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64-215 - 10 WHITE STREET - CONSERVATION COMMISSION 21� �p ,,Valle2� i 310 CMR 10.99 DEPV""N'" C 64-215 Form d (To be prmdcd ry PEP) Gty/fo City of Salem Appbwnt Hawthorne Marina Limited - commonwealth Partnership of Xassachusetts Certificate ofyCompliance Massachusetts Wetlands Protection Act, G.L. C. 131; 540 From Sal m Conc ry^t•nn f ., _Issuing Authority To Hawthorne Marina--Limited Partnership 10 White Street (Name) (Address) Date of Issuance December 9„ 1993 " This Certificate is issued for work regulated by an order of Conditions issued to Hawthorne Marina Limited Partnership dated May 14. 1993 and- issued by the Salem Conservation Commission 1. ® It is hereby certified that the work regulated by the above- referenced order of Conditions has been satisfactorily completed. ?. n It is hereby certified that oniv the .:,�11.cW ng portions of the .;_rk regulated by the above-referenced order of conditions havebeen satisfactorily completed: (It the certificate of Compliance does not include the entire project, specify what portions are included. ) 3. ❑ It is hereby certified that the work regulated by the above- referenced order of conditions was never commenced. The order of conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Act may be commenced without filing a new Notice of Intent and receiving a new order of conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . ...... .... . . . . . . (Leave space Blank) Effective 11/10/89 8-1 d. Q The certificate shall be recorded in the Registry of Deeds or the Land Court for the district in which tha land is located. The order was originally recorded on (date) at the Registry of Essex , gook , Page 5. ❑ The following conditions of the order shall continue: (set forth any conditions contained in the Fiqal order, such as maintenance or monitoring, which are to continue for a longer period.) issued by Salem �Conservation � ,mmission Signature(s) i� - f when issued by the conservation commission this certificate must be signed by a majority of is members. on this 9th day of December 1993 before me personally appeared the above named , to me known to be the person described in and who executed t`a foregoing inst—Lnent and acknewledged that he/she executed the same as his/her free act and deed. / - r 6 July 15, 1999 Notary Public My commission expires Detach on dotted tine and submit to the Salem Conservation Commission ............................................................................................................ To Salem Conservation Commission issuing Authority 10 White Street ptease be advised that the certificate of compliance for the project at: File Number 64-215 has been recorded at the Registry of Essex and has been noted in the chain of title of the affected property on 19 if recorded Land the instrument tmbar which identifies this transaction is if registered Land the document nurner which identifies this transaction is signature AppLicant 8-2 T M1y j4 i frK In November 29, 199340 D0 0 a a w' 253 Low Street Salem Conservation Commission suite 232 c/o Debra Hurlburt Salem Planning Department One Salem Green Newbuyp°n Salem, NIA 01970 Massacbusetts Re: DEP File No. 64-215 Hawthorne Cove Marina 01950 10 White Street Salem, MA Dear Commissioners: Work on the above-referenced project for rehabilitation of the existing pier seawalls by new steel sheet piling has been completed, per my inspection of November 5, 1993. Work under this project was performed in accordance with the requirements of Order of Conditions for the project, per the revised plan, dated May 11, 1993. Consistent with Special Condition No. 3 of the Order of Conditions, we hereby request that a Certificate of Compliance be issued for the project. Please call me if you have any questions or require any additional information. Very truly yours, ,,N1 CI VINE AS,�OCIATES, INC. David B. Vine, P.E. Project Manager :jl cc: Russell Vickers, Hawthorne Cove Marina RE-CEIVED DEC 0 11993 G'fY851 Uept. (508)465-1428 a'�$lgQa'! FAX (508)465-2640 4 wrX Y4��M �F 4�5Syr i� t� May 13, 1993 Salem Conservation Commission 253 Low street c/o Debra Hurlburt Salem Planning Department suite 232 One Salem Green Salem, MA 01970 Newburyport Mr. Ron Potter M43f[fL{lJlfCJlf Department of Environmental Protection Division of Waterways 01950 One Winter Street Boston, MA 02108 U.S. Army Corps of Engineers Regulatory Branch 424 Trapelo Road Waltham, MA 02254 Re: Hawthorne Cove Marina DEP No. 64-215 COE No. 1993-820 Dear Reviewer: Since issuance of our filing with your agency, engineering investigations have indicated that providing steel sheeting on 3 sides of the earth fill pier would be a more effective stabilization method than the raker pile and deadman tieback system originally proposed. The new proposed sheeting plan would utilize steel tierods attached to opposite sides of the pier to develop horizontal resistance, as illustrated by the revised Exhibit C attached. This revision would eliminate the need to chink and mortar the seawall on the north side. The sheeting on the north side would be driven within approximately 2 feet of the existing seawall with the void between the new sheeting and seawall backfilled with crushed stone. All work regarding this modification would be performed in a similar manner to the original work proposal. (508)465-1428 FAX (508)465-2640 We would appreciate your attention to this modification and its inclusion in any approvals provided by your agency. Please call me if you have any questions or require any additional information. Very truly yours, NUCCI VINE ASSOCIATES, INC. David B. Vine, P.E. Project Manager .11 cc: R. Vickers DEP Wetlands, Northeast Region t Essex County Registry of Deed 32 Federal Street Salem, MA 01970 SALEM CONSERVATION COMMISSION ACCT NO. 1173 1 SALEM GREEN SALEM MA 01970- ANY QUESTIONS PLEASE CALL LINDA AT EXTN. 253 ***REGISTRY CHARGE RECORD*** DATE: 06/15/93 DESCRIPTION: ORDR CONDN L 11936-280 HAWTHORNE MARINA LIMITED PARTNERSHIP 1 Z R1 r r � PLEASE FORISTRY OFHDEEDSNWITHINMO7 DAYS. O PLEASE REGRETURN THIS O TO THE REG BILL WITH YOUR CHECK, THANK YOU f r � e 4, Z7 Der Fi)o No. C 64-215 ._ ([o be provided by DE. 310 CMR 10.99 era potm 5 AMAAC� WGGgaWthorne Marina Limiiyteu art�eJ�t16 FIG L1� \ 06/10(93 02. 