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Home My WebLink AboutTR-7912John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee July 22, 2015 Robert E. Herrmann En -Consultants 1319 North Sea Road Southampton, NY 11968 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: STRONG'S MARINE, INC. 2402 CAMP MINEOLA ROAD EXT., MATTITUCK SCTM# 122-9-6.2 Dear Mr. Herrmann: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 22, 2015: RESOLVED that the Southold Town Board of Trustees grants the Last One -Year Extension to Wetland Permit #7912, as issued on September 19, 2012. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Ave - John M. Bredemeyer III President, Board of Trustees JMB:eac John Bredemeyer, President sufFa( Michael J. Domino, Vice -President �cOG�� James F. King Charles J. Sanders o Dave Bergen Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Fie d Inspection/Work Session Report Date/Time: En -Consultants on behalf of STRONG'S MARINE, INC. requests the Last One -Year Extension to Wetland Permit #7912, as issued on September 19, 2012. Located: 2402 Camp Mineola Road Ext., Mattituck. SCTM# 122-9-6.2 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 . Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre -Submission Violation other Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes Info needed: Modifications: Conditions: No Not Applicable Present Were:v,�J. Bredemeyer/' M. Domino J. King D. Bergen C. Sanders Bay Constable Form filled out in the field by Mailed/Faxed to: Date: Other O D EN -CONSULTANTS July 1, 2015 Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 Re: Strong's Marine, Inc. 2404 Camp Mineola Road, Mattituck SCTM #1000-122-9-6.2 Permit #7912 Dear Board of Trustees: IIEIF- JUL 4 � The above referenced permit is due to expire September 19, 2015. As the approved work has not been completed, would you kindly extend your permit for a period of at least one year. The permit fee of $50.00 and a copy of the permit are attached. Thank you in advance for your attention to this matter. Y urs truly, Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton, New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting • John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee July 23, 2014 Mr. Robert E. Herrmann En -Consultants 1319 North Sea Road Southampton, NY 11968 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: STRONG'S MARINE, INC. 2402 CAMP MINEOLA ROAD, MATTITUCK SCTM# 122-9-6.2 Dear Mr. Herrmann: 0 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 23, 2014: RESOLVED that the Southold Town Board of Trustees grants a One -Year Extension to Wetland Permit #7912, as issued on September 19, 2012. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, r2� Michael J. Domino Vice -President, Board of Trustees MJD/amn John Bredemeyer, President Michael J. Domino, Vice -President James F. King Charles J. Sanders Dave Bergen Date/Time: • OsfF04cOG Town Hall Annex 54375 Route 25 P.O. Box 1179 • Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report En -Consultants on behalf of STRONG'S MARINE, INC. request a One -Year Extension to Wetland Permit #7912, as issued on September 19, 2012. Located: 2402 Camp Mineola Road, Mattituck. SCTM# 122-9-6.2 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt.111 other Type of Application: Wetland Coastal Erosion Administrative Emergency Pre -Submission Notice of Hearing card posted on property: Yes Storm Water Management Review: Yes No Info needed: Modifications: Conditions: _Amendment Violation No Not Applicable _Not Applicable Present Were: J. Bredemeyer M. Domino J. King C. Sanders D. Bergen Bay Constable Form filled out in the field by Mailed/Faxed to: Date: Other • EN -CONSULTANTS June 26, 2014 Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 Re: Strong's Marine, Inc. 2404 Camp Mineola Road, Mattituck SCTM #1000-122-9-6.2 Permit #7912 Dear Board of Trustees: • E�..�� i JUN 262014 E The above referenced permit is due to expire September 19, 2014. As the approved work has not been completed, would you kindly extend your permit for a period of at least one year. The permit fee of $50.00 and a copy of the permit are attached. Thank you in advance for your attention to this matter. Yours truly, Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton, New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino 11 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD n Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone(631)765-1892 Fax(631)765-6641 YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE -CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre -construction, hay bale line Is' day of construction % constructed Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7912 DATE: SEPTEMBER 19, 2012 ISSUED TO: STRONG'S MARINE, INC. PROPERTY ADDRESS: 2402 CAMP MINEOLA ROAD EXT., MATTITUCK SCTM# 122-9-6.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 19. 201 and in consideration of application fee in the sum of $250.00 paid by En -Consultants and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct approx. 2941f. of low -sill vinyl bulkhead (including +/-34' and +/-15' returns) along shoreline of eroding embankment; dredge approx. 600 cy. of sand/silt from existing +/-5,620 sq. ft. basin area, including area of Phragmites at head of basin, to a maximum depth of d'MLW (-3MSL); place approx. 91 cy. of spoil in un -vegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflom (12" o.c.) to create approx. 2,195 sq. ft of intertidal marsh; and place remaining spoil, approx. 509 cy., in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +/-59 If. of high -sill bulkhead, including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat launch (with 4'x12' steel pad) and +/.14' and +/-12' seaward sections on each side of basin that will tie into +/-7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +/-33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 If.; two (21 irregularly shaped landing floats, each approx. 5' to 6' wide and +/-05' long; and two (2) 3'x15' ramps. To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a minimum distance of 75' from wetlands and relocate an approx. 10' wide section of existing boat racks from west end of boat racks to east end of boat racks; and as depicted on the site plan prepared by Jeffrey T. Buder, P.E., P.C., last dated August 7, 2012 and stamped approved on September 19, 2012. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �gOFFO(�� y v MUS 0-- S'S O dO �.a0� TERMS AND CONDITIONS The Permittee Strong's Marine Inc.,located at 2402 Camp Mineola Road Ext., Mattituck, New York as part of the consideration for the issuance of the Penut does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as'long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 0 James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino September 19, 2012 Mr. Robert Herrmann En -Consultants 1319 North Sea Road Southampton, NY 11968 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: STRONG'S MARINE, INC. 2402 CAMP MINEOLA ROAD, MATTITUCK SCTM# 122-9-6.2 Dear Mr. Herrmann: 0 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-6641 The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 19, 2012 regarding the above matter: WHEREAS, En -Consultants on behalf of STRONG'SMARINE, INC. applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 13, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 19, 2012, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 0 0 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of STRONG'S MARINE, INC. to construct approx. 294 If. of low -sill vinyl bulkhead (including +/-34' and +/-15' returns) along shoreline of eroding embankment; dredge approx. 600 cy. of sand/silt from existing +/-5,620 sq. ft. basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3MSL); place approx. 91 cy. of spoil in un - vegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflora (12" o.c.) to create approx. 2,195 sq. ft. of intertidal marsh; and place remaining spoil, approx. 509 cy., in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +/-59 If. of high -sill bulkhead, including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat launch (with 4'x12' steel pad) and +/-14' and +/-12' seaward sections on each side of basin that will tie into +/-7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +/-33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 If.; two (2) irregularly shaped landing floats, each approx. 5' to 6' wide and +/-15' long; and two (2) 3'x15' ramps. To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a minimum distance of 75' from wetlands and relocate an approx. 10' wide section of existing boat racks from west end of boat racks to east end of boat racks; as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated August 7, 2012 and stamped approved on September 19, 2012. 0 Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, James F. King President, Board of Trustees JFK/amn James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino TO: E BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 0 Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Telephone(631)765-1892 Fax (631) 765-6641 Please be advised that your application dated 13 / Z has been reviewed by this Board at the regular meeting of and your application has been approved pending the completloh of the following items checked off below. Revised Plans for proposed project Pre -Construction Hay Bale Line Inspection Fee ($50.00) 15` Day of Construction ($50.00) '/z Constructed ($50.00) Final Inspection Fee ($50.00)$/q'IZ Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: r—i'na) Tnspec4-ion—,'$b,Db — Hay 6a)e..Tgpec;'on-1Sb.DD -0600 TOTAL FEES DUE: BY: James F. King, President Board of Trustees Paid S'q 1iZ ma,'led loll/12- 6 CHARLES B. CUDDY ATTORNEY AT LAW 180 GILD COUNTRY ROAD (RTE. 58) P. O. BOX 1547 RrvERREAD, NY 11901 ADJACENT TO MOTOR VEHICLE DEPARTMENT Mr. Jeffery Strong Strong's Marine Inc. 1095 Westview Drive Mattituck, NY 11952 Dear Jeff: 0 TEL: 16181 369-8200 FAX: 16191 369-9080 September 11, 1995 SEP IS 20Yl Enclosed is the revised Resolution approving your change of zone. Please note subparagraph 'Ib." now indicates that the 50 foot scenic easement is that shown on the survey by Peconic Surveyors under date of March 1, 1995. We should complete the Covenants this week and forward it to you for your signature. very truly yours, Charles R. Cudd CRC/Pc Enc. �o�oSOFFo�,��oGy JUDITH T. TERRY o < Town Hall, 53095 Main Road TOWN CLERK w 2 P.O. Box 1179 �y • �� Southold, New York 11971 REGISTRAR OF VITAL STATISTICS Fax (516) 765-1823 MARRIAGE OFFICER �% ��'p P n RECORDS MANAGEMENT OFFICER '� > ' r'f !I .,� "-q FREEDOM OF INFORMATION OFFICER ------- _ _. SEP 19 2012 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON SEPTEMBER 5, 1995: RESOLVED that the Town Board of the Town of Southold hereby amends resolution no. 16, adopted on August 22, 1995, granting a change of zone to Strong's Marine, Inc., by changing subparagraph b. to read as follows: b. That there shall be a 50 -foot scenic easement as shown on the Survey for Zoning change as submitted by Peconic Surveyors, PC, under date of March 1. 