freddo-2ParadiseRd Type 111 24-hr 100 Rainfall=6.50" Prepared by Griffin Engineering Group, LLC Printed 9/27/2016 HydroCAD® 10.00 s/n 01316 @2012 HydroCAD Software Solutions LLC Page 20 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf ' Primary OutFlow Max=0.61 cfs @ 12.09 hrs HW=40.26' (Free Discharge) t1=12" PVC PIPE (Barrel Controls 0.61 cfs @ 2.50 fps) 1 II 1 1 ATTACHMENT D 1 SUBCATCHMENT PLANS 1 1 1 1 1 1 1 1 1 ' OyWT_aHW OHW _HW—OHW _ OHW I- OHW CW— OHW -OHW OHW— OHW - -�ONW OHW—OHW - OHW,OHW OHW PW— ECR"I v^�� ECR ,? t RIM=4196`['� V (CAR rARHED oN CR) g �Nv 40.0 i \ 1 ° RI -4ilo H-Z YINV(A)=DA EOM I M RIM=43.J1 � p ° LORING AVENUE / `RM=43.93 i / FMR -9A ,N� (PUBLIC WAY-WIDTH VARIES) RIM-93.93 EOMH-3 D D -p , _ // INtQA)=91.411 RIM=a3.]4�� tlJlfH-4 -0 _U—�D O-T--U ,"-DR D �D _ M RIM 94.11 L` g ____ - /R INV(6 JJ.9 INV(A)=3e.3 p � _ INKS)-/a (,)_ RIM-42 79 ECR ,6 __ B / INv f-JT2 i'� IN'-305p D PIN IJ4 L22 "� Y �- INV—j9,1 4D� D. �/ –_ _ — rGRANITF CUBO._� C� CONCRETE SIDEWALK 43x5 CONCRETE SIDEWALK --__ - / F PIANIS BRICK LANDSCAPING �y 1 GRASS \NOUSCONCRDE a- 'WSUNVS PIZZA" N/E E-1 STORY ' 2 PARADISE R0. �.)'_AG POLE {(=✓' (1,]302 SF) /TRAFFIC LAGER HOLDING, LLC r Y BlTuuwous , , "STANETSKY–HYMANSON / 1 coN&Reif CONCRETE // N IIGHT MEMORIAL CHAPEL" I� L'��„ER TO �� ' 1 VINNIN ST. =MAP 20, LOT 2 T i 539 RRI - �_I Y TPI OWELUNc i ' ,Aa" I RAPP TEF=4<.52 ��� / <� Y� % (1.5462 SFJ � - // / 0�.�. �- UIL- ,o 1I / xV S BIT. o Ddfe Description __"- ' - p�y ` _ n " I Revisions Ifl \\\\ _",4Y E-L O / ' PARKING III [O RITUAILNOUS 2 LOT Tp CONCRETE GRASS / �� -1� LIGHT 0 �_ // BITUMINOUS CONCRETE SIT E-3 p : ' OF 01 EOMH-.S � �% / pJ SRO KNOUT-, 3: r SEINv=PIPe FULL x cµ.,U¢ // off y /eps+ GRAPHIC SCALE 3 OF DEOPoS TOP CF D V / �S(0 ��o p -R PIPE Ei. 15 360t � V � / �� OH� Ul RIM=4353_ �° p / / ° N I I w�') In � w wv=Je.J D i 00 ): / /oN"' Te ° i REDUCED SIZE 0Hw c� L^ o O '4o N. S / I �W RIM=! �'<�F� , 1 �, Griffin 0Hw INv=PPE FILL Engineenng >< SOF DEHws. a I Gmup, LLC N ,UA 10'IMES �� �O �� TOP OF PIPf N P i / l ORAINCE / eL. Is 3sa2 THE JNS REAL ESTATE TRUST P EASEMENT 0Hw / \� /C� / \ i 495 Cabot Street,2nd Floor 3 / D 4 PARADISE RD. / �Q' Qy I Beverly,MA 01915 MAP 21, LOT 230Tel\ A Fax 99 111 &99 2 755103 LEG E N D ___----4: BITUMINOUS 2 PARADISE RD, LLC o \\ CONCRETE / / ` EOPPERTY LINE 2 PARADISE RD & N539 L CURB -J SALEM, MA -METRO CREDIT UNION ' \ \ '����������//� BUILDING -p 1-STORY - ry O PI-STORE RD. \ °\ / -43-- - CONTOUR STOCKADE FENCE CHAINLINN FENCE EXISTING WATER SUBCATCHMENTS z s s SEWER ,� — DRAIN / a o— GAS B��I'=lo' - - - ww 0 `� UTILITY POLE Job No. / ED,MH-I OVERHEAD WIRES BB1 DI\T� — ws — EASEMENT INV=35.3 Q➢t6 9/27/I6 Wr�'aNW- — — RIOM EH=OCWN4B 2-C.29BA6) O\HW— OHW OHW OHW OW OHW -- _OHW-- 0 _o+w OHW—OHW—oHw -' --- oHw _o — WOHW—OHW� 1RIM-4?52 (LAR PARKD 2 IENCV wvc—� 40.0 \\\\ \ \\ I \ RIMM=43 .10 EDMH-2 INV(A)=374 RIM4J31� � TIN B-57,5 / ECB-4n - LORING AVENUE �/ FIM=R.93 EDMH-M1A INR=4,.5 - (PUBLIC WAY-WIDTH VARIES) ' RM=4153 EDrnH-3 D--U _- _ 'e3' -____-_ INV(A)=4 La I RIM=a3J4 EOA1H-4 -D —D--`D —D _O_IS"DRAIN_D D _ nA\I RIM-44.11 L /a INV(B) 379 - IN V(A)=:18.3 �p B �0� _ NV(BJ=3%.3 \ ECB-2B _ CCP 18 ftIM-x219 INVI C)=3Z2 �0 RIM 42]4 ' T RI INv-39_ -z \ INV-39A CIR WTE CU_ft____— __ n� INV=392 12'RCP � Lam_ S=20% CONCRETE 910EWALH 43x5 CONCRETE SIDEWALK - � F} N - 43r8 F PLAN15 BRICK \\ + - \ LANDSCAPING 41x0 FF=4+.12 PROP. 1-STOP \ 11 I m g ADDI➢QV d 1 � 14 A _ P- "VESUNUS PIZZA•• A� \ J � — II STORY LAC OLE PROP. 28x56'BUILDING /! 1 N/E p RIM43 2_STORY �/ 2PARADISER0. LAGER HOLDING, LLC RIM=4J.fi RESTAURANT IST FLR. (1,1302 SFJ ^� TOP OF MER=41.5 r f Y BITUMINOUS N "STANETSKY–HYMANSON o w e)-397 wfumanoN Frtto oma 2ND FLA. ROO cnNcaerE /• �� LICHTIc V()=J9.6 (9) SC-740 MEMORIAL CHAPEL" > CHAMBERS(SEE m ' 1 VINNIN ST. n w : R DETAIL) MAP 20, LOT z � p II -431,7 2 LII. TEL I RA UP ,FF=41.33' / ALI _ o �I III j J 5' WOE WALK U o I —DO axDCLEANOUT ?RIM=42.80 x IF /INV=40.10 B'ROOFS-2,O DRAIN I ^_^RI5=20E 5=LOS MIN r•/ L 1 '( RE INV(A)=39.9 I No CAN, Oesaipfion INV(B)=J9,B d 1 Revisions UJ BITUMINOUS ,.LS q PARKINL III ' LID OONCRETE ;N 8P-3 �� �N LIGHT Q _I- \N i \ j HITUMINOUS SPP N - iPl . CONCRETE E ro o Ii , - " �� ILI O] 1 712ED42 INV=INV-PIPE FULL DµxU LT 3 OF OEDRIS TOP Of D 6/�D i/ O V✓ C PIPE EL. IS 36 ac / �t pN/ eti�/ GRAPHIC SCALE � d' ECB-sA -0 �� ' o" yP e e < / I REDUCED SIZE AGriffin \D ���OWw EDM A647 M���NV / o i \ oR4\ 'oHw �Nv=PIPE auL Engineering �`� A OF UEBNIS. N V I N 13R50 1D' mDE �o TOP of PIPE NSF \\ Group. LLC l DeawCE 1w/ EL. Is 36.33 THE JNS REAL ESTATE TRUST %c ' / I Q, ro 1 495 Cabot Sheet,2nd Floor 3 L-E-G-E-N-D EASEMENT 00 � \ \� \ 4 PARADISE RD. E� / �!.`_ �y I Bevedy,MA 01915 MAP 21, LOT 230 — OHw \ \ ---��.; i / Q G Tel:97&92 PROPERTY LINE �� Fax97&927-5107-510 3 EOP b — = CURB ' O ------ll- _ HITUMINOUS Y//////////// BUILDING 2 PARADISE RD, LLC a --43----- CONTOUR \ \ O 2 PARADISE RD & 53 OSTOCKADE FENCE \ \ \\ \ N M AVE.SALEM,o b -- --- -CHAINLINK FENCE "METRO creeDlT UNION" \ \\ // PY WATER a PARADISE RD, \ j — SEWER \ \ E —D D— DRAIN \ N PROPOSED —0 —°-- GAS SUBCATCHMENTS UTILITY POLE / .E OVERHEAD WIRES \ EASEMENT V A Sr�,l-l9 O ' Q_ Job No EDMH-, DR-2 RUA=4O5) INV=35 3 ,/ Eft 9/Tl/Ifi 1 1 1 1 ATTACHMENT E LONG TERM POLLUTION ' PREVENTION PLAN 1 1 1 1 I, 1 1 1 Long Term Pollution Prevention Plan ' Standard #4 of the MA DEP Stormwater Management Handbook requires that a Long Term Pollution Prevention Plan (LTPPP) be prepared and incorporated into the long term operation and maintenance plan of the projects stormwater management system. The ' purpose of the LTPPP is to identify potential sources of pollution that may affect the quality of stormwater discharges and to describe suggested practices to reduce pollutants in stormwater discharges. Good housekeeping practices- The subject property owner is to keep the site in a neat and orderly condition so that pollutants are not conveyed to the stormwater drainage ' system. Materials swept, blown or washed into the storm drains can decrease the system's effectiveness and could eventually be conveyed into the Salem drainage ' system. Some examples of good housekeeping practices are pavement sweeping, litter control, contained outdoor waste and cigarette disposal receptacles, and protected material storage areas. The property owner should provide proper training and assign ' responsibilities to personnel to keep the site in a neat and orderly condition. Provisions for storing materials and waste products inside or under cover—A trash disposal company hired by the owner will pick up waste materials and properly dispose of them at a state approved disposal facility. The proposed dumpsters located on-site will be properly maintained and emptied at least once a week. ' The stormwater drainage system has catchbasins with hooded outlets and deep sumps designed to capture and retain trash, debris, oils, and sediments. Downstream of the catchbasin, but before the stormwater outfall, an infiltration field with an isolator row is also installed to further intercept trash, debris, oils, and sediments that might have entered the stormwater drainage system. Vehicle washing controls—Outdoor vehicle washing has the potential of conveying wash water with heavy concentrations of detergents and sediments into the stormwater ' drainage system. The project site does not include any designated vehicle washing areas, nor is it expected that vehicle washing will take place on-site. Requirements forroutine inspections and maintenance of stormwater BMP's- Consistent with Standard 9 of the Massachusetts Stormwater Management Regulations, an Operation and Maintenance Plan has been provided in the Stormwater Management Report. The plan details routine inspection and maintenance of the stormwater BMP's along with associated record keeping forms. ' Spill prevention and response plans— Sources of potential spill hazards include vehicle fluids and fuels, pesticides, paints, solvents, and liquid cleaning products. These 2 Paradise Rd / 539 Loring Ave. September, 2016 ' LTPPP-1 ' exterior spill hazards have the potential to enter the stormwater drainage system and are to be addressed as follows: ' 1) Spill hazards of pesticides, paints, and solvents shall be remediated using the Manufacturers' recommended spill cleanup protocol. ' 2) Vehicle fluid and fuel spills shall be remediated according to local and state regulations governing fuel spills. 