16 Inst 455 1 of8°a�usetta �- order of Conditions e riaesscbuetts Nistle,nds Protection Act m.L, o, 133a S40 issuing Authority ervation Commission Salem Cons owner) proal Limited Partnership S(Name of property To Hawthorne Marina -�, (Na1ue of Applicant) Same Address Address 10 White Street follows' (date). d and issuedelivered as E on-I, -�� This order is representative (date) by hand delivery to applicant or [3il, return receipt requested by certified ma on ® its Street located at roject is Essex This p the "gig of 222 The property is recorded at page gook 11263 4/1/93 _��(date) certificate (if registered) thia project was tiled ons--�� (date) Intent for 1993 �- The Notice of May 13, - -� The public he '^a= C109-d on--�� Lane and-�hac ed sot ice ofCb4�fiR'•:;9Y%41 at this the.etpva-referent to the 60d wore be done is pindiaga has reviewod information available set forth in the Commission Based on the the oras on which the PrO�nificaMe The the project. that of 51g Public neer ing on has determined a with the YresuaPas appropriate)' held a he .. interests in accordance u�r the Act (check time, the the followins fact to Protection significant to lard containing shellfish regulations for each Area Flood Control Fisher ice o P suf Yildlife habitat Storm desage Prevention It Protection ublic water Supply llution� private water spply Dravantion of Po Ground water supply State Share 237 •00 in excess of 525) 00 n0 (1/2 fee Total Fflirq Pee g�mittQfia..+•y--�— $262,00ortiordl— state Total city/Town City/ own Share Port5 on �� (1R (1 2 total ) Total refund Due S—'� i 310 CHR 10.99 DFB Fuc No. 64-215 (To be pn dad b/DEP) Form 5 chyfrbarn Sal Pm Apgoat Hawthorne Marina Limited co®onrealth Partnership of Massachusetts Order of Conditions Massachuetts Wetlands Protection Act - G.L. c. 131, $40 From Salem Conservation Commission Issuing Authority To Hawthorne Marina Limited Partnership Same (Name of Applicant) (Name of property owner) Address 10 White Street Address Same This order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on - (date), © by certified mail, return receipt requested on _MW 14. 1993 (date) This project is located at 10 White Street The property is recorded at the Registry of Essex Book 11263 page 222 Certificate (if registered) The Notice of Intent for this project was filed on 4/1/93 (date) The public hearing was clog=d on_ May 13, 1993 _ (date) Findings Commission The has reviewed the above-referenced Notice o ttoo4�A1rriddftans and has held a public hearing on the project. Based on the information available to the� � at this time, the has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumotions of Significance set forth in the regulations for each Area Subject to Protection Under the Act (check as appropriate): Public water supply Flood Control �. Land containing shellfish Private water supply Storm damage prevention Fisheries Ground water supply Prevention of pot tut i on- Protection of Wildlife Habitat Total Filing Fee Submitto 1499.00 State Share $237.00 (1/2 fee in excess of $25) City/Town Share $262.00 Total Refund Due f City/Town Portion f State Portions (1/2 total) (1/2 total) Effective 11/10/89 5-1 Therefore, the Commission hereby finds that the fullowing conoitions are necessary, in accordance with the Performance standards set forth in the regulations, to protect those interests checked above. The Commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of intent, the conditions shall control. General Conditions 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this order. 2. The order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized Hereunder shall be completed within three years from the date of this order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act; or (b) the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the order. 6 . Ary f'_ 11 used in conne:ci_or. with thi•+ j:, oject .,naii be ciea„ fill, conta:n�ny no trash, refuse, rubbibh or dsb:is, in,ludinq Lut t,ot I nita� to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. in the case of registered land, the Final order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording informatin shall be submitted to the Commission on the form at the end of this order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number=43 10. Where the Department of Environmental Protection is requested to make a determination and to issue a superseding order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 5_2 i I 11. Upon completion of tho work described herein, the applicant shall forthwith request in writing that a certificate of Compliance be issued stating that the work has been satisfactorily completed.- 12. The work shall conform to the following plane and special conditions: Plans: Title Dated Signed and Stamped by: on File with: 1.Plans submitted in 3/29/93 Bruce Tobiasson Conservation Commission Notice of Intent: Exhibit A- Proposed Narrative; Exhibit D 2 Project Review Mag 11 1Q9q 3Hawthorne Cove Marina Existing STLU TtULI revised 5111/93 Aov'd by D.S. Vane Conservation Cnmmicainn Repair Plan 4.Letter from Hawthore Cove 5710/93 Russell T. Vickers Conservation Commission Matins special conditions (Use additional paper if necessary) SEE ATTACHED CONDITIONS (Leave Space .Blank) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q 5-3A Pians: Title Dated Signed and stamped by: on File with: special Conditions (Dee additional paper if necessary) (Leave space Blank) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-3B i Salem issued By _Conaercaticn Co.ZOuission sign tures) This order must be signed by a majority of the Conse aio ' commissio . on this 13th day of May 19 93 before me personally appeared the zbovc month--A to me known to be the parson described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. J 0Lr / ! � July 15, 1999 notary Public ,2� My commission expires The applicant, the owner, any person agrrieved by this Order, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental protection to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7), within ten days from the date of issuance of this determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. Detach an dotted line and submit to the Salem Conservation Comm. prior to commencement of work. ............................................................................................................ To Salem Conservation Commission Issuing Authority Please be advised that the Order of Conditions for the project at 10 White Street File Number 64-215 has been recorded at the Registry of Essex and has been noted in the chain of title of the affected property in accordance with General Condition B on ,19 If recorded lard, the instrument ember which identifies this transaction is If registered land, the document ember which identifies this transaction is Signature Applicant 5-4A rssued by the Depat'cment of Environmental Protection signature On this day of 19 before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. Notary Public Hy commission expires The applicant, the outer, any,person aggrieved by the superseding Order, any owner of lard abutting the lard upon which the proposed work is