1995. The resolution granting the Strong's Marine, Inc. change of zone petition reads as follows: WHEREAS, Strong's Marine, Inc., by petition filed April 12, 1995, applied to the Town Board of the Town of Southold for a change of zone on certain property located at the end of a right-cf-way off Camp Mineola Road, and adjacent to James Creek, Mattituck, New York, (SCTM #1000-122-4-44.2), from Low Density Residential (R-80) District to Marine (M-1) District; and WHEREAS, said petition was referred to the Southold Town Planning Board and the Suffolk County Department of Planning for official recommendations and reports; and WHEREAS, the Trustees and Planning Board have recommended the proposed rezoning and will be reviewing any development of the property pursuant to site plan and wetland regulations: and WHEREAS, the subject property is adjacent to an existing marina and the Comprehensive Plan calls for efficient use of the limited areas available for marina uses; and WHEREAS, the subject property, together with the existing marina, is located on a peninsula and are geographically separated from surrounding residential uses, which separation will be preserved by the following conditions: WHEREAS, a Negative Declaration was issued on June 22, 1995 which found that the proposed rezoning would not have a significant effect on the environment: and WHEREAS, the Town Board, pursuant to due notice, held a public hearing thereon on the 25th day of July, 1995, at which time all interested persons were given an opportunity to be heard; now, therefore, be it RESOLVED that the proposed rezoning is found to be consistent with the Town's Comprehensive Plan; and be it further RESOLVED that Strong's Marine, Inc. be and hereby is granted a change of zone from Low Density Residential (R-80) District to Marine (M-1) District on the following described property: Beginning at the northeasterly comer of the parcel about to be described, which comer is located the following six (6) courses and distances from a point on the easterly side of Olejulane, which point is 154.97 feet southerly from the point on the easterly side of Olejulane, which point is 154.97 feet southerly from the point on the easterly side of Olejulane, which point is 154.97 feet southerly from the intersection of the southerly side of Kraus Road and the easterly side of Olejulane: (1) South 80 degrees 39 minutes 10 seconds East, 423.36 feet; (2) South 11 degrees 22 minutes 50 seconds West, 174.33 feet: (3) South 22 degrees 13 minutes 00 seconds West, 293.00 feet; (4) South 57 degrees 21 minutes 20 seconds West, 100.99 feet; (5) South 44 degrees 10 minutes 10 seconds West, 160.97 feet; (6) South 35 degrees 19 minutes 00 seconds West, 95.30 feet; running thence from the true point or place of beginning, South 35 degrees 19 minutes 00 seconds West, 302.73 feet; thence South 18 degrees 48 minutes 20 seconds East, 106.14 feet; thence South 71 degrees 11 minutes 40 seconds West, 380 feet, more or less, to the ordinary high water mark of James Creek; thence along the ordinary high water mark of James Creek, and a dredged canal, a distance of 850 feet to a point and lands now or formerly of E. E. Wilsberg; thence South 30 degrees 29 minutes 40 seconds East, 85 feet, more or less, to the point of beginning; all to be condi- tioned upon the execution and recording of C&Rs by the property owner in a form acceptable to the Town Attorney and which make the following covenants: a. That no boat rack be located within 100 feet of the northerly tie line (along the dredged canal) of the parcel; and b. That there shall be a 50 -foot scenic easement as shown on the Survey for Zoning change as submitted by Peconic Surveyors, PC, under date of March 1, 1995; and Av- c. That there shall be no dockage north of the northerly tie line of the property (along the dredged canal); and d. There shall be no structure or rack at the two M-1 zoned parcels owned by Strong's Marine, Inc. which would exceed 28 feet in height, and no boat placed on this rack may exceed 28 feet in height. Judith T. Terry Southold Town Clerk September 6, 1995 Peter Young, Chairman Lauren Standish, Secretary 6 Conservation Advisory Council Town of Southold 0 Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax(631)765-6641 At the meeting of the Southold Town Conservation Advisory Council held Wed September 12, 2012 the following recommendation was made: Moved by Jack McGreevy, seconded by William McDermott, to TABLE the Wetland Permit application of STRONG'S MARINE, INC. to construct approximately 294 linear feet of low -sill vinyl bulkhead (including +/-34' and +/-15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +/-5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in un -vegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +/-59 linear feet of high -sill bulkhead, including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat launch (with 4'x12' steel pad) and +/-14' and +/-12' seaward sections on each side of basin that will tie into +/-7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +/-33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3'x15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. Located: 2402 Camp Mineola Road Ext., Mattituck. SCTM# 122-9-6.2 Inspected by: William McDermott, Audrey Horton, Jack McGreevy The CAC Tables the application and recommends a detailed study of the impacts this project will have on the environment and the surrounding areas. The study should be conducted by an independent consultant. Vote of Council: Ayes: All Motion Carried P.O. Box 1179 Southold, NV 11971 "I elephone(631 765-1892 Fax (63 1) 765-6641 Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: 515t? /� 2 c/ L- l-5; 3 a En -Consultants on behalf of STRONG'S MARINE, INC. requests a Wetland Permit to construct approximately 294 linear feet of low -sill vinyl bulkhead (including +/-34' and +/-15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +1-5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in un -vegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +/-59 linear feet of high -sill bulkhead, including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat launch (with 4'x12' steel pad) and +/-14' and +/-12' seaward sections on each side of basin that will tie into +/-7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +/-33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3'x15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. Located: 2402 Camp Mineola Road Ext., Mattituck. SCTM# 122-9-6.2 Type of area to be impacted: ,----Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland 0 Part of Town Code proposed work falls under: �Chapt.275 Chapt. 111 _other Type of Application: "Wetland _Coastal Erosion _Amendment —Administrative—Emergency Pre -Submission Violation Info needed: "NDN '- DI A) 0`7`/AJ AJ Modifications Conditions: Present Were: '- J. King _B. Ghosio`�D. Bergen, _1,/J. Bredemeyer___ZZMichael Domino D. Dzenkowski other Form filled out in the field by Y , ,Ci r16' Mailed/Faxed to: Date: 'suFFoc� 012. .lames F. King- President (,�� Bob Ghosio, Jr., Vice -President hhh j y� Dave Bergen john Bredemeyer Michael J. Domino y�o1 f �aa� P.O. Box 1179 Southold, NV 11971 "I elephone(631 765-1892 Fax (63 1) 765-6641 Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: 515t? /� 2 c/ L- l-5; 3 a En -Consultants on behalf of STRONG'S MARINE, INC. requests a Wetland Permit to construct approximately 294 linear feet of low -sill vinyl bulkhead (including +/-34' and +/-15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +1-5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in un -vegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +/-59 linear feet of high -sill bulkhead, including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat launch (with 4'x12' steel pad) and +/-14' and +/-12' seaward sections on each side of basin that will tie into +/-7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +/-33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3'x15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. Located: 2402 Camp Mineola Road Ext., Mattituck. SCTM# 122-9-6.2 Type of area to be impacted: ,----Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland 0 Part of Town Code proposed work falls under: �Chapt.275 Chapt. 111 _other Type of Application: "Wetland _Coastal Erosion _Amendment —Administrative—Emergency Pre -Submission Violation Info needed: "NDN '- DI A) 0`7`/AJ AJ Modifications Conditions: Present Were: '- J. King _B. Ghosio`�D. Bergen, _1,/J. Bredemeyer___ZZMichael Domino D. Dzenkowski other Form filled out in the field by Y , ,Ci r16' Mailed/Faxed to: Date: cr j � A - �~ .. � _-y,�,�.,�.�,Et► sit ....