3) The property owners shall have the following equipment and materials on hand ' to address a spill clean-up: brooms, dust-pans, mops, rags, gloves, trash bags, trash containers, and absorptive materials such as sand, sawdust, or kitty litter. 4) Spills of toxic or hazardous materials shall be reported to the Massachusetts 1 Department of Environmental Protection at 1-888-304-1133. Provisions for maintenance of lawns garden and other landscaped areas- It should be a ' general goal of the subject property owner to achieve a high-quality, well-groomed and stable landscape that evolves throughout the seasons and protects the overall condition of the property. All landscaped areas are to be maintained with dense vegetative growth ' or a layer of mulch so as to minimize sediment transport. Litter and waste is to be removed weekly from the landscaped areas and adjoining parking lots and disposed of properly. ' Requirements for storage and use of fertilizer, herbicides, and pesticides - Fertilizers, herbicides, and pesticides are not to be stored on site or within the buildings. Should use I ' of some become necessary, application should be performed by a state licensed contractor in accordance with the manufacturer's label instruction and when environmental conditions are conducive to product application ' Pet waste management provisions -All pet waste is to be scooped up, sealed in a plastic ' bag, and disposed of properly in the garbage. Pet waste should never be deposited in the stormwater management system for it contains high level of fecal coliform bacteria. ' Provisions for operation and management of septic systems—There are no septic systems associated with the project site. The sanitary sewer is proposed to be connected to the city sewer main in Loring Avenue. ' Snow disposal and deicing chemicals— Snow will be stockpiled on site within open space areas until the stockpile areas become a hazard to the daily operation of the site. At that ' point, snow is to be disposed of at an off-site location. It will be the responsibility of the hired snow removal contractor to properly dispose of transported snow according to the Massachusetts DEP, Snow Disposal Guidelines. It is the responsibility of the snow ' removal contractor to follow these guidelines and all applicable laws and regulations. ' 2 Paradise Rd / 539 Loring Ave. September, 2016 ' LTPPP-2 ' The property owners, or hired building maintenance company, will be responsible for the clearing of the sidewalks and building entrances. The owner may be required to use a de-icing agent such as salt or potassium chloride to maintain a safe walking surface. The de-icing agent for the walkways and building entrances may be kept on site in a designated storage room within the building. De-icing agents are not to be stored ' outside. 1 ' 2 Paradise Rd / 539 Loring Ave. September, 2016 ' LTPPP-3 s t 1 1 1 ' ATTACHMENT F ' OPERATION & MAINTENANCE ' PLAN 1 1 1 1 1 1 1 1 OPERATION & MAINTENANCE PLAN ' System Owner: 2 Paradise Road, LLC 1 Party Responsible for O&M: The owner shall be responsible for the construction phase and the long-term operation I ' and maintenance of the stormwater management system as outlined in this Operation and Maintenance (O&M) Plan. Should ownership of the property change, the succeeding owner shall assume all responsibilities for implementing this Operation and ' Maintenance Plan. Emergency Contact Information: • Salem Fire & Police (Emergency) 911 Salem Fire Department (Business) 1-978-744-6990 ' Salem Police Department (Business) 1-978-744-0171 • Salem Conservation Commission 1-978-619-5685 • Salem Health Department 1-978-741-1800 ' Salem Public Works Department 1-978-744-3302 • Salem Engineering Department 1-978-619-5673 • Mass DEP (Emergency Response) 1-888-304-1133 ' Mass DEP (Northeast Regional Office) 1-978-694-3200 Note: The system inspectors should note that drainage pipes, catchbasin, manholes, and treatment devices are considered "confined spaces"subject to strict OSHA standards regarding safe entry. Confined spaces present inherent hazards to workers. Only appropriately trained staff with appropriate safety equipment and monitors may ' enter confined spaces, and then only with a specific entry permit. Also, this work may pose hazards to workers, such as soft ground, flowing or standing water, snakes and rodents. Again, only appropriately trained staff with the necessary safety equipment should undertake such work. ' Phase I: Construction Period Operation and Maintenance Plan Following is the general sequence of anticipated construction events: 1) Install proposed erosion controls and construction entrance(s). I ' 2) Abandon all existing on-site utilities and demolish single-family dwelling. 3) Clear site and grub areas as they become necessary. O&Mplan September, 2016 ' 1 ' 4) Excavate and install the building foundation. Backfill foundation to bring site ' to rough grade. 5) Install building utility services and stormwater management system. (Note: ' Do not install frame and grates/covers on the drainage structures until the fine grading phase. Provide large metal plates over the precast openings and bury as required.) ' 6) Bring site to finish grade. Install frame and grates/covers to finish grade. Vacuum all precast drainage structures and install and maintain geotextile filter fabric in all catchbasin grates until final paving. 7) Install bituminous pavement binder course. ' 8) Install curbing, sidewalks, and landscaping. 9) Install final pavement, signage and striping. Installing and maintaining comprehensive erosion controls during construction is critical to the protection of the environment and the proposed drainage system. Following is a ' list of erosion control measures to be taken to protect the existing Salem drainage system and the proposed drainage system during construction. 1). Install haybales and silt fence downhill of all proposed work area as shown on the Grading and Drainage Plan (Sheet C-4). 2) Install the construction entrance(s) at entrance off of Loring Ave. 3) Temporary soil stockpiles shall be encircled with haybales and stabilized with ' erosion control matting or temporary seeding, depending upon the proposed duration. 4) Stabilize all disturbed areas as soon as practicable. Provide temporary stabilization of soil to be exposed for a long period of time (i.e. one month). 5) Install erosion control matting on all proposed vegetated slopes greater than 3:1 (H:V). 6) All erosion control measures are to be inspected weekly and after each rainfall event. Additional erosion control materials (i.e. haybales, silt fence, filter fabric) are to be kept on site and readily accessible as required. ' 7) Sediment accumulation up-gradient of the haybales and silt fence greater than 6" in depth shall be removed and disposed of in accordance with all applicable regulations. O&Mplan September, 2016 ' 2 1 8) The stabilized construction entrance(s) shall be inspected weekly. The ' entrance(s) shall be maintained by adding additional clean, angular stone to remove the soil from the construction vehicle tires. If soil is still observed leaving the site from construction vehicle tires, adjacent roadways shall be kept ' clean by street sweeping. 9) Dust shall be controlled using on-site water trucks as required. 10) All erosion control measures shall be maintained, repaired or replaced as required or directed by the owner's engineer, the City Engineer, or the City Conservation Agent. 