to be done, or any ten persons pursuant to G.L. c.30A JIOA, are hereby notified of their right to request an adjudicatory hearing pursuant to G.L. c.30A, 510, providing the request is made by certified mail or hard delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CHR 10.03(7), within ten days from the date of issue of this Superseding Order, and is addressed to: Docket Clerk, office of General Counsel, Department of Emir at Protection, One winter Street, Boston, HA 02108. A copy of the request shall at the same time be sent by certified mail or hard delivery to the Conservation Commission, the applicant, and any other Party. A Notice of Claim for an Adjudicatory Hearing shell complywith the Department's Rules for Adjadicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information: - (a) the DEP wetlands Fite Number, new of the applicant and address of the project; (b) the complete name, address and telephone number of the party filing the request, arid, if represented by counsel, the new and address of the attorney; (c) the names and addresses of all other parties, if known; (d) a clear and concise statement of (1) the facts which are grounds for the proceedings, (2) the objections to this Superseding Order, including specifically the manner in which it is alleged to be inconsistent with the Department's wetlands Regulations (310 CMR 10.00) and does not contribute to the pror+ctmon of the interests identified in the Act, and (3) the relief sough' through the anjudicatory hearir;, i,L'xmtng smx,.;fically the _.,angel desired in the Supersedine Ord (e) a srateceot mat a c_oy of the squat her been sent to the applicant, the aonser"ation ctmmis0n and each other party or representotive of such parry, if known. Failure to submit all necessary information may result in a dismissal by the Department of the Notice of Claim for an Adjudicatory Hearing. Detach on dotted time and submit to the prior to commencement of work. ............................................................................................................ To issuing Authority. Please be advised that the Order of Conditions for the project at File Number has been recorded at the Registry of and has been noted in the chain of title of the affected property in accordance with General Condition a on 19 if recorded land, the instrument number which identifies this transaction is if registered land, the document number which identifies this transaction is Applicant Signature 5-4B i C ° Conservatim Common Salem. Massachusetts 01970 SPECIAL CONDITIONS Hawthorne Cove Marina 10 White Street DEP #64-215 1. All work shall conform to the above-referenced Notice of Intent dated 3-29-93 , site plan and supporting documents and those final specifications which shall be filed with the Commission prior to construction. Any change made or intended to be made to the approved plans shall require the applicant to inquire of the Commission in writing whether the change is substantial enough to require the filing of a new Notice of Intent. 2 . Members and agents of the Commission shall have the right to enter and inspect the premises at all reasonable times to evaluate compliance with the conditions in this Order. The Commission may require the applicant to submit additional data or information necessary for the Commission to conduct that evaluation. 3 . Upon completion of the project, the applicant shall submit, .with the request for a Certification of Compliance, an affidavit, prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the requirements of this Order of Conditions, the referenced site plan and supporting documents. 4 . This Order shall apply to every successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans or part thereof. In the event this land or any part thereof changes ownership before or during construction, the current owner shall notify the new owner, by registered mail, of this Order prior to the transfer of ownership and shall forward proof of this notification to the Commission. 5. Any stockpile material will be protected sufficient to prevent sediment from surface runoff entering wetlands. 6. Equipment must be maintained to prevent leakage or discharge of pollutants. 7 . * No spill or discharge of petroleum products or other pollutants will occur within 100 feet of any wetland resource area. i 4 8 . Notice shall be given this Commission no more than 2 weeks nor less than 2 days prior to the commencement of construction activities. Said notice shall include, in writing, the name(s) , address(es) , and business and home telephone numbers of the project supervisor(s) responsible for insuring that operations are conducted in compliance with this order. * ongoing conditions that do not expire upon completion of the project or issuance of a Certificate of Compliance. jm/dh/spcon64 .215 i HAWTHORNE C • O • V • E Saloon Planninq Dept. MARINA 1 Salem Crean -{ DECEIVED SA[dm; MA, 91976 MAY 11 1993 ® Salem rlanmaU Uept. May 10, 1993 Ms. Debbie Hurlburt Planning Department City of Salem One Salem Green Salem, MA 01970 1 Re: Sea Wall Restoration Project Conservation Commission Review s Dear Ms. Hurlburt: I would like to thank you and the members of the Conservation Commission for taking the time to visit Hawthorne Cove Marina last Tuesday. I trust that the visit gave everyone a better understanding of the Sea Wall Restoration Project and answered any remaining questions regarding the scope of work to be undertaken. During my conversation with Ms. Betsy Horn, she asked that I forward some information as to the soil condition at the mud line. I am enclosing copies of the relevant boring logs which were taken from the pier and show the conditions at that elevation. Similar conditions would exist throughout the immediate area. As you can see, the material, at the elevation of the mud line ( A depth of approximately 15 feet on the Logs), is organic silt. This is characteristic of the mud flat conditions through out much of Salem harbor. Below the organic silt layer is a layer of sand approximately five feet thick. Below that and for considerable depth is stiff clay. I have had recent conversations with Salem Assistant Harbormaster Steven H. Pydynkowski regarding this project and potential impacts on marine life near the wall. Mr. Pydynkowski has been with the Harbormasters Office over 25 years and worked for the former owners of the property in the 1950's. It is his opinion that the bottom sediment adjacent to the wall contains no significant marine life. Further driving the steel sheeting should not disturb the material or cause turbidity. 