•. �.,-. ' �aY.e�w,' .res a a � _ \ - • ' •! NO.' Imagery Date: WaaOD7 i 1 1: I +s Ask ou .za,.Google na0 5 F Ser II 4yect� ... I F I Te'M1 la , Date 5;}pp09 4v 53'55 85'N II STRONG'S MARINE, 102402 CAMP MINEOLA ROAD EXI&ION MATTITUCK F W. Figure 1. Looking northeast over top of basin to be dredged and at location of proposed low -sill bulkhead, marsh creation, and service staging floats along northeast embankment. Figure 2. Looking northwest over top of basin to be dredged and at location of proposed low -sill bulkhead, marsh creation, and service staging floats along northwest embankment. 0 STRONG'S MARINE, INC., 2402 CAMP MINEOLA ROAD EXTENSION MATTITUCK Figure 3. Looking northwest from grade level during low tide at northwest embankment and location of proposed low -sill bulkhead, marsh creation, and service stagingfloats along northwest embankment. Figure 4. Looking northeast from grade level during low tide at northeast embankment and location of proposed low -sill bulkhead, marsh creation, and service staging floats along northeast embankment. • 0 STRONG'S MARINE, INC.. 2402 CAMP MINEOLA ROAD EXTENSION MATTITUCK Figure 6. Looking southwest from basin at northwest embankment and location of proposed low -sill bulkhead, marsh creation, and service stagingJloats along northwest embankment. 0 0 STRONG'S MARINE, INC., 2402 CAMP MINEOLA ROAD EXTENSION, MATTITUCK I A AV:J/ Win., M ,v wvlw ti vA- r "acs Figure 7. Looking south from outside of basin at location ofproposed northwesterly low -sill bulkhead return and at tree fallen from adjacent eroding embankment. Figure k Looking west from outside of basin at location ofproposed northwesterly low -sill bulkhead return and at shoaling of adjacent navigational channel as a result of erosion of embankment. N N m CD Q 3 �o • STRONG'S MARINE, INC.. 2402 CAMP MINEOLA ROAD EXTENSION. MATTITUCK Figure 9. Looking southeast from basin toward head of basin and area of proposed high -sill bulkhead and launch pad and at adjacent area of Phragmites to be excavated and dredged Figure 10. Looking northeast at location of proposed northeasterly low -sill bulkhead return. 0 GI STRONG'S MARINE, INC.. 2402 CAMP MINEOLA ROAD EXTENSION. MATTITUCK 0 _' Figure IL Looking north toward location of main section of proposed high -sill bulkhead and — proposed launch pad and at existing shed and section of boat rack to be relocated. 1LL s II ¢ Figure 12. Looking over office and customer parking area at existing access route for forklift for launching and servicing customer boats. E OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM 1 ^ To: Jim King, President SEP 20'2 Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: September 17, 2012 Re: Proposed Wetland Permit for STRONG'S MARINE, INC. SCTM#1000-122-9-6.2 En -Consultants on behalf of STRONG'S MARINE, INC. requests a Wetland Permit to construct approximately 294 linear feet of low -sill vinyl bulkhead (including +/-34' and +/-15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +/-5,620 square foot basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in un -vegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +/-59 linear feet of high -sill bulkhead, including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat launch (with 4'x12' steel pad) and +/-14' and +/-12' seaward sections on each side of basin that will tie into +/-7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +/-33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3'x15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. Located: 2402 Camp Mineola Road Ext., Mattituck. SCTM# 122-9-6.2 0 0 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that the Board considers the following: In the event that the action is approved the following BMP is required pursuant to: § 275-11. Construction and operation standards. A. General. The following standards are required for all operations within the jurisdiction of the Trustees: (2) Erosion control. Installation of an erosion control structure is necessary during any building, grading, landscaping or site work activity within Trustee jurisdiction. This structure may include, but is not limited to, installation of a silt fence, hay bales, wood chip berm and silt booms. The placement of the erosion control structure(s) shall be determined by the Trustees or their designee. All intertidal construction and excavation requires the installation of a silt boom that will retain all suspended sediments within the immediate project area. Require the installation of a silt boom in areas where practicable. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Name of Applicant Strong's Marine, Inc. P.O. Box 1409 Address Mattituck. NY 11952 Number: (631) 298-4770 Suffolk County Tax Map Number: 1000 - 122-9-6.2 Property Location: 2402 Camp Mineola Road Ext., Mattituck, NY 11952 (provide LILCO Pole #, distance to cross streets, and location) AGENT: En -Consultants (If applicable) Address: 1319 North Sea Road, Southampton, NY 11968 631-283-6360 o�soFFo�,��o Jill M. Doherty, President Town Hall, 53095 Main Rd. James F. King, Vice -President P.O. Box 1179 Dave Bergen Bob Ghosio, Jr. Southold,NY 11971 Telephone (631) 765-1892 Di John Brederneyer 41 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application -y` (L (N I. Y Xwetland Permit Application Administrative Permit J IS l�Jr —Amendment/Transfer/Extension 19 Received Application: AUG 4C Received Feer_ �l 4—'Completed Application Incomplete j -- - Southb SEQRA Classification: L Board Type IType II—Unlisted Coordination: (date sent) _)�LWRP Consistency Asisessrpent Forma/� a XCAC Referral Sent:g 31 d _Date of Inspection: _Receipt of CAC Report: _Lead Agency Determination: _Technical Review: Public Hearing Held: / Resolution: Name of Applicant Strong's Marine, Inc. P.O. Box 1409 Address Mattituck. NY 11952 Number: (631) 298-4770 Suffolk County Tax Map Number: 1000 - 122-9-6.2 Property Location: 2402 Camp Mineola Road Ext., Mattituck, NY 11952 (provide LILCO Pole #, distance to cross streets, and location) AGENT: En -Consultants (If applicable) Address: 1319 North Sea Road, Southampton, NY 11968 631-283-6360 Board of Trustees Applic43W Land Area (in square feet): 382,268 Area Zoning: Marine I GENERAL DATA Previous use of property: Commercial Marina Intended use of property: No change in use. Covenants and Restrictions: Yes X No If "Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If "Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s) on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees #5654 Southold Trustees #6907 NYS DEC #1-4738-00611 USA COE #NAN-2008-00819 11/21/02 6/18/08; modified 2/18/09 9/29/08; modified 3/31/09 8/15/08 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): See attached project description. PROJECT DESCRIPTION: STRONG'S MARINE, INC. 2042 CAMP MINEOLA ROAD EXT., MATTITUCK Construct approximately 294 linear feet of low -sill vinyl bulkhead (including +34' and +15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in unvegetated area behind proposed low -sill bulkheading for planting with Spartina alternii lora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +59 linear feet of high -sill bulkhead, including a +33' primary section that will front and support a proposed 20' x 26' concrete boat launch (with 4' x 12' steel pad) and +14' and +12' seaward sections on each side of basin that will tie into +7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3' x 15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocate existing 10' x 17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. All work is to be accomplished as described above and as depicted on the "Coastal Construction Site Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated August 7, 2012. The purpose of the proposed project is to stabilize the eroding shorelines forming the basin and to establish a service staging area therein for preparation and servicing of customer boats prior to launch and delivery to customers. Establishment of this area will create the significant environmental benefit of creating more than 2,000 square feet of vegetated intertidal marsh in an eroding area now devoid of wetland vegetation while increasing both safety and efficiencies of marina operations by relocating the existing fork lift travel route away from the customer parking area and shortening its travel distances by two to three hundred feet, thus reducing fuel consumption and ambient noise associated with forklift use in boat launching and servicing activities. *rd of Trustees Applicatio* WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To stabilize the eroding shorelines forming basin and establish a service staging area therein for preparation and servicing of customer boats prior to launch and delivery to customers. Establishment of this area will increase both safety and efficiencies of marina operations by relocating fork lift travel route away from customer parking area and office and reducing forklift travel distances by two to three hundred feet (approximately 65%), thereby reducing fuel consumption and ambient noise associated with forklift use in boat launching and servicing activities. Area of wetlands on lot: square feet Percent coverage of lot: Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? +/- cubic yards How much material will be filled? +/- cubic yards Depth of which material will be removed "x sited: 4 feet (below low water) Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: N/A Approximately 600 cubic yards sand/silt will be dredged from basin via barge -mounted and land-based clamshell bucket crane, approximately 91 cubic yards of which will be placed landward of proposed low -sill bulkheads to establish approximately 2,195 sq. ft. of intertidal marsh, with the remaining 509 cubic yards of spoil trucked to the designated spoil site. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): See attached Statement of Effect. r E STRONG'S MARINE, INC., 2402 CAMP MINEOLA ROAD EXTENSTION, MATTITUCK Statement of Effect The effect of the proposed project on the tidal waters and wetlands of the Town will be a net benefit. Currently, the shorelines forming the subject basin, which has been present since prior to 1960, are eroding chronically and severely, resulting in the loss of bank vegetation, including mature trees, and the sedimentation and shoaling of the basin and perimeter of the adjacent navigational channel. Therefore, the construction of the proposed low -sill bulkheading will stem this chronic erosion of the shoreline and loss of vegetation by physically stabilizing the toe of the embankment and establishing 2,195 square feet of vegetated intertidal marsh behind it via placement of fill (adjacent dredged spoil) and plantings of intertidal marsh grass, Spartina alterniflora. This intertidal marsh will be established where none presently exists, thus creating a net increase to Town wetlands. A much smaller area of Phragmites will be removed to allow for installation of the proposed boat launch, but compared to the area of marsh to be created, this removal of invasive vegetation is warranted ecologically, as intertidal marsh has the highest primary productivity of any category of tidal wetlands and would introduce presently lacking wetlands functions and values in that area, including providing habitat and a source of organic nutrients for the surrounding marine community. In addition to providing these ecological benefits and combining with the low -sill bulkhead to play a role in erosion control as described above, the created marsh would also serve as a sink and filter for contaminants potentially entering the waterway from the surrounding upland, thus providing a potential benefit to the quality of surface water. The dredging of the basin will have only temporary impacts on the adjacent environment through increased turbidity, which will be controlled by employing a silt curtain during dredging, and the spoil will be used to provide the base for the marsh creation behind the low -sill bulkheading. The proposed staging floats will be placed over unvegetated bottom and will be constructed with untreated decking as required by code. These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use. Without the ability to establish this staging area, there would be no incentive for the marina to invest in the erosion control and marsh creation, so again, the trade-off creates a net benefit to both the marina operations and to the adjacent environment. The dredging of the basin will have only temporary impacts on the adjacent environment through increased turbidity, which will be controlled by employing a silt curtain during dredging, and the spoil will be used to provide the base for the marsh creation behind the low -sill bulkheading. 617.20• SEQR PROJECT ID NUMBER APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1- PROJECT INFORMATION ( To be completed by Applicant or Project Sponsor) 1. APPLICANT/ SPONSOR 2. PROJECT NAME Strong's Marine, Inc. by En -Consultants 3. PROJECT LOCATION: Municipality Mattituck County Suffolk 4. PRECISE LOCATION: Street Address and Road Intersections. Prominent landmarks etc - or provide map 2402 Camp Mineola Road Ext., Mattituck, Town of Southold, SCTM #1000-122-9-6.2 5. IS PROPOSED ACTION: ® New ❑ Expansion ❑ Modification / alteration 6. DESCRIBE PROJECT BRIEFLY: See attached project description 7. AMOUNT OF LAND AFFECTED: Initially 8.73 acres Ultimately 8.73 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ®Yes ❑ No If no, describe briefly: 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) ® Residential ❑ Industrial ® Commercial ❑Agriculture ❑ Park / Forest / Open Space ❑Other (describe) Marine 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) ®Yes ❑ No If yes, list agency name and permit/ approval: DEC & US ACE 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑Yes ®No If yes, list agency name and permit / approval: 12 ASA RfSVLT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? ❑ Yes IN No I CERTIFF THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant / Sponsor a Robert E. Herrmann, Coastal Management Specialist Date: August 13, 2012 Signature If the action is a Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PROJECT DESCRIPTION: STRONG'S MARINE, INC. 2042 CAMP MINEOLA ROAD EXT., MATTITUCK Construct approximately 294 linear feet of low -sill vinyl bulkhead (including +34' and +15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in unvegetated area behind proposed low -sill bulkheading for planting with Spartina alternii lora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +59 linear feet of high -sill bulkhead, including a +33' primary section that will front and support a proposed 20' x 26' concrete boat launch (with 4' x 12' steel pad) and +14' and +12' seaward sections on each side of basin that will tie into +7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of+33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3' x 15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocate existing 10' x 17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. All work is to be accomplished as described above and as depicted on the "Coastal Construction Site Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated August 7, 2012. The purpose of the proposed project is to stabilize the eroding shorelines forming the basin and to establish a service staging area therein for preparation and servicing of customer boats prior to launch and delivery to customers. Establishment of this area will create the significant environmental benefit of creating more than 2,000 square feet of vegetated intertidal marsh in an eroding area now devoid of wetland vegetation while increasing both safety and efficiencies of marina operations by relocating the existing fork lift travel route away from the customer parking area and shortening its travel distances by two to three hundred feet, thus reducing fuel consumption and ambient noise associated with forklift use in boat launching and servicing activities. n LJ PART H _ IMPArT ASBFSSMFNT fTn he rmmnlptpd by Lead APencVl. E A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.4? If yes, coordinate the review process and use the FULL EAF. 0 Yes a No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration may be superseded by another involved agency. 0 Yes ❑✓ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain briefly: C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources? Explain briefly: C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: C6. Long term, short term, cumulative, or other effects not identified in C1-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy? Explain briefly; D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA CEA? If es, explain briefly: Yes I✓ No E. IS THERE, OR IS THERE ❑ Yes ❑✓ No LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If yes explain: PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial,large, important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part it was checked yes, the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box Ifyou have identified one or more potentially large or significant adverse Impacts which MAY occur. Then proceed directly to the EAF andfor prepare a positive declaration. Check this box If you have determined, based on the Information and analysis above and any supporting documentation, that the proposed a4 WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting determination. Board of Trustees o S� /� i 2 el Z Name of Lead Agency Dale J1`9 Al l S F //• /C l Al President p Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Preparer (If different from responsible officer) Bed of Trustees Application 0 AUTHORIZATION (where the applicant is not the owner) 1, J e Y -en h & i residing at 109,1'- . (print owner of roperty) (mailing address) f do hereby authorize IC n CoI3 S 44 (Agent) apply for permit(s) from the Southold Board of Town Trustees on my behalf. James F. Kine. President Bob Ghosio. .I r.. Vice -President Dave Bergen John Bredemeyer Michael .I. Domino • �gpFFD(,pr o � N Z 4. W � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of STRONG'S MARINE, INC. COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I Robert E. Herrmann , residing at /dba 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: C� J Town Ball. 53095 Main 1W. P.O. Bos 1179 Southold. NY 11971 Telephone (63 1) 765-1892 I'm (631)765-6641 En -Consultants That on the gtj�ay of September , 2012 I personally posted the property known as 2402 Camp Mineola Road Ext., Mattituck• SLIM #1000-122-9-6.2 & #1000-122-4-44.2 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Dated: S orn to before me this /ay of41 20 /.)- ry t lic NIM H. ST€PH€NS NOTARY PUBLIC STATE PF NEI, YORK COMM IiS10N NO. 5015931 QUALIFIED IN SUFFOLK COUNTY Ei,PIRES AUGUST 2, 201.)-- 0 0 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Strong's Marine, Inc. SCTM# 1000-122-9-6.2 & 1000-122-4-44.2 YOU ARE HEREBY GIVEN NOTICE: That it is the intention of the undersigned to request a Permit from the Board of Trustees to: See attached project description. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2402 Camp Mineola Road Ext., Mattituck 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: September 19, 2012 @ 6:00 P.M. You may contact the Trustees Office at 765-1892 or in writing. The above -referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: MAILING ADDRESS: PHONE#: Strong's Marine, Inc. P.O. Box 1409 NY 11952 631-298-4770 AC;FNT- EN -CONSULTANTS MAILING ADDRESS: 1319 NORTH SEA ROAD, SOUTHAMPTON, NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. 