11) The contractor shall comply with the Erosion Control Notes listed on the project drawings (Sheet C-1). Part II: Long Term Operation and Maintenance Plan The stormwater management system is a catchbasin located at the low point within the new paved parking lots. Stormwater collected by the catchbasin is conveyed through infiltration field prior to discharging to the existing municipal drainage system in Loring Avenue. Stormwater runoff from the building rooftop is collected by area drains conveyed by roof ' drains to an underground stormwater infiltration field. To ensure optimal performance of the stormwater management system, routine inspections and maintenance should be done at frequencies specified below. An Operation and Maintenance Plan Schedule form is attached documenting compliance. ' Paved Parking Surfaces—As part of normal site clean-up and as discussed in the Long Term Pollution Prevention Plan, debris is to be removed from the parking lots as it accumulates. Weekly patrolling for litter is recommended. Sand from winter ' ice and traction control should be removed semi-annually (ie. during early spring and late fall). Significant oil leaks should be swept up and disposed of using oil-absorbent materials as they are discovered. Any oil spills or leaks that reach ' the catchbasins must be reported to the Massachusetts DEP oil spill hotline. Catchbasins & Drain Manholes - Remove the grate or cover and visually inspect for corrosion and structural damage. Inspect pipe inlets and bottoms for signs of infiltration or inflow. The grate or cover and hoods on the catchbasins should be inspected on a quarterly basis during the first and year and semi-annual thereafter. Cleaning of the catchbasins should be done on a yearly basis and by a vacuum truck or clamshell. The contractor is to take care to avoid damaging the catchbasin hood. While cleaning, if a layer of oil is observed floating on the water O&Mplan September, 2016 ' 3 1 ' surface, place an oil-absorbent pillow on the surface, allow to soak and remove. Repeat this process until the oil layer is removed. Alternatively, have the oil layer I ' pumped out by a licensed disposal contractor and appropriately disposed of. The oil absorbent pillows must be drummed for disposal by a licensed disposal contractor. ' Subsurface Infiltration Field—The site stormwater infiltration field has been provided with an inspection port. Initially inspect the stormwater field after each major storm event (greater than 1-inch) to ensure proper function and stabilization. Record the water level over several hours to check infiltration performance. After the first year, inspect the infiltration field on a semi-annual basis. Inspect for apparent signs of silt buildup or clogging. Snow Storage Area —The parking lot has been designed with snow storage areas ' along the edges while maintaining reasonable travel lanes and parking areas. In the event of significant snow accumulation, snow can be placed in the grassed area in the southerly portion of the site. Debris from melted snow shall be cleared from the site and properly disposed of at the end of the snow season or no later than May 15tH 1 1 O&Mplan September, 2016 ' 4 OPERATION & MAINTENANCE PLAN SCHEDULE Project: 2 Paradise Rd, LLC Project Address: 2 Paradise Rd. & 539 Loring Ave. Date: 9/27/2016 Party Responsible: 2 Paradise Rd, LLC Annual Maint. Budget: $3,000 Task Description/Schedule Maintenance Est. Annual Inspection Activity Maint. Cost Date: Inspector: Perform sweeping of paved parking areas and walkways Sweep, power Street Sweeping after spring thaw to remove any traction sand applied broom, or vacuum $1,500 during the winter months. Also, perform sweeping during paved parking lots late fall to remove any leaf litter and debris. and walkways Inspect grates, covers, and hoods quarterly for the first Catchbasins & Drain Vacuum Deep Manholes year and semi-annual thereafter. Also, inspect pipe inlets Sump Annually $500 and precast structures for infiltration and inflow. Inspect after each major storm even (>1 inch)for the first None unless Insp. Infiltration Field year and semi annually thereafter. Record water level Warrants over several hours. Otherwise ww,�m t ., Debris from melted snow shall be cleaned form the site Snow Storage Area(s) and properly disposed of at the end of the snow season Clean Annually $1,000 (by May 15th). 1 ' ATTACHMENT G 1 ILLICIT DISCHARGE ' STATEMENT 1 1 1 1 1 ' ILLICIT DISCHARGE COMPLIANCE STATEMENT I verify that no illicit discharges exist on the 2 Paradise Road and 539 Loring Avenue properties. Through the implementation of Long Term Pollution Prevention Plan and ' Operation and Maintenance Plan, measures are set forth to prevent illicit discharges from entering the stormwater management drainage system. 1 ' Signature Print Name Date Title Company I ' Signature Print Name Date Title Company ' Note: This certification must be signed before stormwater is conveyed to the proposed stormwater drainage system in accordance with Standard 10 of the Massachusetts Stormwater Management Standards. 1 Revisions SITE PLAN REVIEW MDW n/.PI ME EM REN50NS f® r BUILDING ADDITION TO : RECEIVED VESUVIUS RESTAURANT DEC 012016 OMMUNIOTy pEV NTNG g ` 2 PARADISE RD . &z 539 LORING AVE . ELOpMENT SALEM , MA List of Drawings: SEPTEMBER 2016 CIVIL Owner 2 Paradise Rd., LLC Cover ' & Applicant: 3 Rockaway Avenue C-1 Notes Marblehead, MA 01945 Revised 11/30/16 C-2 Existing Condtions Site Plan to C-3 Proposed Site Layout C-4 Proposed Grading & Utility Plan PNp�°E Engineer: Griffin Engineering Group, LLC �� ¢"° C-5 Lighting & Landscaping Plan 495 Cabot Street, 2nd Floor N�E� �� J �b D-1 Detail I — Beverly, MA 01915 �� 'p D-2 Detail II a ' (978)927-5111ve^; D-3 Detail III ea H k ialx \ fO� 9y. _ a ARCHITECTURAL Surveyor: LANDMARK Engineering & Surveying, Inc. COVER A-1 Main Floor Plan 583 Chestnut Street E ¢ MAaaE� , WM� A-2 Elevations Lynn, MA 01904 SWAMPSwIT1 (781.)592-7016 SALEM PLANNING BOARD LOCUS MAP t clan acre clryp/5e ,MA�ry Nat Oremice aaWmwlatl planbyth SalemP nnM Architect: Silverwatch Architects, LLC 1" = 800' SM ^dS �'� a,>e'a�` ffl ;awa,�> iro appaa/wea received dul*V N avanty(20)days next 155 Londonderry Road Abe suM rece%pf Andre adM avxri natiae. Windham, N.H. 03087 (603)894-4450 DATE: GENERAL NOTES EROSION CONTROL NOTESUTILITY NOTES' 1) ME CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT ME LOCATION AND/OF ELEVATION OF ME EXISTING I) M£LIMIT OF M£WORK LINE FOR ME PROJECT SHALL BE THE SAME AS ME LIMIT OF ME W ES NECESSARY FOR 1)ALL WATER LINES ARE TO BE INSTALLED MM A MINIMUM OF FIVE FEET OF COVER AND A MAXIMUM OF SIX FEET OF LHCIRLS AND STRUCTURES AS SHOWN ON MESE PLANS IS BASED ON ME RECORDS OF VARIOUS PLANS AND GRAVING OR UTILITY PURPOSES NO WORK SHALL OCCUR BEYOND MESE LIMITS OR BEYOND ME LIMITS DEFINED BY ME COVER EXCEPT AS NOTED, DETAILED OMEFMSE OR REWIRED BY ME CONTROLLING MUNICIPAL AUTHORITY A WERE POSSIBLE. MEASUREMENTS TAKEN IN ME FIELD. THIS INFORMA DON 15 NOT TO BE RELIED ON AS BEING HA YSALE/SIL TFENCE VARIATION IN MESE BERMS IS PERMITTED(IF ALLOWED BY CONTROLLING MUNICIPAL AUTHORITY) WERE REOUIRED TO EXACT OR COMPLETE THE LOCATION OF ALL UNDERGROUND UPL/TIES AND STRUCTURES SHALL BE VERIFIED IN ME AVOID CONFLICTS WM OMER UPLITIES HOWEVER. CONTRACTOR IS REQUIRED TO INSTALL WARR LINES AND FIELD PRIOR TO ME START OF CONSTRUCTION ME CONTRACTOR MUST CONTACT ME APPROPRIATE UPLITY 1)ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CMSMUC70 IN ACCORDANCE MTH ME APPURTENANCES IN ACCORDANCE WM LOCAL REQUIREMENTS OF M£CONMOLLINC MUNICIPAL AUMORITY, INCLUDING COMPANIES GOVERNING PERM/TYING AUTHORITIES, AND "DIG SAFE"AT LEAST 71 HOURS PRIOR TO ANY EXCAVATION MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS, DATED MARCH 7997, BUT NOT LIMITED TO CLEARANCES BEDDING BACKFILL INSULAPON, ETC, ANY VARIATION FROM ME PLAN LAYOUT WORK TO REQUEST EXACT FIELD LOCA PON OF UTILITIES ME ENGINEER OF RECORD SHALL BE NOTIFIED IN WRIANG AS AMENDED. AND ALL LOCAL MUNICIPAL REGULATORS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR M INSTALLATION. OF ANY UTILITIES INTERFERING MIR PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION MLL BE TAKEN BY ME ENGINEER BEFORE ME CONTRACTOR PROCEEDS MM ME WORK. IT SHALL BE ME RESPONSIBILITY OF ME 3)EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE/N PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE 2)GENERALLY, WATER LINE FITTING$IOENPPED W MESE ORAMNCS ARE SHOW FOR INSTALLATION LOCATION CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT MM ME PROPOSED IMPROVEMENTS SHOWN ON WAR OR EAFMWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. AND REMAIN IN PLACE, PURPOSES ME CONTRACTOR SHALL NOTE MAT NOT ALL FITTINGS REQUIRED FOR ME WORK ARE NOTED, SHOWN, OF MESE PLANS UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED, INDICATED 2) ME CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL OF ALL SYSTEM 4)ADDITIONAL EROSION CONTROL MEASURES MAY BE DEEMED NECESSARY BY ME ENGINEER OF ME MUNICIPALITY AT J)ALL WATER LINE FITTINGS. TEES ETC SHALL BE RESMAINEO WM CONCRETE THRUST BLOCKS, MEGALUC RESTRAINED COMPONENTS NO AODI NONAL COST TO THE OWNER. JOUSTS BIX AO-RANGED CONNECTION OR TIE RODS PFONOE JOINT FESTRAPN DETAILS TO ENGINEER PRIOR TO CONSTRUCTION FOR RENEW AND APPROVAL. 