10 WHITE STREET SALEM , MA 01970 508 ■ 740 ■ 9890 I trust this provides the information Ms. Horn needed. If you have any other questions please give me a call. We look forward to seeing you on the 13th. Very truly yours, Russell T. Vickers RTV\slu\conserv.doc cc: Mr. Steven H. Pydynkowski TEST BORING LOG CON-TEC., INC. P.O. BOX 1153 CONCORD, N.H. 03301 PROJECT SEA WALL/HAWTHORNE COVE MARINA 603-224.0020 LOCATION SALEM, MA HOLE NO. 1 DATESTARTED 2/11/93 COMPLETED 2/11/93 SURF. ELEV. GROUND WATER DEPTH ON COMPLETION - 10.4' - TIDAL JOB NO. 9309 N-NO OF BLOWS TO DRIVE 2"SAMPLER 6" W/140 LB. WEIGHT FALLING 30" C-NO: OF BLOWS TO DRIVE CASING 12" W/300 LB. WEIGHT FALLING 24" SHEET 1 OF 1 BORING MADE WITH 0 " I .D. HOLLOW AUGER CASING DEPTH C. N. SPL. SAMPLENO. DEPTH DESCRIPTION OF MATERIAL Brown, c/m/f GRAVEL, COBBLES, BOULDERS, some f/m/c sand and silt 1 . 7 ' 5.0' COBBLES, c/m/f GRAVEL, SAND & SILT 1-1 1 5 ' -7 ' 4.0 4-43 Brown-black, moist, very loose to very dense mixed SILT, ASHES, some f/m/c sand, little f/m/c gravel , trace brick, 12-14 trace wood 2 10 ' -12 ' 10. 0 ' 23-16 I I WOOD 12.0 ' Gray, moist, medium stiff to soft = 15 ' -17 ' ORGANIC SILT, trace shells Note: No sample recovered 15 ' -17 ' ; 18 ' -20' wood stuck in spoon nose. 20- 01 3-3 20' -22 ' - - - - - - - - - - - - - - - - - -23.0' Gray, wet, medium dense f/SAND, little 25 . 01 6-9 5 25 ' -27 ' silt -2 0' 8-8 6 30 ' -32 ' 9-10 - - - - - - - - - - - - - - - - - -33.0' 35. 0 ' Gray-yellow, wet, medium stiff CLAY 2-3 7 35 ' -37 ' 1■ 3-4 37 .0' BOTTOM OF BORING 37.0' 40.0 ' SSE HOL1 iVo. Coj4 TijkLIA-11040F tIC LC TEST BORING LOG CON-TEC., INC. P.O. BOX 1153 CONCORD, N.H. 03301 PROJECT SEA WALL/HAWTHORNE COVE MARINA 603-224-0020 LOCATION SALEM, MA HOLE NO. 2 DATESTARTED 2/11/93 COMPLETED 2/11/93 SURF. ELEV. GROUND WATER DEPTH ON COMPLETION - 9. 3' - TIDAL JOB NO. 9309 N-NO OF BLOWS TO DRIVE 2" SAMPLER 6" W/140 LB. WEIGHT FALLING 30" C-NO. OF BLOWS TO DRIVE CASING 12"W/300 LB.WEIGHT FALLING 24" SHEET 1 OF 1 BORING MADE WITH 4;" I .D. HOLLOW AUGER CASING DEPTH C. N. SPL. SAMPLE DESCRIPTION OF MATERIAL p - - NO. DEPTH Drilled in test pit area; Disturbed soil to 11 . 5 ' i 5. 0' 10.0' 11: 5 '. Gray, wet, loose ORGANIC SILT and 15.0 ' f/SAND, trace shells 3-3 1 15 ' -17 ' 3-4 20. 01 - - - - - - - - - - - - - - - - - -19. 5 ' 2-3 2 20' -22 ' Gray, wet, medium stiff ORGANIC SILT 3-4 25.0' WH-2 3 25 ' -27 ' f 3-3 30. 0 ' 35. 01 - - - - - - - - - - - - -- - - - - -34. 5 ' WH_2 35 ' -37 ' Gray-blue, wet, medium stiff CLAY 3-4 37.0 ' BOTTOM OF BORING* 37. 0' Note: WH=wei ht of 140LB. hammer L40L(-5 J4C>. 6-2A Fc)Z C0NTjt4EVT7jb4 OF o /; HAWTHORNE COVE MARINA, INC. Seawall Restoration Project PROJECT REVIEW May 13, 1993 BACKGROUND Description of Project: The scope of the project is to rehabilitate approximately 340 linear feet of an existing sea wall. The Pier and sea walls are currently in over all poor condition due to significant failure of approximately 150 lineal feet along the Southwesterly side. Objectives of the Project: o Stabilize the Deteriorating Sea Walls o Improve the aesthetics of the Waterfront o Establish a level Surface Area - Expanded Boat Storage - Increased Summer Parking Space APPROACH o Enclose existing pier structure with Steel Sheet Piling o Utilize internal tieback system o Fill & Grade to nominal Elevation 14.0' o Conduct all work from the land side CONCLUSION o Enhances the Appearance of the Waterfront Area o Eliminates further deterioration of Sea Walls o Creates little or no impact on Marine Life ' NOTICE OF INTENT HAWTHORNE COVE MARINA ' SEAWALL REHABILITATION t ' Applicant: ' Hawthorne Marina Limited Partnership t Prepared by: Nucci Vine Associates, Inc. ' 253 Low Street Newburyport, MA 01950 1 1 1 310 CUR 10.99 ' •,`DP1'File No. Form 3 , (ro be piov)4af by Dol . . city/Town Safem Applicant HaAhorne Marina Limited Partnership Commonwealth ( Department of of Xassachusetts i Defense t United states ' 1 Notice of IIIteIIt O.-A 1;..'c.; of Amerlea Under the 1 Hassachusetta;Wetlands Protection Act, G.L. C. 131, S40 ' and . Application for a Department of the Army Permit ' Part It General Information .- 1. nformations1. Location: street Addr;sl s` 10 White Street , Salem , MA ' Lot Number 2. Project: TypeEarth Pier Description The existing pier will be .stabilized over 220± feet by driving new steel sheet piling outside the existing tseawall .and piling . Sheeting to be anchored by batter (raker ) piles and deadman EiebacK system., e n wi e main ' chinking voids . 3. Registry: county Essex current Book 11263 6 Page 222 certificate (if Registered-Land) ' 4. Applicant Hawthorne Marina. Limited Partnership Te1.617-742-6361 Address't /o Congress Mgt . Co . , 50 Congress St . , Boston , MA 02109 ' 5. Property owner_ same Tel. Address ' 6. Representative Nucci Vine Associates , Inc . 508-465-1428 .Tel. / Address 253 Low St . , Newburyport , MA 01950 ' 7. a. Have the conservation commission and-the Department's Regional office each been sent, by certified mail or hand deliver, 2 copies of completed Notice of Intent, with supporting plane and documents? 1 Yea No':❑ .: ...;•�. . . , .. :, b. Has the fee been submitted? Yesx❑ No ❑ ' .,:c Total Filing Fee .Submitted, $499 d. -City/Town Share of Filing•.F.ee $262 State Share of Filing Fee $237 ' (sent to City/Town) (% of fee in excess of 225, sent to DEP), .e. Is a brief statement attached indicating how. the applicant calculated the fee? T. Yes No 3-1 Effective ll/'C/92 8. Have all obtainable permits, variances and approvals required by local by-law been ubtained7 Yes No-0 •�, - . obtained Applied For: Not Applied For: • n 1 ' 9. Is any portion of the site subject to a Wetlands 1Lpntric�n order pursuant to C.L. C. 131, 540A Or G.L. c. 130, $1051 Yes LJ NO - ' 10. List all plans and supporting documents submitted with this Notice of Intent. Identifying Number/Letter Title,. Date - A Project Narrative 1 B Locus Plan C Site Plan and Proposed Repairs ' D Prior License Plan and Abutters E Photographs F -- --- Fee Summary ---- ---•---••---^ ' 11. Check those resource areas within which work is proposed: (a) S suffer zone ' (b) Inland: ❑ Bank* Land subject",to Flooding ❑ Bordering Vegetated Wetland* ❑ Bordering ' ❑ Land Under Water Body a Waterway* ❑ Isolated (c) Coastal: Land Under the Ocean* ❑ Designated Port Area* ' ❑ Coastal. Beach* ❑ Coastal Dune ❑ Barrier Beach* . Coastal Bank ' ❑ Rocky Intertidal shore* ❑ salt Marsh* ' ❑ Land under salt Pond* ❑ Land Containing shellfish* ❑ Fish Run* t *Likely to involve U.S. Army Corps of Engineers concurrent jurisdiction. see General Instructions for completing Notice of Intent. 