0 PROJECT DESCRIPTION: STRONG'S MARINE, INC. 2042 CAMP MINEOLA ROAD EXT., MATTITUCK Construct approximately 294 linear feet of low -sill vinyl bulkhead (including +34' and +15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in unvegetated area behind proposed low -sill bulkheading for planting with Spartina alterniflora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +59 linear feet of high -sill bulkhead, including a +33' primary section that will front and support a proposed 20' x 26' concrete boat launch (with 4' x 12' steel pad) and +14' and +12' seaward sections on each side of basin that will tie into +7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of+33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3' x 15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocate existing 10' x 17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. All work is to be accomplished as described above and as depicted on the "Coastal Construction Site Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated August 7, 2012. The purpose of the proposed project is to stabilize the eroding shorelines forming the basin and to establish a service staging area therein for preparation and servicing of customer boats prior to launch and delivery to customers. Establishment of this area will create the significant environmental benefit of creating more than 2,000 square feet of vegetated intertidal marsh in an eroding area now devoid of wetland vegetation while increasing both safety and efficiencies of marina operations by relocating the existing fork lift travel route away from the customer parking area and shortening its travel distances by two to three hundred feet, thus reducing fuel consumption and ambient noise associated with forklift use in boat launching and servicing activities. APOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL R.ECEIPO Name: Address: Strong's Marine, Inc. P.O. Box 1409 County of Suffolk 330 Center Drive Riverhead, NY 11901 Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 William Tufano P.O. Box 1744 Mattituck, NY 11952 Judith Kreh 1819 Carcara Drive New Bern, CA 28560 Sterling Harbor, Inc. P.O. Box 783 Mattituck, NY 11952 William & Marilyn Pymm 9 E. High Road Port Washington, NY 11050 Kathryn Boyle 13 Hoffman Street Maplewood, NJ 07040 Anthony Annunziata 6 Vassar Place Scarsdale, NY 10583 Ernest E. Wilsberg 4175 Ole Jule Lane Mattituck, NY 11952 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann 1319 North Sea Road doing business at En -Consultants Southampton, NY 11968 , being duly sworn, deposes and says that on the 7,12 & 14 day of September ,20 12 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton that said Notices wer Mailed to each of said persons by (certified)(registered) mail. Sworn to before me this 18th day of September 120 12 KIM A H. STEPHEN S NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0. 5015931 Not Public "BALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2. 20-13 ru rrl S rrl Postage $ Ln Certified Fee rq Postmark O Return Receipt Fee Here C3 (Endorsement Required) O Restricted Delivery Fee O (Endorsement Required) M1 Ln Total P. r-1Sent To Strong's Marine, Inc. P.O. Box 1409 `� --- - Siieef, APt r or Po Box Mattituck, NY 11952 City, Sieie, � .. .A R rR ' M _ -I- Certified Fee Certified Fee M frl Postage Ul $ Return Receipt Fee Postmark Certified Fee a M Retum Receipt Fee � (Endorsement Required) Restricted Delivery Fee (Endorsement Required) PostmLyarlf,Lt &^ ��'L\\�L S MAIL,M Restricted Delivery Fee M1 M (Endorsement Required) Lrl Total 0 (Endorsement Required) M1 a Town of Southold rR n' T' Town Hall, 53095 Main Road E3 sheat, P.O. Box 1179 --------- f` 0, P-0., Southold, NY 11971 _ CiN ...-... ar (Domestic t a 7i Postal CERTIFIED MAIL,,, RECEIPT (Domestic Mail Only; No Insurance Coverage t A, S M Postage $ Postage $ Uri Postmark C7 Certified Fee Certified Fee Here O O(Endorsement Return Receipt Fee Postmark Required) C3 Q�IG _Fiery ,2 MAIL,M Restricted Delivery Fee S17 — 7 ' / M (Endorsement Required) M1 0 (Endorsement Required) M1 u1 Total Pe Total Postar - — ri (Domestic Mail rR senrTe Judith Kreh Coverage Provided) 1819 Carcara Drive bleat, 330 Center Drive C3 Stieeq Ap .--- r. or Po Bo: New Bern, NC 28560 Ciry State ------ Er a S E Servicei. S M in Postage $ _ n� I �N� N . Postmark C7 Certified Fee Here M Return Receipt Fee O (Endorsement Required) j Possnink .o...`.. _ ro q t SCrHe / MM11 2012 p I MAIL,M RECEIPT S17 — 7 ' / Restricted Delivery Fee 0 (Endorsement Required) M1 Ln Total Postar - — - - (Domestic Mail senrro County of Suffolk Coverage Provided) bleat, 330 Center Drive For delivery C3 r.. pCai or PO Box No Riverhead, NY 11901 M1 Ciry Stele, Zli M0.1111111111ar information M S M Postage $ Ln U.S. Postal Servicei. O Return Receipt Fee Postmark C7 (Endorsement Required) Here C7 CERTIFIED MAIL,M RECEIPT S17 — 7 ' / O M1 Ln (Domestic Mail Only, No insurance Coverage Provided) ra For delivery C3 sweet P.O. Box 1744 M1 0, PO, Mattituck, NY 11952 information visit our website at www.usps.com;, M S M Postage $ Ln M Postage $ Ln Certified Fee rR O Return Receipt Fee Postmark C3 (Endorsement Required) ^_il .lere 242 Restricted Delivery Fee O (Endorsement Required) M1 Lr) Total Pos r9 - Kathryn Boyle o s,WWApr. 13 Hoffman Street r` O1 POBin Maplewood, NJ 07040 CEN Sfwla candied Fee O Return Receipt Fee Postmark C7 (Endorsement Required) Here C7 Restricted Delivery Feent (Endorsement Required) S17 — 7 ' / O M1 Ln Total' ra ra sant r, William Tufano C3 sweet P.O. Box 1744 M1 0, PO, Mattituck, NY 11952 Ciry S Postal_--....-- MAILTu, RECEIPT ru (DomesticCERTIFIED -01 ri M Postage $ Ln Certified Fee rR O Return Receipt Fee Postmark C3 (Endorsement Required) ^_il .lere 242 Restricted Delivery Fee O (Endorsement Required) M1 Lr) Total Pos r9 - Kathryn Boyle o s,WWApr. 13 Hoffman Street r` O1 POBin Maplewood, NJ 07040 CEN Sfwla 0 tt'1 'aa E per" rrl Postage $ ui ra Gasified Fee O Return Recelpt Fee PRebnerk C3 (Endorsement Required) sora' , G .2 Restricted DelNery Fee [' (Endoreement Required) I, Lr) Total Post r -q ri fit o -R William & Marilyn Pymm N o Poor 9 E. High Road C�Y'.6aie, Port Washington, NY 11050 U.S. Postal Service,, CERTIFIED MAIL,. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website 101001 at www.uspsxoini. M Postage Ln r'f certified Fee C3 (Endorsement Required) Here Restricted Dell� Fee "�p rti LQ Total Postage & Fees r9 C3 Sterling Harbor, Inc. r` P.O. Box 783 Mattituck, NY 11952 0 U.S. ns U.S. Postal Service,, S. Postal Postal Service,,., Coverage Provided) L ERTIFIED MAIL,, information visit our site et www.usps.coms CERTIFIED M MAIL,„ RECEIPT Only, NoInsurance Coverage Provided) tied) 3 Here (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at ww,., —m� tt'1 'aa E per" rrl Postage $ ui ra Gasified Fee O Return Recelpt Fee PRebnerk C3 (Endorsement Required) sora' , G .2 Restricted DelNery Fee [' (Endoreement Required) I, Lr) Total Post r -q ri fit o -R William & Marilyn Pymm N o Poor 9 E. High Road C�Y'.6aie, Port Washington, NY 11050 U.S. Postal Service,, CERTIFIED MAIL,. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website 101001 at www.uspsxoini. M Postage Ln r'f certified Fee C3 (Endorsement Required) Here Restricted Dell� Fee "�p rti LQ Total Postage & Fees r9 C3 Sterling Harbor, Inc. r` P.O. Box 783 Mattituck, NY 11952 0 rrt e� by n'I Postage $ Ln ra Cesified Fee co Retum Receipt Fee Postmark O(Endorsement gequlretl) Here Restfieod Delivery Fee ' O (Endorsement Required) tti Lr) Total Postai amts Anthony Annuziata o Sireei,Api:N 6 Vassar Place r or PO Box Nr Scarsdale, NY 10583 City slaie,"z orm Daps, Au usf-200 ns U.S. Postal Service,, S. Postal Service,. (Domestic Mail Only; No Insurance Coverage Provided) L ERTIFIED MAIL,, information visit our site et www.usps.coms RECEIPT M mestic Mail Only, NoInsurance Coverage Provided) tied) 3 Here delivery information visit our weba:.e .............. rrt e� by n'I Postage $ Ln ra Cesified Fee co Retum Receipt Fee Postmark O(Endorsement gequlretl) Here Restfieod Delivery Fee ' O (Endorsement Required) tti Lr) Total Postai amts Anthony Annuziata o Sireei,Api:N 6 Vassar Place r or PO Box Nr Scarsdale, NY 10583 City slaie,"z f` I.r) Total Postage '^ Sent To � Ernest E. Wilsberg o Siieei,ApCNY, 4175 Ole Jule Lane M1 or PO Dox No. City Staie, Z%P" Mattituck,NY 11952 :,r orm Daps, Au usf-200 ns U.S. Postal Service,, CERTIFIED MAILTn RECEIPT r (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our site et www.usps.coms M Postage r-1 Certified Fee 112012 tied) 3 Here Restricted De Fee f` I.r) Total Postage '^ Sent To � Ernest E. Wilsberg o Siieei,ApCNY, 4175 Ole Jule Lane M1 or PO Dox No. City Staie, Z%P" Mattituck,NY 11952 :,r FeclEx „ NEW Package B 0 2 3 216 9 6 218 Express US Airbill �.me°r 1 From Ple pti(/Menapn hO d.. Date /— I7 1 Z Senders FedEx t ^ Account Nb Sanders L / Name ��/C/ L//wr d—, o. _r c.I,r 1 gym,., .... .. company S N CONSULTA`dTE, 1319 N SETA RD efty SOUTHAMPTON f state l-, ZIP 1196B-2015 2 Your Internale Billing Reference S / a ps /Liak/ �NC 4 Express Package Service •rmmm... 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State Enter Emblem Acct No. at Gatlil 4N No. Mlew. / °csmid dxe5e°L°'° ❑ Recipient Ji Third Party J Credit Card ❑ Cash/Check 0449037799 =v ° Thal Packages Total Weight Tocol Declared Valuer r 'The FedEx US a 1changed. For ShiPolents I 1 -- _lee. tOorrmOaM�illmaedroSrWomm� uaenmreeei°M1ervelue See hack for demi) 8,endMIrArmago overr a order FedEx Express coneNomanrM1eba[kof NiyglrpYleM In Me [um FetlFi Sarn[a6mtle,ln[Iuailp M1mu 6 1 1 M°e lmtme'eei'ce cr la Ty qee One 1111d -Pen Yl to 1 or - in I1 111a red as -PFINTEO 1N I 6 A Sill im 'z e a ObOb to 0 0 09/18/2012 17:17 FAX 6312836136 1319 North Sea Road Southampton, NY 11968 Phone: (631)2835360 Fax: (631) 283-6136 Email: kstephens9enconsultants-COM tor: Elizabeth EN -CONSULTANTS. INC. Q001 • En -Consultants From: Kim Fax: 631-765-W 1 Forges: % (INCLUDING COVER) phones 631-765-15512 Oats: 9/182012 Re: Strong's Maine, Inc, cQ 1000-12246.2 81000-1224-44.2 ❑ Urgent ❑ Fa r Review ❑ Please Cot nwm ❑ Please Reply ❑ please Recycle • Comments: Fctlowmg is the Notice to Adjacent property Owner and Affidavit of Mailing with receipts. The ori& Lal will be submitted at the meeting along with the Affidavit of Posting and the received green rctur i receipt cards. While Strones Marine, Inc. is identified as 2402 Camp Mineola Road, Mattituck SM #1000-122-9- 6.2, please add tax map #1000.12214-44.2 to the application as that is the lot where the actual work will be taking place. 09/18/2012 17:17 FAX 8912898138 EN-CONSULTANTS,INC. Q002 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRU >TE S rOWN OF SOUTHOLD In the matter of al)plicant: SCTM# IOOQ122-9-6.2 &:1000 122-44.2 5tron$s Marina, Inc._ YOU ARE HERE 3Y GIVEN NOTICE: 1. That it is tl•.e intention of the undersigned to request a Permit from the Board of Trustees ti: see attached 1 xoiect description. 