3)SAFETY MEASURES, DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION MEMODS SHALL BE ME SOLE 5) THE EROSION CONTIPIX MEASURES SHOW ON MESE DRAWNGS ARE REPRESENTATIVE OF A SINGLE STAGE OF 4)A MINIMUM OF 10 F££i CLEAR HORIZONTAL SPACE SHALL BE MAINTAINED BETWEEN SANITARY SEWER LIN£5 AND RESPONSIBILITY OF M£ CONTRACTOR. CONSTRUCTION ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME SITING, RELOCATION, AND AUGMENTATION OF EROSION CONTROL DEVICES INCLUDING HAYBALES SILTHENCE DRAINAGE SWALES TEMPORARY SEDIMENTATIONS BASINS, WATER LINES WOBBLES CONDI PONS PREV£NI A LATERAL S£PAKA PON OF 10 FEET TO A WATER LINE ME WATER LINE 4)IN CASES WERE LEDGE OR BOULDERS ARE PRESENT, ME ENG/NEER MLC NOT BE RESPONSIBLE FOR ASSURING CRUSHED STONE ETC THE CONTRACTOR SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED W SHALL BE LAID IN A SEPARATE FRENCH AND ME ELEVATION M£CPONN OF THE SEWER SHALL BE AT LEAST 18 INCHES ME AMOUNT OF ROCK TO BE ENCOUNTERED PAST AND CURRENT WEATHER CONDMONS, SEASON AND EXPECTED FUTURE CONSTRUCTION ACPNPES AS ME PROJECT BELOW ME INVERT OF THE WATER PIPE PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE IN ME EVENT THAT CHWITICI£NCIES IN ME EROSION CONTROL 5)GRADES, BOM EXISTING AND FINISHED. ARE INDICATED ON DRAWNGS ME LLC MAT MEL HOLO THE CONTRACT PRACTICES ARE IDENTIFIED BY ME OWNER, OR AN AGENT FOR ME OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE 5)DOMESTIC WAIF SERNCES 25'AND SMALLER SHALL BE TYPE K COPPER NB/NG AND SHALL BE INSTALLED WM FOR REPAIRING. SUPPLEMENTING RELOCATION, OR OTHEFMSE PRONGING EROSION CONTROL$AS NECESSARY AT NO APPROPRIATELY SIZED CORPORATION STOP WN APPROVED SADDLE CURB STOP, AND BOX AND/OF ENGINEER ARE NOT RESPONSIBLE FOR TO SA GRADES SHOWN ON DRAWNGS CONTRACTOR SHALL ADDITIONAL COST TO M£OWNER CHECK ALL AREAS WHEREIN GRADES ARE EKED.SHOTO SATISFY HIMSELF AS RESPONSIBLE ACTUAL CONDI ESTI AND 6)ALL WATER LINES 3"OR LARGER SHALL BE CEMENT LINED DUCTILE IRON- CLASS 52, ANO SHALL BE INSTALLED CONT'DINCORPPOI ANY DISCREPANCIES CESSARY F. CONTRACTOR PALL TI NSSHATA ESTABLISHING PRESE ALL 6)STOCKPILES SHALL BE SURROUNDED WM STAKED HAYRIDES ANO/OR SILTATION FENCES TO PREVENT ANO/OR WITH APPROPRIATELY SIZED FITRNGS AND GATE VALVES MATERIA POINTS AND MARKINGS NECESSARY FOR M£ MOST PRECAUTIONS SHALL B£ TAKEN TO PRESERVE CONTROL S'L TA TION AND EROSION ME LOCA PON OF ME STOCKPILE AREAS MAY BE MODIFIED AS APPROVED BY ME MATERIALS OUTSIDE M£LINE OF LIMIT OF WORK IN M£MOST UNOISTURBfO CINJDIPONS POSSIBLE ON-SITE EROSION CONTROL MONITOR, TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER MAT STORMWA NOR J)DOMESTIC WATER SERNCES SHALL BE INSTALLED WITH APPROPRIATELY SIZED LATE, BOX AND TEE FILLINGS 6) ME CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED SITE DOES NOT INFILTRATE ME MATERIALS AND THEREBY SUCCEED IN MAKING IF UNSUITABLE FOR FILL USE BURIAL OF WASTE MATERIAL ON-SITE IS NOT PERMITTED. 8)ALL WAT£F LINE APPURTENANCES MATERIALS METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MEET J)EARMWORK ACPAPY ON THE SIT SHALL BE DONE IN A MANOR SUCH MAT RUNOFF 15 DIRECTED TO TEMPORARY OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. Z) THE CONTRACTOR SHALL PROTECT ADJACENT PROFERRED FROM ON-SITE CONSTRUCTION ACRO RES AND REMOVE DRAINAGE SWALES AND SEDIMENTATION BASINS ANY SEDIMENT OR DEBRIS DEPOSITED M£REON IMMEDIATELY 9)PRESSURE AND LEAKAGE NEST.CONTRACTOR AND FLUSHING SHALL BEM ACCORDANCE MON ALL LOCAL MUNICIPAL B) R Y TE FILTERS ANOROR FILTER BAGS SHALL K PLACED AT ALL EXISTING&PROPOSED CATCH BASINS SUBJECT TO STANDARDS AND REQUIREMENTS. CON EQUIR D SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION MM UTILITY $MRMWAIER RUN-OFF FROM PROPOSED EARTHWORK AREAS DURING TCONSTRUCTION,DRAINAGE OF AS DIRECTO BY L, TESTS. FLUSHING AND INSPECTION AS REQUIRED BY ME LOCAL MUNICIPALITY. W DRAINAGE GENERATED ASA RESULT OF DEWATERING SHALL BE DISCHARGE ONTO TO EXISTING DRAINAGE COURSES SAGS SHALL BE NO SEDIMENTS$MACH ENTER ME ON-SHE Q9 AREA ]E DRAINAGE 5YS1£M AT ANY RML, FIVER MM PROPER FILTRATION AND EROSION CONTROL MEASURES DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY BARS SMALL BE INSTALL£O INSIDE CATCH BASINS IN HIGH TRAFFIC AREA WERE HAYBALES MEL INTERFERE MM EN PRIMARY BUILDING METER AND BACKROW OTE OR D SMILED O LOCATED AT ME PONT WERE M£WILIER CINE SHALL NOT BE ALLOWED. TRAFfC ENTERS M£BUIfBING UNL£$5 OMERWSE NOTED GG DETAILED ON ME DRAWNGS 9)IF ANY PART OF MI5 DESIGN IS TO BE ALIENS IN ANY WAY, THE ENG/NEER AS WELL AS M£APPROVING 9)ALL EROSION CONTROL MEASURE SHALL BE ROUTINELY INSPECTED. CLEANED AND REPAIRED OR REPLACED AS 11)ALL GRAVITY SEWER PIPES SHALL BE POLYNNn CHLORIDE PIPE(PVC)SOR35 UNLESS NOTES OMERWSE. AUTHORITIES SHALL BE NOTIFIED IN WlITING BEFORE CONSMUCTION. NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. INSPECTIONS SHALL TAKE PLACE AT LEAST ONE A WEEK AI ME END OF ME WORKWEEK PRIOR TO WEEKENDS AND MIEN PRECIPITATION IS FORECASTED DEFICIENCIES OF ANY 12)A MINIMUM OF 18"CLEARANCE SHALL BE MAINTAINED WERE WATER LINES CROSS STORM DRAIN LINES 10) THE CONTRACTOR SHALL NOTIFY ME MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST 48 HOURS PRIOR KIND SHALL BE CORRECTED PRIOR TO ME EXPECTED PRECIPITATION OR PRIOR i0 LEAVING ME SITE FOR ME WEEKEND. TO ME COMMENCEMENT OF CONSTRUCTION INSPECTIONS SHALL ALSO OCCUR AFTER EACH RAINFALL EVENT OF GREATER MAN 05"OF RAINFALL AND DEFICIENCIES 13) WHERE WATER CINES CROSS OVER SEWER LINES WN LESS MAN IB"VERTICAL CLEARANCE AND WERE WATER CORFECT£0 DURING THAT WORK DAY LINES AND SERVICES CROSS BENEATH SEWER LINES FEWER LINE AND WATER LINE SHALL BE CAREFULLY ENCASED M 11) UNLESS OTHERMSE NOTED, COMPACT ALL LAYERS TO 95%MOD/F/EO PROCTOR CONCRETE ENCASEMENT SHALL ENTERO FROM PIPE SURFACES A MIN/MUM DISTANCE OF 8"ALL AROUND AND ID)ALL PROPOSED SLOPES(EXCLUDING RIP RAP SLOPES)STEEPER MAN 5,1 AND ALL SLOPES REGARDLESS OF SLOPE ENCASEMENT SHALL EXTEND ALONG EACH PIPE A MINIMUM DISTANCE OF 10 FEET FROM ME OMER PIPE AS MEASURED r„ 12)ALL WORK SHALL COMPLY WHY THE REQUIREMENTS OF ME CITY ENGINEER WD?AN OVERALL CHANGE IN GRADE GREATER MAN 10 FEET FROM TOP TO BOTTOM SHALL BE STABILIZED MTH NORMALLY FROM ALL POINTS ALONG ME PIPES EROSION CONTROL MATPNC IT IS ME RESPONSIBILITY OF ME CONTRACTOR TO REPAIR ANY DAMAGE TO PROPOSED 13)CONTRACTOR SHALL INFORM CITY ENGINEER OF ANY UNDERGROUND UPL.'RES ENCOUNTERED DURING EXCAVATION SLOPES(SLOUGHING EROSION, ETC.) THAT RESULT DURING CONSTRUCTION, AND INSTALL ERO&ON CONTROL MATTING AS 14)PROPOSED GAS SERVICE LOCARON SHALL BE DETERMINED BY GAS COMPANY. THE CONTRACTOR SHALL CONFIRM MAT WERE NOT SHOWN ON ME SPE UTILITY PLAN EXISRNG UTILITY SERVICES ENCOUNTERED ON-SITE MAT HAVE DIRECTED BY ME ARCTUECT/ENCINEER AT NO ADDITIONAL COST TO ME OWER. WILL Mf GAS COMPANY MAT GAS LINES INSFALLAPONS SHALL BE BY ME LOCAL GAS COMPANY ME CONTRACTOR NOT BEEN ABANDONED SHALL BE DISCONTINUED/N ACCORDANCE WM M£CITY OF SALEM ENGINEERING SHALL GIVE ME GAS COMPANY ADVANCE NOTICE OF WEN ME CAS LINE CAN BE INSTALLED. THE CONTRACTOR IS 1 1/]0/I ADD GENERAL eCUES 12 DEPARTMENT REQUIREMENTS 11) ME CONTRACTOR SHALL KEEP ON SIZE AT All FINS AOOIPONAL HAYBALES.EXTRA SILTATION FENCING, A RESPONSIBLE FOR ALL CCORDINAROK EXCAVATION BACKFILL AND COMPACTION FOR ME GAS LINE .,A; ADO FYu,ND1E5 v STOCKPILE OF CRUSHED STORE. EXTRA FILTER BAGS OR ANY OMER HER SPECIFIED HEREIN FOR EROSION/SEDIMENT CONTROL FAR INSTALLATION AT ME DIRECTION OF ME ENGINEER OR OWNERS REPRESENTATIVE TO MITIGATE ANY 15)ELECTRICAL AND TELEPHONE SERVICES SHALL BE COORDINATED AND SCHEDULED WM ME APPROPRIATE UPCIEY 19 k 20 EMERGENCY CONOIRONS COMPANY SERVLINC ME PROJECT SITE Noq Dffie D.Mrrpabo 12) Mf AREA OR AREAS OF ENTRANCE