3-Z ' 12. Ix the project within estimated habitat which is indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetlands Wildlife (if any) published by the •-Natural Heritage and Endangered SpeciesyProgram? YES [ ] NO [ g ] Date printed on�•tha .Estimated 2 Vtat Map 1 NO MAP AVAILABLE [ (if, any) Marblehead South ly8tf If yes, have you sent a copy of the Notice of Intent toibhe Natural Heritage and Endangered Species Program via the U.S. Postal Serv.i:ce. by certified or ' priority mail (or otherwisesent it in a manner that guarantees delivery within two days) 'no Pater than -the date .oft the filing of thio Notice of Intent with the conservation commimsion::and the DEP regional office? YES [ ] NO if.yes please attach evidence of timely mailing or other.. del ivery[to`,.the;(: ; Natural;Heritage and Endangered Species Program. ..,, ;; ' Part Iia Site Description ' Indicate which of the following information has been provided (on a plan, in y, , narrative description or calculations), describe existing site conditions. to clearly, completely and accurately ' Identifying Number/Letter (of plan, narrative , or calculations) . �.. ' Natural Features..... t , � A;E soils A , E vegetation ' C Topography ' B Open.water bodies(.including ponds and lakes) Flowing.water -bodies..(•including streams and rivers) s Public and private surface: water and ground water supplies A ,C - on• or within 100 feet-.:.of site Maximum annual ground water elevations with dates and location of test ! i A ,C Boundaries of resource areas checked under Part 1, item 11 ..si above .. ' , - Other .. r A , C Man-made Features: ' structurea,:(such- as .buildings, piers, towers and' headwalla). C Drainage ;and floodt.control facilities at the •site;:,andt 1. immediately. off- the site, including culverts and open ' channels (withinverts:) , dams and dikes Subsurface sewage;,disposal systems> v . ' Underground utilitiesw 3-3 ' A ,C Roadways and y parking areae C,D - Prop,rty boundaries, oas,:aonts,'and rights-oi•-say Other Part III: work Description indicate which of the following information has been provided (on a plan, in narrative description or calculations) to clearly, completely and accurately describe work proposed within each of the resource areas checked in Part I, titem11above. Identifying Number/Letter - ' (of plan, narrative or calculations) C Plainview and Cross Section of: structures(such as buildings, piers, towers and headwalls) ' Drainage and flood control facilities, including culverts and open channels(with inverts), dams and dikes ' subsurface sewage disposal systems s underground utilities A ,C Filling, dredging and excavating, indicating volume and composition of material Compensatory storage areas, where required in accordance with Part III, Section 10.57(4) of the regulations. _. wildlife habitat restoration or replicaticn areas Other Point source Discharge ' Description of characteristics of discharge from point source (both closed and open channel), when point of discharge falls within resource area checked under Part I, item 11 above, as supported by standard engineering calculations, data and plans, including but not limited to the following: 1. Delineation of the drainage area contributing to the point of discharge; 2. Pre-and post-development peak run-off from the drainage area, at the point of discharge, for at least ' the 10-year and 100-year frequency storm; 3. Pre- and post-development rate of infiltration contributing to the resource area checked Wer Part 1, ' item 11 above, 4. Estimated water quality characteristics of pre- and post-development run-off at the point of discharge. t 1 3-4 ' Part 1V: Mitigating Measures !. Clea.4v, nvmletely rrd accurately descrfhe, with reference'to supporting plansrand calculations where necessary; (a) All measures and designs proposed lto:axret the performance standards*set.forth under each resource area specified in.Part 11 or. Part 111 of the regulations; ' (b) Why the presunptions set'.-forth under...each resourceearea specified in Part 11 or Parb,d II of the regulations do not.'spply.: i 1 coastal r Resource Area Typezz identifying number or ❑ inland letter of support ' LAND UNDER THE OCEAN. documents The proposed work represents repair of an ,,• . existing vertical seawall by placing new A ,C , D, E steel sheet piling. The new bulkhead will increase resistance to future storm ' damage. It will not alter the adjacent resource area, as work will be performed behind the new sheeting. ' 7 coastal Resource Area Type: Identifying number or ❑ inland letter. of .support ' COASTAL BANK documents The existing granite stone seawall ' coastal hank is significant to storm damage -prevention as a vertical buffer A ,C ,D , E that does not supply sediment to coastal ' beaches. The work from the pier, behind . the new sheeting, will not alter the resource area. i ( 3-5 � I ❑ coastal Resource Area Type: denti.fying number or ❑ Inland letter of support ' documents ` 2. Clearly, completely and accurately describe, with reference to supporting plans and calculations where necessary: (a) all measures and designs to regulate work within the Buffer Zone so as to ensure that said work does net alter an area specified in Pert 1, Section 10.02(1)(a) of these regulations; or ' (b) if work in the Buffer Zone will otter such an area, all measures and designs proposed to met the perforinance standards established for tkc adjacent resource area, specified in Part 11 or Par[ III of these regulations. ' IhX coastal Resource Area Type Bordered Identifying number or ❑ Inland By 100-Feet Discretionary Zone: - letter of support documents 1 As noted tfor the Coastal Bank and Land ' Under the Ocean, the repair of this A,C , D,E existing vertical wall with a new bulkhead will have minimal impact on wildlife habitat or the resource areas. ' These repairs will restore the storm damage prevention function of the seawalls. 1„ 3-6 1 f Part vs Additional Information for a Department of the Army Permit . ' 1. COE Application No. (to be provided by COE) 2, Salem Harbor (Name of waterway) rr 3. Names and addresses of property owners adjoining your property: ' See Exhibit D . 4. Document other•project alternatives (i.e., other locations and/or ' construction methods, particularly those thatiwould eliminate the discharge of dredged or fill material into waters or wetlands) . See Exhibit A . t 5. 