2. That the p Mperty which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2402 Camp Mineola Road Ext., Matdbl 3. That the f roject which is subject to Environmental Review under ChaPters 96,111 and/ or 275 of the Town Code is open to public comment on D_ ATF: September 19 2012 6.00 P.M. You may contact the Trustees (Mice at 765-1892 or in writing. The above -referenced proposal is under review of the Board of Trustees of the Town of Southold and c oes not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: MAILING ADDRESS: PHONE#: Strones Marine, Inc. P.O. Box 1409 AGENT: — EN -CONSULTANTS MAILING ADDRESS: 1319 NORTH SEA ROAD, SOUTHAMPTON NY 1196& PHONE #:_ 631-283-6360 Enc. Copy of sketch or plan showing proposal for your convenience. 09/18/2012 17:18 FAX 6312836136 EN -CONSULTANTS, INC. IM003 Coartst d 294 linear feet of low -601 vinyl returns) along alt04ne of eroding embanlanest; dredge i sand/silt spoil ft. er Wng ±5,620 s£basin area, including area of to a maxtu m deptb of 4'MLW (-3'MSL); place approximately 91 =NC ywds of spoil in soft b#'4 proposed low -sill bup&asding for p 'WIWm (12" o.c.) to a ede apptvxiumtely 2,195 square fed of momr Pllaoa re+�e6 spoil, approxdtatoly :509 cubic yards, in spoil disposal area in existing pWAoUs parking aroa to east ofbasin. At bead of basin, con,;truct ±59 linear feet of bigh-sill bulkhead, including a ±33' Primarysection that will ftvnt and support a proposed 20' x 26' concrete boat launch (with 4' x 12' steel pad) and ±14' and ±12' seaward sections on each side of basin that will tie into ±7' sloped sections of wail to connect and tvisition the high -sill bulkhead into the proposed low -sill buWieading; and construct two (2)12' angled landward returns off ends of +33' primary section. Along seaward side of low -sill bulkbeading, install 5' wide service staging floats with a total length of 242 linear fed; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3' x 15' ramps. (These floats will not allow for the expansion of the trunna use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the Preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installer ion of the proposed boat launch, relocate existing 10' x 17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. AH work is to be acromplished as described above and as depicted on the "Coastal. Construction Site Plan" prepared ry Jeffrey T.13uder, p.E-, P.C., last dated August 7, 2012. Tire purpose of the 1 Koposed project is to stabilize the eroding shorelines forming the basin and to establish a servio: staging area therein for preparation and servicing of customer boats prior to launch and delivery to customers. Establishment of this area will create the significant environmental bene fit of creating more then 2,000 square feet of vegetated intertidal marsh in an eroding area now di woid of wetland vegetation while increasing both safety and efficiencies of marina operations t y relocating the existing fork lift travel route away from the customer parking area and shortening its travel distances by two to three hundred feet, thus reducing fuel consumption and ai abient noise associated with forklift use in boat launching and servicing activities. 09/16/2012 17:18 FAX 8312836136 h'N-CONSULTANTS,INC. �1A4 • F OF MAILLING OF AOTIC$ • ATTACH CBRIMIsew K&M RMCMFM. _ r; � , T1t%o Fi ' 01 1 Staling Harbor, Inc. A+illism & Marilyn Py® % Kadtryn Boyle Eoaest E, W>7sbas r. STATE OF COUNTY OF Towyn Halt, 530! •8i d.iNY C.# Box 1744 McNHmak NY 1819 CM== L New Bent' CA P.O. Box 783 Mo tack, NY 11952 19 E High Road Pat Wsahh3Van NY 11050 13 Hoffman Street Maplewood, NT 07040 6 VaawPleas Somdale, NY 10583 4175 Ole Tule Lsae Mattluxl; N'Y 11952 Robert E Kwoman doing business at_ o 1319 Nath Sea Road Scathaap6oa NY III > being doxy sworn, d , , thwt on the %12 & 14 day O f _ Sai> 20 1? deponent made6` tee titer setTorth in the Sc•ard of Trustees Application, directed to sCtes�we rraszacd persons at the addresses set opposite their respective name!; that tffie address" set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Soutmuq4m that said Notices w Mailed to each of said persons by (certifircgls�i ma Sworn to before me this18— 11M N. 5 T E P N E M S day of Se ambo .2012 NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO. $614831 Not'� {KIED IN :blit SOFf6LK C44ASY EXPIRES AU60ST 2. 21 tx ' 09/18/2012 17:18 PAZ 8311836138 EN-CONSULTANTS,INC. �Y68 m iv ■ s a r� 7 m tette a u'e A Odlwlris O taaene�wtR�aepie■q O O Ln Tm _. rzl Town of Souft,ld ■-a ( Town tial!, 53C95 �' harms P.O. Box 1179 C—UAA UV 11 FU M1 ..n 04 mi OFFICIAL USE umt range s A Greeew P"%W e r. C2 / r m A Judith Kroh A 1819 Camel a Wve r aroer, New Bem,'4C 23560 m I� v 1 1.. ■. W t ma A. v qw 4. . _r mLn rent. t cWAWftv A p�eep�J' rCeW■A GriggLim iwtxa■YYeq H� (ai ■t rlleeMei.lqft 2(iic 1n AIftel willitm Tirfatw r+ P.O_ Box 1744 wMi Mattitwk, NY 11952 t� N p�F OFF CIAL US_E._.. m 7 _ • m newt. s , . ,.: ,� . r9 Gw■■■eet■ re■e■■k o M nwmn.■ebarr a■eeer■w■ti■+.0 F'*"' % 2X12 o nee■eera t.Fwr t�■et� C3 .. . ' .1 Lm rt 1wl l'oe ... ._ _...__. .. __....... _ r9 Kathryn Boyle 14!%W in 13 Hof6nan Street r- IWAK Maplewood, NJ 07040 !j.�f'17: Fo74 SN-COMSHI'fANT9,INC. I m c Q, OFFiC�1 s S m reero. � '+I Ce1b7M O A . Sterling Harbor, Inc. o j P.O. Box 783 .1 Mattitwk NY 119J2 qq Ln ' @1P2 YII�t .Cil::Now M M� r{YawErnest E. Wilsberg C3 P 4175 Ole Jule Lane 5z ^ Mattituok NY 11952 t 4 - Com::• - •p' _ SSS, _ �E N CONSULTANTS wu 1319 N SEA RD y ..1968—aOin rM11' rtr�. eOUTHAMp1QN ar NY aX .4 ILFM1r phm, � � q n;-. YIIrAMAfYY fq rh ,� y. TWA mrwvr" _ . _. .. _. ,. �„rt ;. r.wrm.rrreO•u1M�/M. Ip1! Y 1 3 t 4 - Com::• - •p' _ SSS, _ Ad of Trustees Application 9 County of Suffolk State of New York -Je�zl �--,r;y L- 5{Yo�9 BEING DULY SWORN DEPOSE!MND AFFIRMS THAT HEISHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. SWORN TO BEFORE ME THISDAY OF L otary Public JANET V. STEWART NOTARY PUBLIC STATE OF NEW YOFX SUFFOLK COUNTY NO. 6246633485 COMM. EXPIRES November 30.20 �.f ,20_& 0 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The IM se of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: I )w e;r�t44 (Last name, first time, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If "Other", name the activity.) _ Building Trustee Coastal Erosion Mooring Planning Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO ✓ If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Form TS I Submitted thisday of J 20F It Signature Print Name gT Nt4 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I . All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be exDlained in detail. listing both supportine and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the a al libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION ilk SCTM# tzz - 9 -6.2 i� ��, AUG 1 3 2012 PROJECT NAME Inc. The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ NA (c) Permit, approval, license, certification: Zsi Nature and extent of action: See attached project description. PROJECT DESCRIPTION: STRONG'S MARINE, INC. 2042 CAMP MINEOLA ROAD EXT., MATTITUCK Construct approximately 294 linear feet of low -sill vinyl bulkhead (including +34' and +15' returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of sand/silt spoil from existing +5,620 sf basin area, including area of Phragmites at head of basin, to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in unvegetated area behind proposed low -sill bulkheading for planting with Spartina alternii lora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to east of basin. At head of basin, construct +59 linear feet of high -sill bulkhead, including a +33' primary section that will front and support a proposed 20' x 26' concrete boat launch (with 4' x 12' steel pad) and +14' and +12' seaward sections on each side of basin that will tie into +7' sloped sections of wall to connect and transition the high -sill bulkhead into the proposed low -sill bulkheading; and construct two (2) 12' angled landward returns off ends of +33' primary section. Along seaward side of low -sill bulkheading, install 5' wide service staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6' wide and 13' to 14' long; and two (2) 3' x 15' ramps. (These floats will not allow for the expansion of the marina use because they will not provide any permanent docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer for use). To facilitate installation of the proposed boat launch, relocate existing 10' x 17' shed a minimum distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat racks from west end of boat racks to east end of boat racks. All work is to be accomplished as described above and as depicted on the "Coastal Construction Site Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated August 7, 2012. The purpose of the proposed project is to stabilize the eroding shorelines forming the basin and to establish a service staging area therein for preparation and servicing of customer boats prior to launch and delivery to customers. Establishment of this area will create the significant environmental benefit of creating more than 2,000 square feet of vegetated intertidal marsh in an eroding area now devoid of wetland vegetation while increasing both safety and efficiencies of marina operations by relocating the existing fork lift travel route away from the customer parking area and shortening its travel distances by two to three hundred feet, thus reducing fuel consumption and ambient noise associated with forklift use in boat launching and servicing activities. 