AND EXIT SHALL BE MAINTAINED IN A CONDITION MAI MIT PREVENT TRACKING 15) M£PRIMARY ELECTRICAL AND TELEPHONE DISTRIBUTION SYSTEMS ARE SHOW GRAPHICALLY FOR COOFD/NA PON Revisions OF FLOWING OF SEDIMENT OFF OF THE PROJECT 5/1£ ALL SEDIMENT SPILLED, DROPPED, RALLIED OF WACK£D OFF ME PURP05ES ALL ASPECTS OF ME THESE SERALES SHALL BE DESIGN/BUILD BY ME CONTRACTOR IN ACCORDANCE WHO PARKING AND TRAFFIC CONTROL NOTES I PROJECT SHE MUST BE R£MOV£O IMMEDIATELY ALL LOCAL STAK. FEDERAL, AND UTILITY COMPANY STANDARDS AND CODES ALL COSTS AND FEES ASSOCIATED MM PROVIDING MESE SEFVCES INCLUDING BUT NOT LIMITED TO FURNISHING AND INSTALLING ALL STRUCTURES. EOL'IPMENT,. I)HANDICAP ACCESSIBLE PARKING SPACES SHALL CONTORT TO ME REQUIREMENTS OF ME AMERICANS MW 1J)ANY DEWATERING REQUIRED ON ME SIZE SHALL DISCHARGE INTO A TEMPORARY SOL REMOVAL BASIN. CONDUIT, WRING. POLES, TRANSFORMERS PADS PERMITS EASEMENTS ETC NECESSARY TO BRING MESE SERVICES TO DISABILITIES ACT(ADA) OF JANUARY 1992, AS AMENDED, ME SECOND SHALL BE COORDINATED MM ME OWNER AND IS ME Rf5PON9BXLY OF ME CONTRACTOR UNLESS I4)STREET SWEEPING SHOULD BE CONDUCTED ONCE PER MONTH DURING ME LATE SPRING. SUMMER AND EARLY FALL SPECIFIC ARRANGEMENTS ARE MADE WM ME OWNER IN WILING PRIOR TO ACCEPTANCE OF M£SID, ME BUILDING 2)ACCESSIBLE PARKING DESIGNATED WM A "V"SHALL HE SIGNED AS "VAN ACCESSIBLE"PER AOA 4.1.2.58. SEASONS CONTRACTOR MIT BE RESPONSIBLE FOR INSTALLING WAES AND CONDUIT FROM 10'OUTSIDE WE BUILDING EO ME BUILDING ELECTRICAL ROOM, .�s J)ALL CURBING SHALL BE 6" VERTICAL FACE GRANTS UNLESS NOTED OR DETAILED OMERMSE 15)DUST GENERATED MUST BE MINIMIZED BY ME USE OF WATER TRUCKS AS NECESSARY. DURING 60NSTSUCRON, n I] ALL PIPING WMIN 10'OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE. PLUMBING COOS OR y OUST CONTROL LI MAJOR IRA VEL AREAS MAY USE CALCIUM CHLORIDE IN ACCORDANCE EWTH U SEC 440 OF MCHC ) nvn 6)ALL LIMITS OF PAVING SHALL BE CURBED UNLESS DERAILED OMERMSE DEPART COORDINATED PUBLIC WORKS SAC OR T EIR DE IGNEE P FOR HIGHWAYS ANp BRIDGES WE USE OF CALCIUM CHLORIDE £LECWILAL CODE AS APPROPRA]E T K assx5 MLL BE LESSERUSWM SAC OR TREATED DESIGNEE WILT PRIOR i0 ST CO IRON. AREAS IN CLOSE PROXIMITY TO WETLANDS 5)ALL STANDARD PARKING SPACES SHALL BE 9'IN WITH BY 19'IN LENGTH. SUCH DIMENSIONS MAY INCLUDE NO AND OF LESSER USE ARE TO BE £REI NED W M WILIER FOR DUST CONTROL. M ALL TTY COµIRK TO MEED CITY OF SALEM U UPLHY, WAOER REQUIREMENTS,A CONTRACTOR TO COORDINATE hnrv441� MORE MAN 2'OF ANY SLELANDSCAPE SETBACK AREA ADJACENT TO Mf FRONT OR REAR OF A STALLA NO USED FOR MM UPLITy COMPANY AS N£E0f0 10 ENSURE FUNCTIONING, LOMP<IANT SYSTEMS ARE INSTALLED IN A TIMELY MANNER P-N BUMPER OKRHANL', AISLE WONT FOR TWO-WAY TRAFFIC SHALL NOT BE LESS MAN 2d'. 19)ALL EXISTING UTILITIESDEPARTMENT SHALL BE CUT AND LAP DEMOLITION MAIN FOLLOWD6 TI FE ARRMENTS FROM ME EA 6)AGL PAVEMENT SWIPING SHALL BE PAINTED S M 2 COATS N PAWL R QUIRES IDR SHALL ALLOW A MINIMUM RL,GNI REFERENI(.`ES B• NDIES' ENCIN£ERINL RING AVENU SHAL TO ISSUANCE OFA ENGINE PERMIT EXISTING WATER METER AND READING DENSE OF U HOURS BETWEEN COATS OF PAINT UNLESS ME PAINT MANUFACTURER REQUIRES GANGER IN WHICH CASE ME FROM 5J9 LOPING AVENUE SHALL BE RETURNED TO ME ENGINEERING DEPARTMENT AFTER WILIER SERVICE 15 MANUFACTURERS REQUIREMENTS SHALL COVERTS O RECORD OWNER: 2 PARADISE ROAD 539 CORING AD., LI ABANDONED. 1 PARADISE RLI., LLC 2 PARADISE FO., LLC Griffin J)CONTRACTOR VSHALLESTIBULES. REFER Z AVING. EXIT PUNCHED, PLANS FOR EXACT LORECISE AND NG DIMENSIONS OF BUILDING ESRD DEED: BK 3J51J, PG 161 ESRD USED: BK 34360, PC 577 20)INSPECTION AND DIS NESTING SHALL BE PERFORMED ON ST SEWER AND ANY POTENTIAL DRAW FROM ME EXISTING '^":. EXACT UG VY ENTRANCE SLOPED HAVING. EXIT PORCHES RAMPS HULK DOCKS, PRECISE BUILDING DIMENSIONS AND BUILDING D CONFIRM TTY CONSULCONATETANT IR ME CORRECT LT OF /N EC CITY SHEET INSPECG SHALL B SHALL SUBMITTED TO, EXACT UGLIFY ENTRANCE LCCAPONS. 2)ESRD F£COF9 PLANS SCHEDULED WIN ME CITY CONSUL R TO ISSUANCE AND RESULT OF INSPECTION AND TESTING SHALL BE SUBMITTED TO - '•� Engineenng -PLAN 48!OF I970 -PLAN 597 OF 1961 ME ENGINEERING OEPAFTNENT PRIOR i0 ISSUANCE OF BUILDING PERMIT � lGmup, LLC 8)ALL TRAFFIC CONTROL SIGNS AND MARKING ARE TO CONFORM TO LOCAL, STALE AND FEDERAL GUIDELINES -PLAN BK 70, PLAN J -PLAN SK JJ6, PLAN 25 3)CITY OF SALEM PROPERTY MAP 11, LOTS 231&232. 495 Cabot SAHe1,2nd ROOF 9evePy,MA 01915 4)CITY OF SALEM ZONE DISTRICT, BUSINESS HIGHWAY(92)&ENTRANCE CORRIDOR OVERLAY OF C.0) Tel 978-927"5111 5) CITY OF SALEM FEMA FLOOD INSURANCE RAT MAP(MAP#26009CO532G JULY 16, 2014)INDICATES Fax 978,927-5103 MAT ME SITE IS LOCATED WITHIN A ZONE R Ml/CH/5 AREAS DETERMINED TO BE OUTSIDE ME 02% GRADING & DRAINAGE NOTES: ANNUAL CHANCE FLOODPLAIN. T)ALL PROPOSED CATCH BASINS SHALL BE EQUIPPED WITH A GAS/NL HOODS ON ME DISCHARGE PIPE AND SHALL 6)EXISTING CONDITIONS SURVEY BY LANDMARK ENGINEERING&SURVEYING, INC. OF LYNN MA ON 2 PARADISE RD, LLC HAVE A 4'DEEP SUMP IN ACCORDANCE WM ME MASSACHUSETTS STORMWATEF MANAGEMENT POLICY NOVEMBER 4, 2015. 2 PARADISE RD CRC T)ALL SMIRYWAR7 DRAINAGE PIPES SHALL BE RCP, UNLESS NOTED OTHEFMSE J)CLEM TONS ARE ON ME NAODRA OA RAM 539 LORING AVE, 3)ALL ROOF DRAINS ROOF LEAVERS. AND AREA DRAIN PIPES WMN 10'OF ME BUILDING SHALL BE CAST IRON TO 8)SHEET 1 OF LORING AVENUE AREA WA TR SYSTEM IMPROVEMENT PLANS BY CAMP DRESSER&MOSES SALEM, MA CONFORM TO MASSACHUSETTS BUILDING CODE AND PLUMBING WOE ALL ROOF DRAINS, ROOF LEADERS. AND AREA INC. DATED JANUARY 2006(LAST REVISED DEC. 2006). DRAIN PIPES BEAGER /0'BE M£BUILDING SHALL BE SCH40 PVC PIPE 9)REFERENCE ARCHHECRWAL DRAWNGS ENDRES "CAFE WSUAAS PLAZA"OAIEO 9/18/16 PREPARED BY 4)ALL PIPING WMIN TD'OF ME BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CONE PLUMBING CONE OR SILVERWATC4 ARCHITECTS LLC ELECTRICAL CODE AS APPROPRIATE 10) CITY OF SALEM ZONING 60ARD OF APPEALS DECISION CARD AUGUST A 1016(ESRD 35231, PG !JD). NOTES 5)PLACE 4"LOAM AND GRASS LAW SEED MIXTURE(200 LB/ACRE). STARTER FERTILIZER 19-/9-19 v 4W CB/ACRE, DRY MAGNESIUM LIME AT FOOD LB/ACRE AND HEAVY BLANKET OF S WA W MULCH(2000. LB/ACRE MINIMUM)OVER ALL DISBURSES AREAS UNLESS SHOWN OMEFMSE GRASS AREAS TO BE MAINTAINED, WATERED AND MOWED UNTIL ACCEPTANCE SCOIC I'=w 6)ALL WALKS AND PAVEMENT TO HAVE A MAXIMUM RUNNING SLOPE(IN DIRECTION OF TRA KL) OF 4.9R AND A MINIMUM CROSS-SLOPE OF 1%AND MAXIMUM CROSS-SLOPE OF 1R(1.5%TYPICAL)IS ALL KRAFT AREAS IF SPOT JDb M. _ ELEVATIONS SHOWN ON PLANS CONFLICT WHY ME SLOPES SHORN, ME SLOPES SHALL GOVERN N. 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MAP 21, LOT 230 \ G BHUMINOUS ONCR'TE GRAPHIC SCALE � � G Griffin m "M_ETRO CREDIT UNION" ' \\ `g#y„';: e(IN F6!) f PARADISE RD. \ �� � Engineering wn-m n ” Group, LLC L•E•G-E-N-D 495 Cabot SOael,2ntl FboT Beverly,MA 01915 -------PROPERTY LINE Tel..97"27-5111 PARKING CHART ZONING TABLE -- -- EOP Fax.978-927-5103 Uae Parking Req'mt Basi, SPocea ZONE D159LCT:BUSINESS HIGHWAY (82)IF ENTRANCE CORRIDOR OVERLAY - _ __ CURB RESTAURANT 1 SF/4 SEATS 21 SEATSExlmxc use RESTAURANT BUILDING 2 PARADISE RD, LLC \EsuNus PIZZA + 1 SP/2 a EMPLOYEES 10 EMPLOYEES PROPOSED USE RESTAURANT h OFFICE -- - -a----- STOCKADE FENCE 2 PARADISE RD & - REQUIRED exlsnrvc PRowseD ��- - a-�- CHAINLINK FENCE 539 LORING AVE. PROPOSED 1 SP/4 SEATS 15 SEATS PER ZONING RESTAURANT + 1 SP/Z 8 EMPLOYEES B MINIMUM LOT AREA 12.000 SF 19,693 SFt 18,483 SF} — - - - — EASEMENT SALEM, MA EMPLOYEES MINIMUM LOT AREA PER UNIT ---- ---- ---- mNlMuu LOT WOTH 1DO' 227.1' 227.1 ������ � ������� PROP. BUILDING PROPOSED 1 SP/EMPLOYEE 4 EMPLOYEES 4 MINIMUM LOT FRONTAGE 100' 202.55' 2p2S5' omcE IMA MUM LOT COVERAGE BUILDINGS 25% n.2% 19.4% —"-"— PROP. EDGE OF PAVEMENT REQUIRED 22 MINIMUM OPEN SPACE ---- ---- ---- = PROP. CURB MINIMUM FRONT YARD 30' 22' II 22' H)N) PROVIDED: 3o MINIMUM SIDE YARD 10' 30'. 1 31a' PROP. FENCE SITE LAYOUT • MINIMUM %R YARD 30' 1' UI }5.0' MPXIMUM BUILDING HDCHT FE 30' C10' 23'} MNIMUM BVILOING N-I SI --- ---- --- FLOOR ARU RATIO FOORNOIES; Spylg l"-111 (1)EXISTING NONCONFORMITY. (2)DETER TO CRY OF SALEM ZONING BOARD OF APPEALS(ZBA)AUGUST 3. 2016, ,ape DECISION (ESRD BK. 35231, PG. 330), g11IMI L�Fa_J Z Qft 9/27/16 RAW— HW—WW— „WO- OHW OHW—QUK—OHW- OHWW OHWW OHWA—OHW—GHW—OHW O w—q{W_- 2A 15 V (,NT tr CAP ECB i2 RIN a 96 C YWER AT MAIN RIM-4254 i\ ... . 