8y" x 11" drawings!in planview and cross-section, showing the resource area and the proposed 'activity within the resource area.. Drawings must be to scale and should be clear enough for photocopying.U' G Certification is required from the Division of water Pollution control before the Federal permit can be issued. Certification may be obtained by. contacting . the Division of Water Pollution Control, 1 Winter Street, Boston, , <<.... ' Massachusetts 02108. where the activity will take place within the area under the; Massachusetts ' approved Coastal Zone Management Program, the applicant certifies that his proposed activity complies with and will be conducted in !a manner that is zonsistent with the .approvedrprograla. Information provided;%will�be' used in evaluatingthe application for a permit and is made a matter",of public record through issuance•;of a public notice. Disclosure of this information is voluntary; however, if ;necessary information ' is not provided, the application cannot be processed nor can a permit be issued. ' I hereby certify under the pains and penalties of perjury that:the. .foregoing Notice of Intent and accompanying plans, documents and supporting data. are true and complete, to the best of:•my knowledge. ' gna a of p ic, nt1 r Date ; ' Si ure of Applicant presentative Date FORM "Exception to ENG Form 4345 approved.by..MOUSACE,;'6.;May,.1982'- RED 100 (TEST) 1 MAY 82 "This document contains a joint`Department of: the Army and State of Massachusetts application for a permit to obtain permission to perform activitfes- in United States waters. The Office of Management and Budget(OMS) has approved those questions required by .the US.Army Corps of `=. Engineers, CMB Number 0702-0036 and expiration date of 30 September 1983 applies". This istatement will be set in 6 point type. _ 3-7 ' EXHIBIT A PROJECT' NARRATIVE ' A. PROJECT DESCRIPTION The site is located in Salem Harbor at the Hawthorne Cove Marina as illustrated by Exhibit B. The project will include maintenance repairs of the east, northern and southern portion of the existing earth-fill pier. The pier is approximately 50 feet wide by 150 feet long on the south side and 190 feet long on the north side, as illustrated by Exhibit C. The pier is constructed of ' semi-dressed,rough quarried stone wall enclosing earth fill,believed to have been originally constructed in the mid-nineteenth century. There is a concrete cap, or parapet above the stone wall. The east and southern seawalls have been slowly failing for at least the past 16 years. The seawall has not fallen down, but there has been substantial washout ' of backfill soil, as illustrated by the photographs in Exhibit E. The eastern section of the wall is considerably more stable but has voids between stones. ' Exhibit D provides a plan indicating State Waterways licenses for the site, and correspondence from DEP Waterways indicating the proposed work to be considered maintenance to an existing authorized structure. Exhibit D also ' provides a listing of adjacent property owners. The top of pier is at approximate Elevation 14.0 (Above Mean Low Water Datum I ' El 0.0 which is 4.2 feet below NGVD Datum 0.0). Mean High Water is Elevation 8.8. The Spring Tide elevation per the National Oceanic and Atmospheric Administration Tide Tables is Elevation 10.2. The FEMA Base Flood elevation is Elevation 17.2 which is approximately 3 feet above the 100 year still water level. ' B. PROPOSED WORK The proposed work is to stabilize the eastern, southern and northern sections of seawall. A new steel sheet pile bulkhead is proposed to be installed immediately seaward of the wall on the south and east sides to stabilize this area with relatively little disturbance to the bottom sediment and earth-fill pier. This proposed bulkhead viould parallel the face of the existing seawall, approximately 1 to 2 feet offshore of the existing timber piling,with a turn point to follow the seawall bulge. The area between the existing seawall and new sheet pile bulkhead will be filled ' with granular backfill. It is estimated that a total of 420 cubic yards of fill will be required, of which 185 cubic yards will be placed below Mean High Water (210 cubic yards estimated below the Spring High Water Level). ' The sheet piling will be anchored by batter (raker) piles driven to refusal over approximately 140 linear feet on the southern side. The sheet piling will be ' anchored by a tieback system of tierods and a sheet pile deadman over 30 linear feet on the south wall, 56 linear feet on the east wall, and 17 linear feet on the north wall. 'The remainder of the north wall will be stabilized by chinking and ' mortaring voids in the existing wall. C. MITIGATION MEASURES ' The majority of the repair work will be conducted from the earth pier, with no equipment to be positioned in the water or tidelands. Filling will be performed ' behind the sheeting to prevent soil from washing into the harbor. No dredging is proposed. ' The only work to be performed outside the earth-pier will be the chinking of the northern wall. This operation will be by laborers with no heavy equipment on the tidelands. Demolition materials from the existing wall and timber piles for access to driving and anchoring new sheeting will be legally disposed. No such material will be ' allowed into..the harbor or bottom sediment. t 1 1 1 ' EXHIBIT D ' Attached Figure D-1 illustrates adjacent property owners and prior licenses. The following listing provides dates of these licenses. Also attached in this section is a letter from DEP Waterways authorizing the proposed work as maintenance. ' H & LC License No. 3348 February 5, 1909 DPW License No. 174 October 25, 1921 ' DPW License No. 1729 October 29, 1935 DPW License No. 1792 June 12, 1936 DPW License No. 2774 June 12, 1945 DPW License No. 2963 June 10, 1947 DPW License No. 4752 October 29, 1963 DEQE License No. 250 January 12, 1977 DEQE License No. 1590 January 27, 1987 ' Names and addresses of property owners adjoining the proneM: Thomas Mackey &. Sons ' 58 Broadway Street' Salem, MA 01970 ' Nathaniel's Landing Condominium Trust White Street Salem, MA 01970 I ' Robert A. & Diane L. Guethlen 43 Turner Street Salem, MA 01970 Anthony Iwanicki, Jr. 47 Turner Street Salem, MA 01970 ' Bradford C. & Sandra J. Northrup 49 Turner Street ' Salem, MA 01970 John'L. Jerdan ' 55 Turner Street Salem, MA 01970 ' House of Seven Gables Settlement Assoc. 54 Turner Street Salem, MA 01970 � �� l•:� �I �cL �I' 11 I � / ' � �� • ! A BC � r� ow-Mo'mrerm ��'�/v f :; �6 I� ��f y ,/:; � � �f f�• s Alhlml 'n!�.\ * / srh j�n /p"� 1 �s 1♦) / x � cap 9/(ry("� v hl rV 1 r°, t ` U(r'� I •.I ! a c L 1P __/ ��" I`�rF rr i ear 6R�8'1QMIrr IX•ly tri r 1 d,. l I D ' � I $�..:..::::y��!C •c�lf'�6Yn � "1 �� Pail. � �� rs" / 8 .1 Q 1� ! f•� .. ''M :r � r r° �>•4 rr rl' 1�/ � P � 1. r(1V "' .. . ! i� `� -t•.-'YI fK I!v J ' �.. r' f t t�i lrl,l - 1. . >/1/fc it HOhlhouso 5V`` ' {. &P✓r•- 0spital Poi t- Yr ris" I eood�ury f(, Point' s Pi i. RmM \Par I ' .e 4•. \` Tuck/� / i Ih �l����I��4ti•r,� ) � � �N � ( �O�/�.I�c 'ns 7._ 41 $al' Neck i!/ i� ag b � 'Y. . /r�`•�•, ai_ . � r� (�•� ylSos '�Fao°O � ;LA� . cRoDck�r it___- '(� oy ,. la d subrp c;\e -5 sc r 4°o`,>:: • CJo 9!'Pifkon g/ /teo t2� t -V lol / s fo .r �• wo © rpla�t Ooal�iam( rr Kno ! t y` •.