0 Location of action: 2402 Camp Mineola Road Ext., Mattituck Site Present land use 8.73 acres Commercial Marina Present zoning classification: Marine I 9 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Strong's Marine, Inc. (b) Mailing address: (c) Telephone number: Area C (d) Application number, if any: P.O.Box 1409 NY 11952 631-298-4770 Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency?USAGE, NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Dyes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Currently, the shorelines of the subject basin, which has been present since prior to 1960, are eroding chronically and severely, resulting in the loss of bank vegetation, including mature trees, and the sedimentation and shoaling of the basin and perimeter of the adjacent navigational channel. Therefore, the construction of the proposed low -sill bulkheading will stem this chronic erosion of the shoreline and loss of vegetation by physically stabilizing the toe of the embankment and establishing 2,195 square feet of vegetated intertidal marsh behind it via placement of fill (adjacent dredged spoil) and plantings of intertidal marsh grass, Spartina altemiflora. The project is thus consistent with Policy 4 in that by using a low -sill bulkhead and marsh plantings, it limits to the minimum scale necessary the hard structural erosion protection component and employs a vegetative non-structural component as well. The use of the adjacent dredged spoil as fill to enhance or in this case create a presently lacking natural protective feature, i.e, the intertidal marsh, is further consistent with the methods of erosion control recommended by Policy 4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed project is consistent with Policy 5 to the extent that the created marsh will serve as a sink and filter for contaminants potentially entering the waterway from the surrounding upland, thus providing a potential benefit to the quality of surface water. The dredging of the basin will have only temporary impacts on the adjacent waterway through increased turbidity, which will be controlled by employing a silt curtain during dredging and the proposed staging floats will be constructed with untreated decking as required by code. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No 0 Not Applicable The project will be consistent with the goal'Westoring the quality and function of Town welds, most specifically the policy goal of protecting and restoring tidal wetlands, through the creation of 2,195 square feet of vegetated intertidal marsh via placement of fill (adjacent dredged spoil) and plantings of intertidal marsh grass, Spartina alterniflora. This intertidal marsh will be established where none presently exists, thus creating a net increase to Town wetlands. A much smaller area of Phragmites will be removed to allow for installation of the proposed boat launch, but compared to the area of marsh to be created, this removal of invasive vegetation is warranted ecologically, as intertidal marsh has the highest primary productivity of any category of tidal wetlands and would introduce presently lacking wetlands functions and values in that area, including providing habitat and a source of organic nutrients for the surrounding marine community. The created marsh would also serve as a sink and filter for contaminants potentially entering the waterway from the surrounding upland as described above. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The project is consistent with Policy 9 because it no way impedes access to or interferes with the recreational use of coastal waters or public lands. In fact, the project has the potential to indirectly improve the use of the adjacent public navigational channel by stemming the loss of material from the eroding shorelines forming the basin, which is entering the adjacent channel and contributing to the shoaling thereof. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's wadependent uses and promote sitin I new water -dependent uses in suitable locations. See LWRP Section IF, - Policies; Pages 47 through 5 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The project is consistent with Policy 10 because it is designed specifically to enhance the safety and efficiency of the operations of an existing marina and thus ultimately contributes to the goal of protecting an existing an established water -dependent use. Currently, without the proposed staging area, the marina fork lifts must travel from the boat racks an average distance of 350 to 400 feet through the existing customer parking and other areas regularly walked and accessed by customers and their families to launch boats for service. The proposed staging area and new launching pad would obviate the need for the forklift to travel across the customer parking area and reduce the forklift travel distance by approximately 250 feet or roughly 65% to 100 to 150 feet, thus increasing safety within the marina and reducing fuel consumption and ambient noise associated with boat launching and servicing activities. The proposed staging floats will not allow for the expansion of the existing marina use, however, because they will not provide any permanent or transient docking space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior to launch and delivery to the customer. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 0 PREPARED BY Amended on 811105 TITLECOASTAL MGMT SPECIALIST DATEJuly25,2012 EN -CONSULTANTS ENVIRONMENTAL CONSULTING August 9, 2012 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold, New York 11971 Re: Strong's Marine, Inc. 2402 Camp Mineola Road Ext., Mattituck SCTM #1000-122-9-6.2 Dear Board of Trustees: 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax: 631-283-6136 www.enconsultants.com AUG 13 2012 L Board In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Three (3) Wetland Permit Applications including: a) Short Environmental Assessment Form; b) Authorization & Disclosure Forms; c) project plans; and d) survey. 2. One (1) set of site photographs. 3. Application fee of $250.00 wetlands. 4. Three (3) LWRP Consistency Assessment Forms including: a) project plan. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Sinc rely, Robe E. Herrmann Coastal Management Specialist /khs Enc. COMPAI NOTES (BEHIND 810 SILL KI ONLY): APPROX i5k2O 5F AREA REDITTO EL. -3.1410DEE )SITU TO BE DREDGED CANAL _ ( DREDGED'; CANAL we GRAPY l IN ORDER FOR THE PAVEMENT To BE DURABLE, THE SUB 61 MIST % 4. FILL SELECTION AND COMPACTION: (APPROX. 1600 LU.YD. 5MRISILT 5POIU PROPERLY PREPARED THE CONTRACTOR SHALL PREPARE THE SUB 6RADE THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED, m HIGH WATER 0 EL. 31)' 0 LS. MHW ��,` LOW YU/ER ELEVATION Jd2 DEG. 3, 2011 IN ACCORDANCE WITHTHESE SPELIFILArONB WING THE OMIN5 IN THE 3RAVELRAVEL MIXO TOB%FINES ( OIM AND MDCDR >Il), -_ -N4y� 2 _ mQ.: OEC. 3, ]Oil AND MATERIALS TO NS CAN THE SPECIFIED THEREFORE, NOTHING IN TIE -GRAVELY SOIL IS TO 6% FINES 10.02 MA MID DBR> ), I I n p1 mLGYN WATER ® EL. 1.0' FOLLOWIN9 51NATILNS CAN BE FORESEEN, THEREFORE, pNiHIN61N THE -SANDY SOILS (3 TO 6% FINES < OD2 MM AW LBR, 8), Bzx 147' 2 US' HIEN WATER 4NA,TER ELEVATION,1d 2 U) . 3, 2011 FOLLOWP6 SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO -51LTY BRAVELY SOILS 16 TO 10% FINES (002 MH AND CBR 18), PROP. $'W % l 20' L.P. e 6 FL11- DEG, g pry MKW 3 NOTIFY THE ENSUEER OF SPECIAL PROBLEMS, AND IN THE END, TO PROVIDE +SILTY SANDY 501L5 IS TO 15% FINES 1002 MM AND CBR 18), SERVILE STAGING FLOATS •' 1 A SOUND SIB BRACE. -CLAYEY GRAVEL SOILS (OVER 20% FINES 10,02 MM AND OR 15), x \ + S�� 2. U51N6 SOIL TEST DATA .. 1 A AT ITS OPTION, THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION r0 'CLAYEY SANDY SOIL IT HER ENT TO 1002 MM AND PERF 5), I PROP. 1 USE x 30' SE TIMBER PILES x a THE CONTRACTOR IF FROVIOEO, THE DATA WILL INCLUDE LLA%IFILATION 5. TIE ENGINEER RESERVES THE RIGHT IA HAVE SOIL TESTS PERFORMED TO CONFIRM OF THE SOIL IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION TNM PACT TH tt Of MY FILL MATERIAL. THE LI CONTRACTOR SHALL SPREAD AND 20' O.O. USE FOR SERVICE o y x COMPACT THE Flu MATERIAL IN 6 INCH DENSITY MAXIMUM LIFTS. EACH LIFT BE BE STAGING FLOAT a x� W ' x x PROP. 3 2F OF PROP. LOW SILL BULKHEAD _ SYSTEM (ASTM D2461). E THE 516NIFILANLE OF THE DATA WILL BE LOMFACLIS TO 9T NO THE OPTIMM DEN51tt, COMPACTION SHALL 2 Xeon INC 5' RETURW. x� INTERPRETED BY THE ENGINEER. OPSUED AT N0 LESS TNMI OPTIMUM CONTENT lanBE S i0 ERMINEDWETTER I (.ONNELT ON p aX x- ( x c I I o y - B. SAILS DESIGNATED AS HIGHLY EXPANSIVE (CHI, MHO AND NFU MAY ASR!OPTIMUM DENSITY AND IXTIIMUM MNISRRE CONTENT SHALL I kill DETERMINED BY �' PRO , $' % 9O' SERkA�E STAGING FLOATS I x> SREGI)IREUITABLE LIMES, SON SPECIAND/ORSELECTIVEREPIALEMENT AILEDWITH ASR!01557.MA is / xex» 0OKA 5011-5, SUCH SPECIAL TREATMENTS WILL BEE CONTRACTORS IN THE 517E AS FI 1 MAT el 1 W WANYTH IAAF. ] ,. I a 3, LW.h.L]Oli Ls.2ax BID D BID. NT5IE THE COSI 15 i0 BE 11L'LWED IN THE LONTRPLTIXY5 b. FOR UNSTABLE SOILS WIT, GOP THAN 250 PSL LOHE61aN 0R ULTIMATE BI IN BULKHEAD. APPROX. k137 L.F. OF LOW -SILL VINYL i' "BASE BID. CAPPLITY OF LESS THAN REN PSS, GEOTANKIM FABRIC Sall BE INSTALLED IN I �\ x o,s M. I LµE�: I]6 E,ESOILSCTIV DESIGNATED REPLACEMENT I H SUI ORGANICL5, OLD,AND PTR MAY RESJIRE ALL UTILITY -GRAIN AIN PIPING TRENCHES AND 1MILAR IL TOAIERIA MIGRATION OF � � X I. FILL BEHIND BULKHD TO EL. Lit' EMT OF THISTRATME WITH SUITABLE SOILS, THE SITE FOR AND THE MATERIAL A SM `AIL AND SEPARATE DISSIMILAR FILL MATERIALS. THE MOUE OF PROP. S 1157 LF HE PROPOSED s THE COT THIS TREATMENT WILL BE CONTRACTORS O THE 517E EUP. N151F UZIAS NIL SHALL OVERLAP ADJACENT CEO AREA. 6ECT IM BY A MINIMUM LL I LOW SILL BULKHEAD x V W �! „� MSL URIAL 130 GU.YD5 OF SPOIL I \ x THE COST IS TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. IT AS NECESSARY TO COVER THE INTENDED AREA. 6E01EMILE FABRIC SHALL Z MATERIAL D. THE CO F MY C R SHALL INSPECT THE 511E GRADE AND NOTIFY THE BE M16AL T TYPAR 4-EK61FI5oEX, OR T,PAR 3601 A5 MARKETED BY EXON (INCLUDES !34' RETURN) I x EWINEER OF ANY CONDITIONS RECJ1IRING SPECIAL CONSIDERATION NOT CNEMILM Ai-600-54-E%%ON.m m 2. PLANT SPARTINA ALTERNFLORA I' ADDRE%ED IN THE 511E BID DOCUMENTS. THE EXTRA COST OF T. BACKFI WNG TANKHOLES, ETC, I N D (12" OL) UNANTICIPATED REMOVAL WILL 5E BASED ON THE UNIT COSTS PROVIDED BACKFILL FOR ANY EXISTING TA:KHOLES SHALL MEET THE REOUIREMENT5 OF 1N15 SEE 517E PLAN 3. APPROX. 