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BOULARD BOLLARDS R-4 SIGN-1 (7SHeh LIGHT(Do+ of 5)-7 LLC IOL 1 VINNIN ST+ G, PROP, "LL MAP 20, LOT 2 PACK LICHT (I)AeRu RAW( 5 (IBRI, R-2&R-3 5'MOE WALK (UApRp __2�7+ CONC2 SIGNS fit Ruh (IJ)H.h I (10V--- ___ ._L \\ I/ 3) (8)R. SHOF BOX (UAcRu PASSING LOT ------ UGHT ETTIP) 15 No BITUMINOUS PARKING CONCRETE LIGHT CONCRETE SNOW �Iz SHOW STORAGE� STORAGE 24 Ruh 7"/ NET LANDSGAWNG& I GLEN 17 J I -, — DUMPSTER AREA PLANTING SCHENUIS TKILS III : ADAL BTp .4) ,/ 1— 1 PATO T Vc. / I C. I ­� I, Nil D.I. DIMPOP'lloo -2 SNOW X C;, Revisions STORAGE \� X- 10 P. SEE NOTE 9 'Y' 10'MOE DRAINAGE N/F 09 (Unco EASEMENT I ,- \ 1�. It THE JNS REAL ESTATE TRUST 4 PARADISE RD. MAP 21, LOT 230 DDHoh GRAPHIC SCALE A ITriffin ,I PARADISE RD. 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I KV 1 BOTANIC M� ICOMMON NAME CHAINIENK FENCE 539 LORING AVE. C CBDNP TT I. NuRTTi,,bid Uletho Y 55 IZ I A SOIL MOISTURE SENSOR?AND RAINFALL SENSOW TO PREWNT UNNECESSARY WATERING R-2 EASEMENT SALEM, MA �b I Hr I Moso rugoso #3 pot 6. PLANTING WITTIALS AND METHODS PER MASSACNVSET7F$HIGHWAY DEPARTMENT SECTION 77, PROP. BUILDING S, I S,ion J....lo. AIB.0 #3 pot 7. ME WEE Of�AT LEAST J5"CALIPER FOR EACH 3 PARKING SPACES TOTAL TREES REWIRED PROP� EDGE OF PAVEMENT TO BE PLANTI)IS 10. TOTAL TREES PROWDED IS 26 TREES WICH IS I AREE PER IJ PARKING TL L SPACES PROP. CURB PERENNIALS KEY AND LIST LIGHTING & QTY I KEY R-3 PROP+ FENCE I BOTANIC NAME I COMMON NAME 8 LANDSCAPING DICSICY AND PLAN KING SCHEDULE BY LAURA RUHLEDGEL LANDSCAPE ARWiTUCT, LANDSCAPING PLAN SUN OF REWHO.Y. MA, wo PROP. PARKING LIGHT 80 1 Hoh I Hemeropollis Do #1 pot 9 APPLICANT TO COORDINAT INCH 4 PARADISE ROAD PROPERTY OWNER RECARDINC ABILITY TO 78 Pen I Pennisetum FBUM�rNU,IY,o INSTALL PRICED ON 4 PARADISE ROAD PROPERTY w PROP. WALL PACK LIGHT M NO I] 22 e�-kg otriplicitol'a .,Vi 2p sqglc r-ur Ruh 12 S.Epep I. R PROP. BOULARD LIGHT N­kI`e,N b,Kh. I fz put PARKIN SHADE R-4 IRE PROP� SIGN I ANE PROP. LANDSCAPING BED C-5 1"Do F To Top p ;2 'Pt �1 I EFIL I hefleborus 1 #2 put 9/27/16 siANDORD IO'x I e'GATE VALVE NOTE: FRAME AND COVER I)ALL PIPE BOLLARDS SHALL BE DOWNSPOUT SEE __ PAINTED WITH REFLECTIVE YELLOW 6 SCN40 STEEL PIPE ARCH. ELEVATIONS `-'" SET CAST INDIA FRAME OFRA CD TRAFFIC PAINT(SEE SPECS) 6*SC�RUED 0 STEELCORDIPE FOR LOCATORS ON COMPACOR TED FILL 2)SEE SHEETS L-3 AND D-3 FOR TOP ROUNDED, BOLLARD LOCATIONS METAL CLEAT 20 GA, METAL BOOT y ® O PAVEMENTOR GRADE FlNISH GRADE ` WEDGE ACTON RESTRAINT DENCE DUCTILE IRON ACCESS TUBE il-� CENTER OVER VALVE MINUET AND PLUMBFOOnNVFT GR OVER _ '` ��� 1- KEEP PLUMB UNTIL BACKFlIIEO \ FlLL POST W/ \� \ CONCRETE T� PUCE MASONRY BLOCK TYPICAL THRUST RESTRAINT USING 4,000 PSI WEDGE ACTION RESTRAINT PEACE CONCRETE MIN. FOUNDATION UNDER ACCESS PIPE (TYR) ON CMPACTED FILL- 6' ROOF LEADER TO DO NOT REST ON VALVE. 1 DRAINAGE SYSTEM DEM \" '." 5=0.01 FT/FT MIN. RESILIENT SEATED 1)1) NEED TO BE PLACED BEYOND ME AREA OF RESTRAINTS IN OTE VALVE ACCORDANCE CE NIM MANUFACTURER RECOMMENDATIONS. BOIIOM OF TRENCH YUNLESS IN ROCK PIPE BOLLARD `"�1`s� TYPICAL THRUST RESTRAINT WEDGE TYPICAL DOWNSPOUT CONNECTION DETAIL GATE VALVE CON THRUST BLOCK ACTION RESTRAINT TYPE JOINTS OR VALVE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCHEDULE OF TIE RODS P 3 4 BACKFILL TO SUBGRADE W/ Bbl6'1 VERTICAL PIPE SIZE NUMBER OF DIAMETER OF RODS CLEAN GRANULAR BACKFILL RODS PER FITTING GRANITE CURB(MRO RLL 6"MA%. LCTO5 CLEAN GRANULAR BACKFILL VA3 TYPE) MATERIAL VARIES 4'- 12" 2 3/4' COMPACT i0 95S M00.PROCTOR NO STONES LARGER THAN 3" FlLL 6"MAX. LIFTS TOP COURSE 16 4 3/4' COMPACT TO 95%MOD. PROCTOR As re9E BINDER COURSE 00 OOOO O0 0 O 00 O O 6" p Oo 00 0 00 0p O Tp" WATER, SEWER. DR DRAIN. \\\� p O 00 O p ET AT MINIMUM DEPTH OR 00000 00 0 O 0000 0 O INVERTS AS INDICATED. 6 PAVEMENT BASE � \ 2' Min. • a° a COURSE MATERIAL BASE/SUBBASE COURSE(5) ��� ,... Oe nFCDa OLS'BITUMINOUS NEARING COURSE(HHD M].11.03 IARC£ I A,"TCP COURY') - 6' M. - ® Revisions BORON k SIDES CONCRETE O25'BITUMINOUS BINDER COURSE M311.03 TABLE / (3000 PSI) A."BINDER INOFR COURSE") 3/8'CRUSHED STONE OR SCREENED GRAVEL O 12"CHASE GRADED CRUSHED STONE FOR SUBBASE BORON OF EXCAVATION (NEPA SU) 3/C CRUSHED O PREPAREDRED SUBGRADE FOR DUCTILE IRON OR RLV PIPE: TOP OF STONE IS MID-DEPTH (SPRING LINE) OF CONDUIT. STONE FOUNDATION { B$ FULL DEPTH PAVEMENTTYPICAL THRUST RESTRAINTS USING •`"'rr,Rr4*f TYPICAL PIPE BEDDING SECTION VERTICAL GRANITE CURB DETAIL TIE RODS AND FRICTION CLAMPS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. i US FOUNDRY COVER �A Griffin USF NO. ]621 PROP.6. D.I. L WATER LINE Engineenng NEW TOP BEND AS REO'D-MAX 45 DEC, 9ceWAU1 COURSE q5 DEG. BEND SAME DIA. AND MATERIAL AS BRANCH GATE VALVE AlSig . EDGDINOME r'roMP• LLC STRAIGHT PIPE TO FIT (SFE DETAIL) I- 2' MIN.—tet SEAL JOINT Wt — — — __—— 495 CBLK1 Sl2et,2nd F(W, NEW BASE TACK COAs q5 DEG. BEND --IIIV/// ❑ Beverlg MA 01915 COURSE BRANCH LINE fi'e6' TAPPING 1' MIN. SAW CUT EXISTING WYE -ROW DIRECTION SLEEVE Te(97&927-5111 PAVEMENT AND Fax:978-9275103 MATCH GRADE S. vnLK BOx EXISTING TOP COURSE gATEMa qxp HPE US FOUNDRY COVER A"R COVER 2xH TO unld USF N0. 7621 EXISTING BINDER " UNE I ACL45S TUBE 2 PARADISE RD, LLC SAW CUT EXISTING 1, . ,1.�. 2 PARADISE RD & 6' PAVEMENT AND 1 1ST, MASM'RY MNG NEW MATCH GRADE c { F" 539 LORING AVE. a SUBBASE ) PLAN Lr WATER MAIN 4ECHAN CPL°"' SALEM, MA J EXISTING iMTxc ATE vu.K p \ SUBBASE CCNLRETD PAD 1/B BEN 6'HICK %2'SQUARE t se x4 �// i /i. /i /i /i T¢rGR Tla 4'•pucnLe lew NQgs: rYNTECIIM PPE(6ASS 52) SUBGRADE 1)MUELLER H615 TAPPING SLEEVE k VALVE. DIXNEDRON DETAIL I • 2)GASKET: TWO 3/4"-THICK GASKETS WHICH FIT ucwAMCu.xY"TS(w) u[auIIGLL J'%uTs(xp DUCTILE IRON ARE SUPPLIED. X 3)RANGE: DUCTILE IRON MEETING ASTM 536-80, BRANCH TIME GRAPE 65-45-12 WELDED TO NECK. COATED GASKET GLUED. SECTION 4)GATE VALVE MUST BE ROTTED TO TAPPING TEE. SF°91¢lX-A. TYPICAL CONNECTION FOR 4" FIRE PROTECTION J&fi, '3 PAVEMENT MATCHING DETAIL CLEANOUT DETAIL FOR DRAIN TAPPING TEE WITH TAPPING TEE & GATE VALVE Phi BriscPTDrn\ten —� SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Qft 9/27/16 • STANDARD VpLK BD%ANO COVER PROPOSED CONCRETE SIDEWRLK RAMP h LEVEDNG AREA STREET SURFACE CUPS STONE �6'-B'(MIN5'-0" fi-B"(MIN.) WHEELCHAIR RAMP WHEELCHAIR MAX. ].SS In RAMPMAX. ].5S STREET RARE 5' OR SLOPE SLOPE 20' 6'WDE VERTICAL • • • 0ouble StakeE 6" TYP c RA 17 CURB t Ho;rUcA(TyP.) ( ) ° (6' REVEAL) •,1�1 •1 i MNN NBE Tnine Q °°c°c °c Hose from '�` 'ITT m 6" Oewo(ering Pump 0 TRANSITION MARINE 24'x48"DETECTABLE 20' °d CURB SLOPE TO WARNING STRIP CAST Hmvo (ry IN CONO LEVELING AC EES Pr M ArCH RAMP) AREA (YELLOW) I)Au wORx SHALL uEE1 TLE wm5uxE,of IRE AUEPOAxs v.,nl ���/ mler Fabric to be Placed OIS>BNTES Am AC ESS IL1TV WIOEUNES ROAAG)AND THE by on ExiI Crude Prior in „ c.UR OfetALTr OV MASSACHUSETTS ARCHITECTURAL ACCESS BOARD ,y HayLme matn to Prere^t Cmslon fromalmtip 2)RAND STINOT TO EXCEED 1:12 T,Wa Runoff 3)(AOR SLOPES STALL NOT DRUM 1:50(2.0R) 1.25'0 TYPE "K' Y D ID 4 DELPOTATILD KARAAAG URFACES dirl BLE WANING PROVIDED SSSRIEALL ME COPPER SERVICE RAISED TRUNCATED DOMES Met A NOMINAL DAML1m OF 0.5 INCIES, HANDICAP CURB CUT ANWI+ALDIND OFF02NCHES, ANDA OFMDOuaNTwro DEWATERING DETAIL (IF Applicable) CENTER PACING a DJO ING ST c I Ci DAMES SAd conTR/,sT 6" Msunur UG TUE ONGS I TA L Sc'C,EImER LDU1.--1.Tice W PIPER SCALE: N.T.S. DARK-Dx-uOHr. Doucs sHAu eE'usr-In Puce'nL£TWE SCALE: N.T.S. RB STOP CORPORATION MR DIRECT TAX HANDICAP SIGN RB RSELRENCLong Avis of Stockpile to be 1)CORPORATION SHALL BE A FORD FAM-1600 SERIES OR AN APPROVED EQUAL Pery¢nEiculSt c C°nom BY THE CITY OF SALEM. HANDICAP 2) ALL CORPORATIONS SHALL BE SUBJECT TO A SUSTAINED HYDRAULIC PRESSURE AISLE OF 200 PSI. STANDARD TYPICAL WATER CONNECTION FOR 1.25" SERVICE PIPE Wil sial° le SPACE SCALE: N.T.S. (45'ANGLE) PAINTED WHITE swpoL 4 ITE UNI 2, —STANDARD IJNE 36" (TLP) 'ed12"x10"TYPICAL RP PARKING Stocmll t b tea which prowdes like Ddf9 �'�� HANDICAP SPACE P----I � O CS ContinStakedgraSUPdle t ofSt Dike maxlmPr°laclion °gainal aroaionmw0rdo Revisions SIGN(TO MATCH ® TRAFRC SIGN 42" 4. wngraaient of Stockpile sensitive areas. SIGNS ON PHASE 1) 3 TemPoraliH stapillza by be lift or iW.N approved afockpiles that All be lett unaisturbe0 for THIS SIGN AT ALL 5. 