- P 1 m r '�.. `J°0 1 �kacf�ido_/ i yi r� Rack x h __/ " ly 1, a L Co morl ; ' / •SO (Sal mTormirial� Mu. it. yr�`i•. _ r.�1' ./!� S0UTH)C Wellman n,", s 2�411 /ri = Cloutman Ledga� 1 S rl. I -\ L ue a \,I'S sIe$G9 / s Naugus c Pomt x AI+l luen -' L Oht o°lie oy / x. liner. 11 a a oec ryPalmec/ u Pomr. 1 1 J .Palk � Picker9 �t � Point µ 0 .2 .4 .6 .8 1 MILE SCALE: 1" _ .4 MILES -LOCUS PLAN t EXHIBIT B 1 Commonwealth of Massachusetts MAR - 8 1993 Executive Office of Environmental Affairs , Department of -r�TJ`3L��- Environmental Protection William F. Weld Governor Daniel S.Greenbaum Commissioner MAR 0 4 1993 Nucci Vine Associates 253 Low Street, Suite 232 Newburyport, MA 01950 Attn: Duncan C. Mellor RE: Seawall repair, Hawthorne Cove Marina, Salem ' Dear Sir: In your letter, of February 24, 1993, you described the condition of and proposal for the repair of the western section of the seawall at Hawthorne Cove Marina. You asked for our determination, pursuant to M.G:L. Chapter 91, as to whether the proposed activity could be done as maintenance of a previously authorized structure or would a new license be required? The information you provided has shown that the proposed activity can be consider as maintenance to an existing, authorized structure. However, you may not deviate from the project description and the plans showing the site conditions and the proposed repairs, provided with your letter of February 24 , 1993 . Should you have any questions or comments on this matter, you may contact me at (617) 292-5695. i Sincerely, 1 donZald t er Licensing Engineer Waterways Regulation Program 1. 1 1 One Winter Street • Boston,Massachusetts 02108 • FAX(617) 556-1049 • Telephone(617)292.5500 1 do •� ...sem '.( Ise a fi f xi�A i1j� 1'^" •.F esss� 4 311`§fr 1 fifi ll z. , r- ! 4 W: 421. r V _ k t Rryy$ . ,... i..•1!o- ,��uy z+, ir. 1 _ 10 em im \� � A\ ��\ �i� / M1 F..BI ♦ y f J P 4 \ J I A3 '•� � d � h � \ Y \\ �4 Y �r z rc d 44 4 _. 1{1A- Al Y ♦ )-{,�� \ NOTICE OF INT'INP FEE TRAN-%=AL FORM DEPAIZ M?r OF INVD: tX AL PIXYfDCPION DIVISION OF WEPLANDS AND WATERWAYS NOTICE OF SNTM (NOI) APPIZ=: PROPERTY OWNER: ' Name Hawthorne Marina -Limited Name Hawthorne Marina Limited Partnership Partnership c/o Congress Mgt . Co . Street 10 White St . Street 50 Congress St . City/Town Salem City/TOwn Boston ' State MA Zip Code 01970 State MA Zip Code 02109 ' phone Number 508-740-9890 Project Location: Street/Lot Number 10 White St . City/Town Salem DEP PILE NUMBER (if available) ' NOI FILING FEE DISP[TPED FEE Total NOI riling Fee: - $ 499 Total Disputed Fee: $ N/A . (as determined in Notice of State Share of filing Fee: $ 237 Insufficient ree letter from (1/2 of fee in excess of $25.00) conservation commission) ' City/Town Share of ' State Share of Fee: $ Filing Fee: $ 262 (1/2 of total disputed fee) City/Town Share of Fee: $ (1/2 of total disputed fee) ' INSPRUMONS 1. Send this ree Transmittal form with a check or money order, payable to ' the Commonwealth of Massachusetts, to the DEp Lock Box at: Department of Environmental Protection Box 4062 ' Boston, MA 02211 2. Attach a CORY of this form to the Notice of Intent submitted to the ' local Conservation Commission. 3. Attach a of this form and a COPY of the DEP check to each of the Notice of Intent forms submitted to the DEP regional office. ' 11/10/89 1 , 'FILING FEE CALCULATION WORKSHEET plants, roadway sItrivewsys NOT subject to 310 CMR 10.57(31) SMALL NOT BC SUBJECT 10 ADDITIONAL ICCs NO. CATEGORY 1 $55 PER ACTIVITY tf Said activities are reviewed under • SINOLC u0l L Existing House/residential lot.(ndditlon, deck, C. Construction of [ACM ROALIWA7/DRIVEWAY within the _ gerage,pool, shed,or D^IVCWAY)_ — Buffer tone or Coastal fluodrone NOT reviewable ,•f under 310 CHR 10.53 (7e) and NOT associated with a Sfh 0. Site Preparntioh (removol of vegetation, exca- 5.5 1 vatiun goofing hurt. home cunstruc Llon isn't — — D. HAZARDOUS WAST[ CLEANUP (except ea noted In ' proposed under this NUI) category 4) —_ C. Control of nuisance veyetetlon by removal, herb- TOTAL CATECORY 3 ACTIVITICS icicles, etc. within a Resource Area PER LOT � pursuant to 310 CHR 10.53(4) CATEGORY 4 $725 PER ACTIVITY . Resource Area Improvement: pu r.;uant to 310 CHR 10.53 (4) otncrthen !f. eDuve A. CACH WETLAND FILLINC/CROSSINC LIMITED PROJCCT _ . _ ' ACCESS ROADWAY/DRIVCWAY under 310 CMR 10.53 (3e) SL'P1IC SYSTEMS or any part' thereof/repairs, associated with COMMERCIAL, INDUSTRIAL, 1NSTITU- -replacement, UPCHADINC — — TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION CONSTRUCTION. (*See category 29 for SFH driveways•) �f. Monitoring Wells/well B. flood Control Structures (construction, REPAIR, TAL CATCCORY 1 ACTIVITIES — — and/or modification) — C. IANDf ILLS-public 4 private W-reCORY 2 S250 PER ACTII'IfY D. SAND d CRAVCL OPCRATIONS EACH NEW single family house (STH) INCLUDING site preparation, retention/detention basins, C. NEW railroad lines or EXTENSIONS of C%ISIINC _ ' utilities, SEPIIC SYSTEM, roadway/driveway other lints than those pursuant to 310 CHR 10.53(3e) F, Control of NUISANCE VC Cf.IAIION under 3lOCMfl IF reviewed under a $INCL[ NOT 10.53(4) other than on a SFH lot B. Parking tut/ ANY size C. BRIOCES (construction, reconstruction, expansion,_ Beach Nourishment — maintenance) ASSOCIATED with a SFH lot D. Coastal Activities pursuant to 310 CHR 10.24 H. Raising or lowering WATER LEVCLS _ (7a-c) including 7o-Electric' Generation foeilities,7b-Publ[c Utilities, 7c_Coastel L[mited Projects 1. ALTERATION OF RESOURCE ARCA d diversion of water including REPAIR/MAINICNANCE or EXISTING piers, associated with HAZARDOUS WASIC CLEANUP, non- buildings culverts, etc. mosquito control projects, or for ANY OTHER PURPOSE NOT EXPRESSLY IU[N(IFICD ELSEWnCRC IN THIS TCC SCHCOUL ' u.53 ( -J)JAI;U 310ACIC fl1S pursuant to 310 CMR _ — J. DRCDCINC ACT IVII ICS not associated with a NEW 10.57 (o-d) ANU 710 CMq 10.51 (f-1) per footprint dock, pier or other structure described in category 5 NEW 4gricultu re l/aquecultu rat projec ts _ TOTAL CATEGORY 4 ACTIVITIES ' EACH WETLAND DRIVEWAY CROSSINC associated with e SfH pursuant to 310 CHR 10.53(3e) CATEGORY 5 $2 PCR LINEAR FOOT; IDIAL FEET NOT TO BE CESS ANY point source discharge ' THAN $50 NOR MORE THAHA11 N 000 ' ANY OTHER ACTIVITY not described In categories A. Construction, reconstruction, REPAIR, or replace- 444 1,3,4 d 5 — ment of DUCKS, PIERS, NCVCIMENIS, DIKES, or other— engineering structures on COASTAL or INLAND RCSOURCC �TAL CATCCORY 2 ACTIVITIES - __ AREAS including the placement of RIP-RAP or other material on coastal or Inland resource areas CATEGORY 7 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES 444 ' SIT[ PREPARATION for ANY developments other than — .TOTAL FILING TEC CALCULATED $ 499 for a SfH INCLUDING removal of vegetation, excavation d grading when actual construction is PERSON CALCU_AT1 C fC( �CHCDULC (Print Name) NO] proposed under this N0I David Vine,, Mucci Vine Associates, Inc. ' CONSTRUCTION Of EACH BUILDINC within commercial, — ADDRESS 253 Low St. , Newburyport, MA 01950 industrial, institutional, or apartment/condo/ 508-465-1428 townhouse type of development, ANY PART of which TELEPHONE . B[ ' is in a BUFFER ZONE or RCSOURCC AREA. Aseoclated r activities! Bite preparation retention/detention SICNATUAC DATC_,�( basin cons t ruction,eept!c systems, parking lots, (( TT utilities, point source discharges, sewerage treatment 'NIACC Newsletter - THOMAS MACKEY & SONS 58 BROADWAY ST, ' SALEM, MA 01970 NN ' ' o' .'mow.., �•".ai ice} � � NATHANIEL S I NG CONDOMINIUM TRUST � : :o ' '.,>�,,�•- ; ' „.. WHITE STR SALEM, MA ROBERT, DIANE L. °� ' as OCVS ,.i`' ;,I 4 43 Ta.ir yh REST ��;�; .'