6•� g, � mom means, than 14 days. 'VAN 5'- PARKING ACCESSIBLE' PARKING A`ACES n¢P 16- PAI HANDICAP AISLE FOR HANDICAP VAN SPACES IS TYPICAL PAINTED HANDICAP SYMBOL e'-0'mCE. R� npemT PARKING SPACE DETAIL TEMPORARY STOCKPILE 4 SCALE: N.T.S. SCALE: N.T.S. A cALvnNI2cD STEEL POST U CHANNEL �I?e Or POST EROSION CONTROL 9ZrA IV Yx 2"HARDWOOD POST FABRIC(MORAL N0. MIN-LENGTH OF a' 100OR EQUAL). ` AT 6'MA%. O.L. 5TAPIE TO POST AT o7.0 6"O.C. VERTICALLY <DIA. SLH40 GALV. Griffin REEL PIPE BOLLARD m PAINTED YELLOW VATI o ILICS' k RPAINT TUE D WITH 1 En ineen PAINT FlCON RETE ko GrGI LLCM CONCRETE 2"%2" WOODEN STAKE P p MIN. LENGTH BE 24" 6"CCRMC-DIAMETER J'-0" BIODEGRADABLE STRAW 495 Glwf SUee(hM Fl. 2.5'MIN Yx 2 x 30"HARDWOOD WATTLE OR WOOD CHIP BBVBII$MA 01915 2-5/fi'CADMIUM 215' 2' STAKES IN EACH HAYSALE. 2 MULCH BLOVM INTO PLATED STEEL DRIVE 6" i0 IY IN GROUND. I, MODEGRADABLE FABRIC TO.9]892]-5111 BOLTS WI1H HE% 1;'1;®+�I"'T WHEN WHEN "NTNG TWO a//. TLBE(SILT SOCK) LOCK NUTS q' g' _ WATTLES/SILT SOCKS, %l// Far:W&82L510.3 ®" -' FINISH(FADE � d 1 11Li \' I EITHER TIGHTLY ABUT BOTH _-..:, 'Min. -G1'r` \.T� ) ENDS AND 11E TOGETHER -� tJ NLN.o.) 1, ��,.I '1 ) \T usTNc HEAVY TWrvE aR �` 2 PARADISE RD, LLC 2S \. I`� I/ 4 ( 1 1 PLASTIC LOCKING TIES IXi j .L1" OVERLAP THE WATTLCS/SILT Ir 2 PARADISE RD & 4opo PSI 2'-0' 6. , 4+I x i` 1 r 1 (\iif 11 soc%s APPROx. 6'. oc. SPACING 539 LORING AVE. CONCRETET I / _ SIGN TO POST I f T 1 T \ 1� SALEM, MA DRIVEN VEN MINN. 3' I I I I/ 6"OR 10" DIAMETER INTO FNM 1.5 M'^ I/ BIODEGRADABLE STRAW WATiI£ NATURAL GROUND EXCAVATE B SHALLOW 1 a -- MIN. TRENCH BY Ik ill L- ,;:.yi yC •m-. ri• - A Ho-Ty t �, BACK LLL AFTER -I 'CNE SIGN AT INSTALLING FABRIC l/ ABUT TIGHTLY EACH HANDICAP 1'-8' DETAIL II e SPACE 2- tOGE1HE SILT FENCE HAYBALE STRAW WATTLE OR SILT SOCK SQ I9:All don NOTE: CONTRACTOR MAY USE EITHER JQI 157d HANDICAP PARKING SIGN BREAKAWAY SIGN POST DETAIL EROSION CONTROL UNLESS SERVATION C MISSI N. eY ENGINEER D_2 If OR CONSERVATION COMMISSION. 14NmspWa\eMml A SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. RrdG 91 • WASTED M29S CLASS I WOVE GEOTEXTILE OR EQUAL, SQUARE FRAME AND FINISHED CIRCULAR FRAME AND BETWEEN FOUNDATION STONE AND CHAMBERSOVERIRE GRAM SET AT GRADE COVER SET Ai FINISHED SO W0.P'&'WIDE STRIP CASIATO AVICLUW WITH FINISH [FINISHED GRADE, SCSIO MDESTRIP AASHTO M269 CUS52 NON-WOVEN GRADE SEE NOTE 4. CRgDE. SEE NOTE 4. GECMXMLE OR EQUAL COLLA CORD. DOLLAR INSPECTION PORT COLLAR BT DESIGN ENGINEER SC-7404YVAOE STRIP ADJUST TO GRADE SC31Dd'WIDE STRIP WItT1 couftsss El 1qqOF BRICK MANIgLE '"' .: 2 PIPERISERSTORMTECH RI Efl ENO' V . . '. ,. i. ' FLOATABLE CONTROL HOOD ` 4SSHALL BE ME"SNOUT' 'P (MANUFACTURED sY BMP, INC, LYME, CT)OR APPROVED EQUAL B SESUCH AS R-3701 HOOD ISOLATOR ROW FOU(MA(MANDRY,NC., BY AN, W) 5 PIPE SIZES 12" FWNDRY, INCE NBY NEENAH OR PE PLAN e r "ELIMINATOR•(MANUFACANRED 1250" I'20ICGRQUINCY. MMffR RESCUE. BRICK MASONRY OR INLET QUTIF fi CRUSHED CONCRETE WEIR TOP GUSES STONE BASE I OF WEIR=q.5 1) FABRICATED STORMTECH STORM CHAMBER ENO CAP WITV 12"RCP PIPE ENTRANCE AT TOP OF END LAP FOR INLET AND BOTTOM NOTES 4,000 PSI MINIMUM AFTER 25 DAYS. INva39.5 OF CAP FOR OUTLET. 6'CRUSHED P-DMH2 2. REINFORCED STEEL SHALL CONFORM i0 LATEST ASTM g105 SPEC.0]2 SQ. STONE BASE (WEIR) TYPICAL SG-740 STORMTECH END CAP Irv,/LINEAL FF, AND 0.12 so. IN, (BOTH WAYS) BASE BOTTOM, 6 ITS. 3. 4-20 DESIGN LOADING. BRICK MASONRY OR tYLHDPE 4. EAST APPROVED JORDAN IRON DANIRONT WORKS, INC FRAME& GRATE(V-5724-1)OR 3000 P& CONCRETE EQUIVALE INV=39.72 6' PVC ROOF 5. SHEA PRECAST OR APPROVED EQUIVALENT LEADER SMALL 2GRAART ING NFRAME S CORTARBEVER(HI 6, TONGUE &GROOVE JOINTS SEALED WITH BUTYL RESIN. BUM RESIN. SRCREENEDGRAVEL STONE BETON2 GRBRlCKAINGSSMORTAABE00R 15-9"__ _ _ OR SCREENED THICKNESS MIN 2COURSEE OLLAN AROUND ST PLACE (� 8'MAGRIRIMIN. LONCREFE CIX.LAR AROUND STRUCTURE. 4-ft DIA. PRECAST CATCH BASIN BELOW GRADING RINGS INSPECTION PoRTY.ITH SCREN4N CPP SCALE: N.T.S. NQIES: 1. CONCRETE P51 MINIMUM AFTER 28 DAYS, LOAM BSEED 3,M PSI CONCRETE 2, REINFORCED STEEL SHALL CONFORM TO LATEST ASTM BASE SPEC. H 0.12 SO,DESIGN DI AND 012 SC. IN. (ROTH WAYS)BASE BOTTOM, STORMTECH_jCAP 3 F-20 RESIGN LOADING. ^ ENO CAP � F-2D RATED CAST IRON FRAME AND COVER. 5, SHEA PRECAST OR APPROVED EQUIVALENT. BRICK MASONRY B. TONGUE &GROOVE JOINTS SEALED WTH BUTYL RESIN. SUM RESIN, INSPECTION I 4'EVE RISER - OR 3000 PSI PORT I6" SB' CONCRETE PER O es.o MIN TYPICAL 4'0 PRECAST DRAIN MANHOLE SCALE: N.T.S. STORMTECH INSPECTION ROME TO BE I \\� o Date cSOmpti. CHAMBER ATTACHED THROUGH 12"SDR35 - 51.0" , KAKCR-0UTLOCATED 12'SDR35 PIPE PIPE TO Revisions - -� AT CENTER OF CHAMBER FROM DET. \ DMH4 FILTER FABRIC 70MY FIELD/I _ NON-WOVEN,WRAP INFIL. ISOLATOR ROW FIELD COMPLETELY 24 ACCESS INSPECTION PORT OPENINGS W/ SiORMiECH TD FRAME&COVER 2 DUMP SC-740 CHAMBER WASHED, TRAPS CRUSHED. PLAN VIEW EACH 24'-4r1 (TYPICAL OF 15) ANGULAR STONE EXPANSION �d x08exi =4 RESIRAINi(SI'/' °c 1 yLl SO 740 CHAMBER FINISH GRADE NYLON ROPE 2 .W d FINISH MADE EL. 43.62 FRAME&COVER RAT WASHES) 1 W 6• SET E FINISH ehr .o 1/a" - 1.5 INCE. WASHED. (PAVEMENT) GRADE. SEE NOTE 4 BAG DETAIL 12- ='-I 6' 6' 12"L, CRUSHED, ANGULAR STONE FILTFNON BWRIC 7OVEN OWRAP SC-740 ENO CAP S SUNp(SEE INLOWI '"7-7•/` - -- INFIL FIELD COMPLETELY 100-YR DESIGN B" 12" CB DETAIL) STORM PEAK ~-2 i T. Y+.Eu-s` IS" MAX. ELEV, (41.59') JJ �y jY 25 Ny i rY - 6" Min. MIN. r: Griffin G F b T > '. - Engineenng al I �q 6" 36" INBTANJ TON DETAIL FILTER FABRIC F .. Bade Group, LLC 7 o2/SY 0' RUMP NON-WOVEN )'"A _I'< . STRAPS I" SPEAR r a 495 Cabot Street,2tM Floor ( -=-ii 3 :,' Xr12"' AM. 12'SDR35 INLET _ REMOVAL 4 Y' /S1RAPS BI MA 01915 PIPE FROM B 1, TT I Tnmb LIC �'.1� INFIL FIELD 12'SOR35 OUTLET ILTSTel:97&927-5111 - WJ Y1 1.i. �' (INV 39.>) p0 �i PIPE TO FLAB K BY Fex:9T&927"5103 ' ILII`. Oo� EDMPI Y ATLANTIC INV 39.6 ONSIRUCTON 6 51' MIN. TYR, FgSRICS.INC. ON - I - - - - - - - - - - BOT ELEV x APPROVED EQUAL. L BRlcrc MAsaNRr OR 6 ONE BASE 2 PARADISE RD, LLC TYPICAL CROSS SECTION Moo PES CONCRETE WEIR STONE BASe 6'PVC ROOFS STORMTECH SG-740 CHAMBER SYSTEM TOP of WEIR=415 2 PARADISE RD & 12'CHDPE LEADEN INV-39.8 DE x.i.i 539 LORING AVE. _ SECnoN VIEW SALEM, MA LATCH BASIN DES fA: NOTES FOR Sc-74Q4yp1�'QEN - (SEE DETAIL) SC-740 IS 51.0" x 30.0"x 854" DESIGN UNIT BASED ON RECOMMENDED METHOD OF INSTALLATION. DMH1 - CAPACITY OF VOID PROVIDED BY STONE IS CALCULATED 0 40% 1.cEB. 12'RCP FROM OF TOTAL VOLUME 1.CONCRETE 4.000 PSI MINIMUM AFTER TS DAYS. DETAIL. III P-CB1 - CHAMBER STORAGE IS 45.9 CLEIC FEET. 2, REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC, 0.12 SQ. . e INV-39A - STORAGE VOLUME PER CHAMBER W/6' STONE FOUNDATION IS 74.9 CLL FT. IR/LNEAL FT. AND 0.12 SO. IN. (BOTH WAYS) BASE BOTTOM. TOTAL STONE REQUIRED PER UNIT W/6" OF STONE ABOVE AND BETWEEN 3. H-20 DESIGN LOADING. - CHAMBERS IS 756 CU. FT. 4 EAST JORDAN IRON WORKS,INC FRAME&GRATE OR APPROVED EQUIVALENT. MOMS STORMTECH SC-740 CHAMBER SYSTEM - DEPTH OF INSTALLATION TO TOP OF CHAMBER IS I.5'. 5. SHEA 4'DIAMTER PRECAST DRAIN MANHOLE OR APPROVED EQUIVALENT. 1. SET SACKS SHALL BE INSTALLED IN - 1'STONE BORDER IS REQUIRED AROUND THE CHAMBER BED. 6 TONGUE&GROOVE JOINTS SEALED WITH SUM RESIN. BUM RESIN. ALL CATCH BASINS UNTIL DRAINAGE 5G9LG Ahem PLAN YIEW - STORMTECH CHAMBERS ARE H-20 RATED, AREA HAS BEEN FULLY STADIUMS. N,i S. MANUFACTURED BY STORMTECH OF 20 BEAVER ROAD, SUITE 104, SILT SACK �.Na 5n D-3 INFILTRATION FIELD WFTiERSFIELD, CT, 06109 USA BaB-892-2694 4=FT DIA. PRECAST WEIR MANHOLE (P-DMH2) f pVPm�Nn >, SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. QdC 9/27/16 C�C1C_70C� �� Y�!I I rk . h 1 Lj=r" i Cafe Vesuvius Plaza 2 Paradise Road Silverwatch Architects, LLC Architecture'Engineering'Design•Land Planning Salem, Massachusetts 155 Londonderry Road Windham, Hampshire 03087 603.894.N50 WWW.SI.SILVERWATCH.COM O 5 10 IY-6' sa'-o' U c � J m o a � Y c E Q) m CE t S E Lobby L n z3D's.s..Weis �d' Q t 3 UP IBR L y r y TL—iY �2 C K R Lift. Equpt. 2 d $ u Se ice r SLOP Unit Area Dining N a P¢2A CNEN 1200 SF g Existing Restaurant Kitchen U CU 14'-0" x 22'-4" (Uni. Tan.