.-•i,�,Reo•A(;,�,;' :: o L 1970 V = / ANTHONY IWANICKi , JR. N.O.A.A.CHART 13275 47 TURNER STREETA9 PRIOR LICENSE DATA SALEM, MA 01970 BRAD ORD C. - & SANDRS01. NORT P #250 (1977) 49 T NER STREET #4752 (19631 ' MA 01970 #2963 (19471 JOHN L. JERDAN O:0•••.... #2774 (1945 55 TURNER STREET #1792 (1936 ALFM., MA' 197 S #1729 (1935 _-, w \ -� 1 MLWS'•, Ld \\ \/ CO 2 TWO Z W \\ W(n C) U) V ozZ � ' 1 FLOOD ' vwiZ)w1 3 -j `, �\ ESB ova i DATUM! MLW = p,n FEFT� I �I, I \ SALE RBOR $ TOW= y ' SCALE IN FEET PLANS ACCOMPANYING PETITION OF PLA OF, EXISTIN CONDITIONS DARBIE LANDING LIMITED PARTNERSHIP SHEET 1 OF 5\ 96 ln/ - 1 - ' TO .MAINTENANCE DREDGE, MODIFY FLOAT IC;=NSE P!-AN NO. ARRANGEMENT, CONSTRUCT AND • ., .. , /rte/ MAINTAIN RAMPS, FLOATS, FINGER FLOAT AND MOORING PILES IN SALEM HARBOR CITY OF SALEM COUNTY OF ESSEX, MASS - AUGUST 1986 WATER-??ONT DESIGN ASSDCIATES i -2 - 0 2 ' - 9 ` I NOTE: PILE LOCATIONS O 1T' `^ GRANITE SEAWALL `� ARE APPROXIMATE. \, PRAP /-SLOPE ��4 NNW ALONG \ `\`_\-_ , \1 `1 CHIINK AND DRAN TAR - " .-1- 6, WALL FACE A _ 11� \ I SEAWALL(TYP) / -(TM)MANE •\9 "'"_w� 1-2 ' NNW I '•1 ... _�==�_.Ix.�- i- •'. TP-2 �" CONCRETE SNIE 1 \-Q - tI NLW EEfPI1 - -DRAINCON° IyT - { 1 , I DEADNAN 1 , T q } -NEW PZ-22 �1 1 1 I J c STEEL SHEETING T (TYP) . TP-I 1 1 II I TIERO ' , , t LIGHT POST- B 2 R-S I�3 1 1 l� - • (TTP) ---, L- C L. SHED (ELEC. SERVICE) lu - 'i i i _// / "� _ FIRE VALVE IXISTNG F" % VAiV£ 'B lu 14. � ' IB-, TENDER 14.2 _�� u .o i 1 PARAPET i PALLS-_ _- S .� MK. I.a I o 0 0 0 __ _ - '-- v _.. '-=e fi_y--.....•.-»-^:t'G'f o .I.S NNW SI .�T FLOIT,NG PIER STEEL OPREE / /�~ NEW RAKER 32'f TyT-WEW ' RTP)PIPE P6E5 B RAUP NLw / it I\ PROPOSED SHEETING PLAN EXISTING SITE PLAN SCALE IM FEET 0 10• 20• 40' tSCALE IN FEET NOTES: ' CONCRETE PARAPET WALLS NEW CONCRETE CUT OFF DETERIORATED RLE CAP - SEE (ENDER PILE 1. DATUM IS MEAN LOW WATER. LOCALIZED w'`3"°(ITS °ETA& ' RAEXRLL AND GRenE HIGH WATER LEVEL SPRING TIDE DETETLTGRATED lOq----sw�a-- - (---- - �-^- EL 14.3— TO EL.14 - IS EL. AT --lC"' NEW wucER RPE RLE - '*;"_ •' ' (SEE EXHIBTT A FOR (TiTYPKAU LE NHw e.s --- i i NNw 8.8 1 � FURTHER DESCRIPTION). I I NEW R 247 -22 STEEL �"� wNL suBSTDm EARTH F61 I ,� t 2. PILE LOCATIONS A R E B TOPPLING WW// ROUGH QUARRIED I ( r,«+" ,' CHANr: STECL RLE CAP oDTwARo NLw o.0 5-� sENI-DRESSED AM° I NLW o.0 �S "'w5 (ny) TOP of uv APPROXIMATE. ADDITIONALCUT- (UNSTABLE) _ I PLAIN STONE RETAAN- ' NG WALLS — ' 14.5 RNA OFF PILES MAY BE ENCOUNTERED. / GRADIE GEL "` 3. FINAL GRADING TO EL. 14 REQUIRES 420 CY OF WIIICH 185IS SECTION A—A SECTION B—B `° r CLEAR (TMP) BELOW MHW. 0 3®• 0 S• 10•SCALE IN ImSCALE IN FEET CR�CCOONCRRETEE CUT OFT DETERIORATED r3/4' BOLT WITH Z-22 SEE FENDER RLE / BEVELED WASHER NEW S1EEL RPSMCETFIIYWDETAIL 1 BACXRLL AND ORAE PZ-22 / DOLT AND BAKER RIE NEW WALEEL 14.3— TO 0. ,4SNCETRIF SPACER _SEE L 2A ______ P4TE'�TED- -- - HAWTHORNE COVE MARINA NEWNG; sTm ° msvNc J� SALEM, MASSACHUSETTS YLW 0.0 .,.,� WNL FOR ACCESSJ` DEADMAM 0 uE•TPB°EENIND CHANNELS (WALE) EXISTING SITE PLAN & �I NEW BULKHEAD NEW WALE f REPAIR PLAN SEC DUAL 2 _ 11 secnoNRAKER PILE CONNECTION Mucci Vine SU�2d25TREEf ' u WALE CONNECTIONA S S 0 C I A T E S MERT WBDRTPO . MA SECTION C—C DETAIL 2 DETAIL 1 1 KEV GNL CB ADB VINE 324\SM,(20) 0 S• 10' m' 0 ,• :• ,• ® 0 3• 1• T ® l SCALE AS S1gWN NARCX ,333 NO ) OF ) SCALE IN FEET SCALE SCALE IN FEET ;. EXHIBIT C 1 � _ , `z lip0 C GRANITE SEAWALL , \ — 1 T S�PRp^EP `4 `� __— -`\ ,\ 1 x h4 ya —NEW WALE `6, YAW ANG AN' -`.E{ a� . n { / (nP) - WALL FACE "lady )1_2 dM ® TP=2 COAN`EETE MLW_ ...;.,....-�.. T4 1 Il 1� 1 1 1 1"}� p X24' COMO. _14' __ _ IA�— I 1 1 TIEROD�1 '1 1 11 11 111 11 1'+.T I, i 1 ��'�y�:{{ i -NEW PZ-22 DRAIN IxF -____/ 1 (TV) 1 1 1 9 ✓'i 1 1 1� )1 1 I j} ) I1 B STEEL SHEETING ® TP-' B-2 Z UGHT POST -- TP-3- ) I RECONSTRUCT WiW.WITH laa 11e ''i bTONE NSRE GRANITE ; 11 11 Il 11 u.z FIRE VALVE e B-1 _ ' _-_-' EXISTING GENDER 1 ai 1 1 1 1 ..„ j 1,,,I,.,.` ✓ .,j5 1 _ F Y:....,... F .. to C 1a.eo 90 9y _•S.� _' �_� f .,n1 Aaa)Y`.° „ 1 B1" 51ET'L�_..nyG M" o _-_— _ q I RIP Ru j'' FLOATING p ER 6 4 • ,+NEW SLOPE I I MLW RAMP_/ 1 Y I I( j I\,I 1 I PROPOSED SHEETING PLAN 0 10• 20' 40• EXISTING SITE PLAN SCALE® 0 10' 20' 40' SOME IN FEET CUT OFF DETERIORATED 3 4 BOLT CONCRETE PARAPET WALLS NEW CONCRETE FENDER PILE (MOUNDED HEAD) PILE CAP - SEE BACKFILL AND GRADE C12x2O.7 CAP *10.2� (TVPfCAQ OCALIZED WASHOUTS DETAIL 1 TO EL+14 COATED HIGTURNBUCKLE (TYP) TOP FI CAP EL+14.5 NEW WALE EL 14.5— -+ FINISH GRADE DETERIORATED n SEE DETAIL 2-----._ ,� EL+14.0± GENDER PILE EL 11.0— _(TYPICAL) 1 MXW 8.8 a .WS,S.,� ____ —9.6 WALL SUBSIDEEARTH FILL) NEW P2-22 STEELAeS ,d- —45 SEE DETLAEIL 2 NEW PZ-22 4'x4"x3/8' CLIP TOPPLING //Wim/ ROUGH QUARRIED SHEETING 3, .,.h STEELSHEETING ANGLI COUTWARD }_ SEMI-DRESSED AND I MlW 0.0 ^r"` „ DEMOUSH EXISTING 8' PZ-22 SXEETPILE I��ATAENDG�(UNSTABLE) PLAIN STONE RETAIN- "TM;jWALL FOR ACCESS NMEEW BU DMAN HEAD ��ND j PER EVERY 2 SHEETS IND WALLS STEEL PILE CAP SECTION A—A SECTION B—B DETAIL 1 0 S'®• 0 b®' 0® SCALE IN FEET SCALE IN FEET SCALE IN FEET 3/C BOLT WITH BEVELED WASHER NEW CONCRETE CUT OFF DETERIORATED NEW CONCRETE PZ-22 BOLT AND PILE CAP - SEE SND PILE PILE CAP - SEE SHEETPILE� SPACER // DETAIL 1 TBACEL LL4AND GRADE DETAIL 1 px1f`AATED EL 14.b— "' 5/11/93 REVISED SHEETING LAYOUT SEE L 2� E"'— HAWTHORNE COVE MARINA {I ______________________+ _ M�a.e TIERoO SALEM MASSACHUSETTS Y c8.8 L_ NEW P2-22 STEEL 3g 4 DEMOUSH EXISTING NEW P2-22 STEEL 2 - 12x20.7 1 SHEETING 1 Y"` � SHEETING CHANNELS (WALE) WALL FOR ACCESS L,,,, ` MLW D.D F ,a v-•y' MLW 0.0 EXISTING SITE PLAN & REPAIR PLAN SECTION WALE CONNECTION Nucci Vine SUTE2323,REET l n DETAIL 2 A S S O C I A T E S 111"ORYPORT, MA SECTION C—C 0 5' 1• 2• KEV I K. .TCB pp O.B. VINE n 324 PERI b O S 10, 20' u® SCALE AS SHOWN IGATE MARCH 1993 PL 1 OF 1 SCALE IN FEET