\Supply ]Ik]O'S5. 1P8LE U !� LE 17 $ Hall 7 60 E. 36%6O A ] i Main Floor Plan y ADDITIONAL PAIN GOOF AREA 1603 EP L a O s m L DO �s�2.2 V m N Vl f-36%60 3-36N6D 2-36%60 2-36%6D y Office Office Lift WALK-IN 36x60 w w a vsi sE I I � 30x60 I 4 e Conference New Flat Roof �9 /�, --m——-� y Existing Flat Roof Uni. `J° 'LJ Mech. ]..A, Reception z I � LJ GUZ � 06 80 Unit Area 117 ON l.R 11 J8 SF Office 36xeD Hall 2-36x60 2-36%6 -36X6O 3 N Q Sheet 1 of 2 Second Floor Plan A-1 SCALE, 1/A'-1-D' � N SECOND FLOOR AREA 1512 SE � a J m v a IA c E _ z t e E V - L on o Q � 3 L c E, �$ 3 � w za 3 0 CI F.s.COPNICE UPPER EDGE ACCESS UDxER t J {n Q r �. EiF.S. SURFACE �� yrtFll\'1115 ♦f\UVIU\ GO 0❑ 0 m i� CID ffm NO w_L LIGHT PACK LE LF K. BASED PANEL EFFECT LIN BRICK RFACE THIN-BRICK BASE - 36-HIGH w\STONE GP M1 , East Elevation North Elevation b ba score. 1/e"=,'-o' suLe ,/e-r w d y U Im W W N b Q � N E-I LL w w n o � r ,PSLtV�IL o--- EC, OOOO�®❑O❑ ❑OO®OD❑ Rem m M1, 10, N'0 FNM NO 10 8 y z FALSE ww APPLICATION No w\OPAQUE GVSs AND uArenluc nwuwcs West Elevation South Elevation 3 N SCALE: 1/B'-t'-B' SCALE. 1/8=,'-B' ^ Sheet 2 of 2 y A-2a a P(4rkdiv 12d VeSuv�us gyp►: �-r�s���.����� , CITY OF SALEM PLANNING BOARD ao��ver 3r aa�% 32 in C/ October 31, 2017 2 Paradise Road, LLC Attn: Bart Freddo 3 Rockaway Avenue Marblehead, MA 01945 RE: A Request for an Insignificant Change Site Plan Review Decision of Planning Board The Salem Planning Board met on Thursday, October 19, 2017 to discuss your request for the approval of an Insignificant Change to the previously approved Site Plan Review Decision that was filed with the City Clerk on December 22, 2016 for the development located at 2 Paradise Road and 539 Loring Avenue. The Insignificant Change request is to allow a certificate of occupancy to be issued prior to planting the twenty-two (22) trees identified on the approved landscaping plan because the trees will not be guaranteed if they are planted in the autumn. The Planning Board voted by a vote of 6-0 in favor; Chair Ben Anderson, Carole Hamilton, Kirt Rieder, Bill Griset, Dale Yale, and Noah Koretz and none (0) opposed, to grant the approval of the Insignificant Change to allow a certificate of occupancy to be issued prior to planting the trees identified on the landscaping plan, with the condition that the owner will provide a surety bond in the amount of$12,000 to the City as assurance that the trees will be planted prior to May 1,2018. The final completed landscaping shall be done in accordance with the approved plans prior to May 1, 2018 and shall be subject to approval by the City Planner, for consistency with such plan, prior to the release of the $12,000 bond. This determination shall become part of the record for this project. If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning& Community Development at (978) 619-5685. Sincerely, Ben J. Anderson, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk CITY OF SALEM PLANNING BOARD October 31, 2017 2 Paradise Road, LLC Attn: Bart Freddo 3 Rockaway Avenue Marblehead, MA 01945 RE: A Request for an Insignificant Change Site Plan Review Decision of Planning Board The Salem Planning Board met on Thursday October 19, 2017 to discuss your request for the approval of an Insignificant Change to the previously approved Site Plan Review Decision for 2 Paradise Road and 539 Loring Avenue that was filed with the City Clerk on December 22, 2016, to allow a certificate of occupancy to be issued prior to planting the twenty-two (22) trees identified on the approved landscaping plan because the trees will not be guaranteed if they are planted in the autumn. The Planning Board voted by a vote of 6-0 in favor; Chair Ben Anderson, Carole Hamilton, Kirt Rieder, Bill Griset, Dale Yale, and Noah Koretz and none (0) opposed, to grant the approval of the Insignificant Change to allow a certificate of occupancy to be issued prior to planting the trees identified on the landscaping plan, with the condition that the owner will provide a surety bond in the amount of$12,000 to the City as assurance that the trees will be planted in the spring before May 1, 2017. This determination shall become part of the record for this project. If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning& Community Development at(978) 619-5685. Sincerely, Ben J. Anderson, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk October 19, 2017 RE: Tree Plantings 539 Loring Ave. Salem, Ma. 01970 1 would like to request a dela in planting 22 trees on the roved site q Y . p 9 pp plan of 539 Loring Ave. This will be an insignificant change request to the approved site as all other planting and patio work will be complete this fall. There are 22 trees to be planted at a cost of $6,276. Due to the time of year and health of the plants, the nursery has informed us that planting the trees would have a significant chance of dying. Thank You, Bart Freddo 2 Paradise Rd. LLC 10/19/2017 Gmail-Fwd:Trees for Salem,MA MGmail Donna Freddo<donnafreddo@gmail.com> Fwd: Trees for Salem, MA 1 message bart freddo<bartfreddo@gmail.com> Thu,Oct 19,2017 at 9:31 AM To:"donnafreddo@gmail.com"<donnafreddo@gmail.com> Can't you print this off for me Sent from my Phone Begin forwarded message: From:Alex Stewart<Stew@freshwaterfarms.net> Date:October 19,2017 at 7:30:26 AM EDT To:bait freddo<bartfreddo@gmail.com> Subject:Trees for Salem,MA Bart, Regarding the trees for the Salem, MA job, I recommend waiting on planting until the spring to ensure the quality and long term healthiness of the tree itself. Based upon the availability of the type of stock requested and the fact my growers can't dig some of these trees this fall,we are left with picking trees that have been above ground for at least the whole year.The result of this is could be false (dying)limbs/leaders as well as damage from moving the trees multiple times throughout the year.If we wait until the spring to order these trees,we will ensure that we can obtain quality trees in all aspects and that they will transplant perfectly and flourish in that setting. Thank you, Alex Stewart Nursery Manager Cell:(603)-339-2448 Freshwater Farms,Inc. I Kip Cam Road,Atkinson,NH 03811 (T)603-362-6200 (F)603-362-6436 4Mn'14,\mem nua�:attlrn I bn kr hnps://mail.gaogle.com/mail/u/0/?ui=2&ik=b59cb5l6ee&jsver—g8gQOBaJEzM.en.&view=pt&search=inbox&th=l5f34d4d lSOb lm2&siml=15f34d4dl50blaa2 1/1 Quote Page: i Quote expires November 2,2017 12:00 am Freshwater Farms Ticket#: 0-5538 1 Kip Cam Road Ticket date: 1013117 Atkinson, NH 03811 Station: 7 Sold to: Steve Hatem Prop.Mgmt LLC Ship to: Stanetsky-Hymanson Memorial Chapel 2 Village Green Road A2 1 Vinnin Street Hampstead, NH 03841 Salem, MA 603-329-6074 Jody Customer#: 105733 Ship date: 11/01/2017 Ship-via code: Sls rep: STEW Location: MAIN Terms: Net 30 days Quantity Item It Description Ship-from location Price Sellinq unit Ext prc 8 NURMISC Serviceberry 5-6' 149.00 EACH 1,192.00 4 NURMISC Ginkgo 2.5-3" 399.00 EACH 1,596.00 6 NURMISC Armstrong Maple 2.5-3" 339.00 EACH 2,034.00 2 LILIS024 LILAC IVORY SILK 2-2.5" 267.00 EACH 534.00 4 LINGR002 LINDEN GREENSPIRE 230.00 EACH 920.00 2-25' 16 CLERSS003 CLETHRA SUMMER 24.00 EACH 384.00 SWEET3G 9 HOLGR003 HOLLY GREEN LUSTER 24.00 EACH 216.00 3G 14 ROSR0003 ROSE RUGOSA 3G 24.00 EACH 336.00 7 SPIL1003 SPIREA LITTLE 22.00 EACH 154.00 PRINCESS 3G 33 YEWGR018 YEWGREENWAVE 49.00 EACH 1,617.00 18-24" 80 PER1G PERENNIAL I GALLON 6.00 EACH 480.00 1 DESCRIPTION Stella 0.00 EACH 0.00 78 PERGRA2G PERENNIAL GRASS 2 16.00 EACH 1,248.00 GALLON 1 DESCRIPTION Fountain Grass 0.00 EACH 0.00 86 PERCLA PERENNIAL CLASSIC 9.00 EACH 774.00 1 DESCRIPTION Russian Sage 0.00 EACH 0.00 83 PERCLA PERENNIAL CLASSIC 9.00 EACH 747.00 1 DESCRIPTION Black Eyed Susan 0.00 EACH 0.00 25 PERCLA PERENNIAL CLASSIC 9.00 EACH 225.00 1 DESCRIPTION As81be 0.00 EACH 0.00 38 PERHOS3G PERENNIAL HOSTA 3 21.00 EACH 798.00 GALLON 21 PERCLA PERENNIAL CLASSIC 9.00 EACH 189.00 1 DESCRIPTION Hellaborus 0.00 EACH 0.00 User. STEW Total line items: 23 Sale subtotal: 13,444.00 Tax: 0.00 Total: 13,444.00 GO TO www.freshwaterfarms.net for Full Plant Guarantee NO GUARANTEE ON SALE ITEMSII I Ifllllll II IIIIII IIIII III"IIIII IIII IIIA