1842 S.F. OF VEGETATED WITH THE BASE GID. THE LOST OF UNANTICIPATED LIME STABILIZATION OR SECTION. LIKEW%, BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF (BELOW) FOR STOCKPILE -6 . � � x I '� In OTHER SPECIAL TREATMENT HILL EE NECATIAT, 5WIMMIHY FOOL5, BASEMENTS, ETC. SHALL COMPLY WITH TH15 SECTION AL50 D INTERTIDAL MARSH WILL BE B. DACKFIwNS TRENCHES, LOCATIONS AND REQ'MT5 x °Ts z ass - CREATED VIA FILL AND PLANTINGS SUB GRADE PREPARATION BACKFILL FOR UTILITY TRENCHES SHALL TI WELL-BRAOFD, CLEAN, FRESHWATER p -� TO 0 X s SANG,FREEOF SUER AND CLAY PARTICLES. IN PLACE T Sall UDEOCCUR THE CONTRACTOR SHALL REMOVE ALL MATERIALS. SUCH MATERIALS RIAL pSHALL BE IMMEDIATELY AFTER THE LINE OR CONDUIT INSTALLATION IN PLACE LI PRECLUDE LAVING I e N F WAI I I I ss x`�'s x RABBLE, AND RALLIED FROM THE SIT MMDOSP. SAH MATERIALS SHALL HI OF THE TRENCH FIDES. PRIOR TO INSTALLATION OF ME LINE OR CONDUIT, A 4 I y -II x I x I� SCA N AWS FOM THE SITE AMCp DISPOSED OF IN RAPE THE CE WTN INCH CUSHION HE SAND SMALL HE PROVIDED. I tr 145• IU 2 I I I til X SPACE IN LAWS AND LODES THE CONTRACTOR SHALL SHARE THE SIB q. AREAS OUISOILG THE WITH SHALL SE FILLED AND T THE TOP 6 AS NECESSARY �VLL/�� I 1 GRADE W ACSO F RE F WITH THE BRDIN6 PLAN, TAKING INTO ACCOUNT WITH SOIL COMPLYING WITH THIS SECTION. EXCEPT THE TOP 6 INCHES Shall BE I xs _ THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS OWH NATIVE TOPSOIL SUITABLE FOR BRAE. AREAS RECtl1 A%. Off ISH D ALSO BE I W W fjl 0 a xOd TRADING SNALL BE SHALL I/2" MGH TDI• LOW OURINC 1X15 OPERATION PROVIDED MTS b L INCHES IN NATIVE TTOP O FOR GRA%. FINISH GRADE FOR APPROX. tEl LF. OF LOW -5 LL VINYL THE CONTRACTOR SHALL NOTE ANY `AFT AREAS THAT BECOME APPARENT THESE ARRAS SHALL BE INCH BELOW TOP CURB, AREAS SHALL HE SITE OR a <e x - 3 a.so x I XGJ AFib TRAFFIC BY CONSTRUCTION Ea11F1ENi AND LOADED TRICKS. SUCH TO DRAIN AT A MAXIMUM OF 4,1 UNLESS OTHERWISE INDICATED ON ME SITE OR BULKHEAD SHALL BE BACKFILLED x- _ SOFT AREAS SHALL BE REPORTED TO TE ENGINEER FOR DETERMINING THE GHS RAPPLAN, I I. FILL BEHIND BULKHD TO ENL. 32' LE8 X so SEE S HGTION I, DWG No.2 METHOD OF TREATMENT RECI)IREO, IF ANY. Io. COMPACTION TEESM6. MEL USING tbl III OF SPOIL; FOR LOW SILL VINYL >� x 1 - 2 MAINTAINING DRY 517E CONDITIONS, THE ENGINEER WILLNGAG SOME AN INDEPENDENT TE5TIN5 LABORATORY i0 PERFORM (U x e < X x- x CURING FREPARAYON OF INE SUB BRACE ANN UNTIL THE FAV 015 IN PLACE, A STANDARD PRDL7QR TEST (ASTM DI551) oN THE FILL MATERIAL (OR NAHVE I MATERIAL. BULKHEAD CONSTRUCTION I I II se x �.sa THE CONTRACTOR SFULLL POMP7LY TAKE REASONABLE MEASURES TO SAIL PROCTOR TEST (A51M D1551) ON ME FILL MATERIAL (OR NATIVE SOIL IF 2. PLANT SPARTINA ALTER, FLORA x x I OBTAIN AND TO MAINTAIN A DRY SITE CONDITION. SUCH MEASURES SHALL NO FILL IS USED) AT LEAST 12 HOURS BEFORE TFIE LONIRALTOR INITIATES I (12" O.C) 1 PROP. 5' X 732' SERVICE NCLUDE TO FACT OF FREE TER REE WATER, MINOR WAND ANDAOR MACHIN'c COMPACTION AND CU) A NUCLEAR DENSITY RAUSE IASTM 92 22 AND ASTM 3, APPROX. i " STAGING FLOATS ISNAPING YI FACILITATE WATER REMOVAL, AND OTHER OPERATIa"5 TO ,353 S.F. OF VEGETATED z \ SPEED DRYINi. SELEC OR SAND LONE (ASTM SURE TEST E A MINIMUM OF THREE RANDOMLY INTERTIDAL MARSH WILL BE X,°a SELECTED LOCATIONS TO MEASURE 5 F OM TH R COMPACTION OF ONE q 3. NATIVE 501E COMPACTION, SURFACE 513GRAOE IF THE RE°JH.TS FOM iHlS TEST FORTHE FILL OR I CREATED VIA FILL AND PLANTINGS X I W ° z ' x""� I COHEG AND HE OPTIMMESs Nar°h HIL SHALL , COMPACTED To ENT AND s AREA OF PHRAGMITES TO BE 100%OF THE OPTIMUM DENSM, RESPECTIVELY, PRIOR TO PLACEMENT OF N THE SAIL 00 NOT MEET OR EXCEED TIE DEGREE OF COMPACTION SPECIFIED Ix FILL. N THIS SECTION, IRE L05i OF TESTWING WILL BE DEDUCTED FROM THE 1` A EXCAVATED AND DREDGED TO I x° 3 I / GENERAL NOTES LONRACT AMOUNT, AND THE 1E51(2) WILL BE REPEAT 15EE SECTION 2, DWG Not FOR HIGH 511 6 6 _ EL. -3O' M5L (4' DEEP) I I a T II. THE CONTRACTOR MUST REMOVE THE EX15TI115 SANITARY 5Y5TEM IN ACCORDANCE I T� WITH THE STANDARDS OF THE SCOWS, CONTUGTOR 15 RESPONSIBLE FOR VINYL BULKHEAD LON5TRXir DON ' P/O EAST. I. DRAWINGS ARE HOT TO BE SCALED, DIMENSIONS TO GOVERN. PROJECT ALL INSPECTIONS AND SIGN -OFF OF SAME. ' USE FOR AREA I \ COORDINATOR SHALL BE NOTIFIED OF ANY DISCREPANCIES, 12. CONTRACTOR 15 RESPONSIBLE FOR HAVAIY THE PROPANE TAW, PUMPED OUT AND I � E F '}' USE FOR SPOIL 2. SPECIAL CARE SHALL BETAKEN TO ASSURE MINIMM DISWP710N OF ALL CERTIFIED AS EMPTY PRIM TO RELOCATION. PROP, i5' -!6W x 1151-6 LANDIIN6 FLOATI m 2 2 ° SPREADING X 6 OCCUPIED PREMISES, EXISTING IMPROVEMENTS AND UTILITIES. x 3. 61 CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL RELIC BY EREOTIN6 ALL REQUIRED BARRICADES TO PERMIT SAFE PA%ME I PROP. 3.0' x 115' RAMP rx1TERIAL 9035TI TIO APPROXIMATELY 191 CU.YD5. OF EXCAVATED 51LT/5AND I = _ RELOCATED I X 602 a ND MATERIAL suPhnnrrlou SHALL BE MADE wnxour FIRST INFORMING THE PRIMARY HIGH SILL BULKHEAD - A, SLOPED SILL BULKHD FROM I EX. �LRP.OKS EWUJEER 5IBHIi SUBSTITUTE MATERIAL EPECIFWATION5 AND SAMPLES 51-1 BE USED TO FILL BEHIND LOH SILL x '+ -6 EL. 8.5' M5L TO EL. 32' M5L SHED FOR APPROVAL, 1N WRITING To THE ENGINEER PRIOR TO COMMENCEMENT OF BULKHEAD(5) TO ESTABLISH TIDAL M1AR5H(5), a EL. 8.5' M5L, APPROX. LENGTH APPROX LENGTH = 114' WORK I INCLUDING (I) 133' MAIN 5ECTION, to I - EX. 5MED PER PROP EXCESS MATERIAL TO BE PLACED IN SPOIL 5. ALL ANY USED FI ARE 5 BE NEW AS SPECIFIED PER CONSTRUCTION EXCEPN15. 133' NCWDING: ((1 t7' LENGTH ON N.W. WALL A ANY usED F1xNREG az 1.�0 MATERIALS ARE HOT ACCEPTABLE EXCEPT DISPOSAL AREA (SEE 517E PLAN, FHT U N tl4' LENGTH ON N.W. WALLA i17T TIAL A5 NOT I (U 312' LENGTH ON NE. WALL X @ "':jbr (U YI' LENGTH ON NE. WALL o I EX I STI NG 6. GENERAL CONTRACTOR STALL COORDINATE HIS WORK WITH THE WORK OF ALL 5.2E ''. 'I '� PROPOSED a I l0 OTHER CONTRACTORS, AND SITE MAMEIEMIENT, FOR WORK IN THIS 13, 3' x 115,' RAMP I PARTIAL SITE PLL 1, ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIE6 IH HIM! HIGH SILL BULKHEAD RETURNS �` "� MATERIALS AND DOLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH AREA - SEE PROPOSED I _ 1600 GU.YDS. - TO BE DREDGED • EL. 65' MSL, TL 124' _6'' x s 4 REQUIRE N OF THE CONSIDERATION GULL BE BPrPROV TO TIE !91 CJ1.YD5 - U55P TO FILL BEHIND BULKHEADS PARTIAL SITE PLµ I INCLIUDING (2) 112' LG RETURNS 61' MM X� I I I 1 X ATTENTION OF THE PRO.ELT COORDINATOR FOR APPROVAL PRIOR i0 AND / PROPOSED I EX. SHED I HX. BOAT e 35 INSTALLATION, 1509 GO BE REMAINING - a, � TB. I b. ALL VE ALL MANUFACTURERS 1T END OF EACH SHALL BE AY IN ORD R TO ASSURE TO BE SPREAD ®SPOIL 51TE 'SEE SITE L �= IRREGULAR SHAPE 26 0 L 20 � 40 I RE I 1 RACKS EXISTING 9, REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSRE A PARTIAL SITE PLAN I PROPOSED 2 t5'-t6'W x tl5'LG LANDING FLOAT ExI5HN6 I GRAPHIC SCALE y////= 20'-O" I I T'BO BOAT RACKS CLEAN AND WELL KEPT ENVIRONMENT, _ - BOAT RACKS 10. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF OF ONE YEAR UNLESS ^ PARTIAL 51-M- PLAN EX�Sr�NG t p 2 TO REMAIN I hq °' U L RELOL TO REMAIN OTHERWISE NOTED ALL CONTRACTORS SHALL SUBMIT THIS EUARANTEE IN Ell PROPOSED t20k126' CONCRETE BOA wR1nN6 wnH REP,uEsr FOR FINAL PArMENr, G I DREDGED I LAUNCH AND 40'%120' STEEL PAD, SEE ` FX�STIN 103, RJOC OW HI 23o ttZ_ ° y N 59°IB'(5" E I CANAL I l 20 10 O - 20 -40 BEAMS �AIh] TMB32 PILES PART PLAN GRADE VUy�'r' / ;m GRAPHIC SCALE N C4 LavYsrtRra,w 4V / ' - - I°W� a Gl nsnrura• be• N 52.27'26" E - APPROVED .BY naPNy f 2"' I 211.1cl N 55° LN , A N _ 45'10 , E i Q '. to 1 rvrsT z EX. coNL. I PAU,/ x/41, rx Duro( KI v 2 F PHPA' m KIDDFLK S S EK 51 PET LAN o off i 50 25 O 50 100 150 IAS IG 56AL-E I" = 50'-0" FOR INFORMATION ONPROP05AD HIGH, ELOPED AND LOW TSU BULKHFADS SEE 'PROPOSED PARTIAL "NIS DWG. PARKING 8 5TORAGE EXIST, BLDG 5 49°5640" W I I NEW LOCATION FOR RELOC. SHED (5EE PROPi PARTIAL C 517E PLAN FOR 11F0) IN 5YM ID DI5TPNCE Q 371 LIN FT. GONSTRUGTION SITE PLAN: © 36 LIN. FT. OO !B LIN FT. __� 75' OFFSET LINE FROM NNW MARK SEE DWG NO3 FOR SILT FBICE, HAY BALE AND STOCKPILE DETAILS P/0 FAST. PARKING AREA 115E FOR SPOIL SPREADING _ / BOAT RACK5 EXI5TING BOBOAT RA6K5 TO BE RRa. (SEE EXISTING PARTIAL SITE RAN FOR EXTENT OF RACKS TO BE RBI 51 EXISTING SHED TO BE RELOCATED :_�:aw FLOATING WOOD U H U DREDGED GHANNAL PARKING 6 STORAGE 213,38' P/0 EXIST, PARKING AREA TO REMAIN A5 15 PROPOSED 5TAKED NAY BALES AND SILT HEZE TO CONTAIN SPOIL. �- APPROX. 60' x200' POR ZION OF EX PAIRM)STORAI AREA TO BE DIKE) AN) USED FOR APPROK 809.0 OU.YDS. OF SPOIL TO BE SPREAD EVENLY OVER EXISTING GRADE NEH LOCATION FOR RELOCATED BOAT RACKS FOOTING DESIGN BY OTHERS , I�3ilaY & PARKING A STORAGE U i ? UY J e PO a )y 44°10'10" E N 001 E I60,Q6' TIT (D R5111G ] 5tt HLNf N 6AFA& OV BOARD OF TRUSTEES TOWN OF SOUTHOLD DATE N 57°21'20" E 20.51' n Nom. S �°�COOqAv 00 Y NOTE: r MACHINERY ACCESS 15 PROPOSED FROM EXISTING PARKING V fAND STORAGE AREA 5GOPE OF WORK: I. INSTALL TEMPORARY BARRIER BEFORE PROCEEDING WITH ANY SITE 1. CONTINUED; WORK. NO DEBRIS SHALL BE PERMITTED TO INTO EXISTING OR B. SLOPED SILL BULKHEAD; PROP05ED CHANNEL OR CW51PE DESIGNATED AREA OF WORK. 1. APPROXIMATE TL LENGTH = t14 LIN FT. INCLUDING, 2. SEE COMPALTION NOTES PRIOR TO ANY SITE WORK. a. (U tT LENGTH ON NYU WALL 3. CART ALL DEBRIS TO AN /APPROVED UPLAND 51TE. b. (U ±TLENGTH ON N.E. MALL 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO WORK. 2. TOP OF SLOPED SILL BULKHEAD FROM EL. 8.5' M5L TO 5. PROPOSED LOCATION OF MIALHINERY WHILE LON5TRL'LTING: Q. 3.2' MSL A. MORK DONE FROM 131 L. H16H SILL BULKHEAD, I. DREDGING SEANARD OF LOW AND SLOPED SILL I. PRIMARY H16H SILL BULKHEAD, TL LENGTH = 159 LIN. FT. BULKIIII INCLUDING. 2. INSTALL LOW AND 5LOPED SILL ETU fiDhDS,', a, (1) 135' LON6 MAIN SECTION a. INSTALL RELATED TIMBER PILES P. (U 314' LBI6TH ON N.H. HALL I. BULKHEAD, BATTER AND SERVICE 5TAGING PILES C. (U tit' LENGTH ON N.E. WALL 3. FILL BEHIND LOOM SILL BULKHEAD PER HISS 2. HIGH SILL BULKHEAD RETURNS, TL LENGTH = 124 LIN FT. a. EXCES5 SPOIL NOT REQ'D FOR FILL SHALL BE INCLUDING SPREAD IN PARKING AREA PER PIAN a. (2) AI RETURNS B. WORK DOPE FROM UPLAND BOAT YARD, 1 3. TOP OF HIGH.51LL BULKHEAD a EL. 6.5 MSL I. ORED611115 5EA11IARD OF HIGH SILL BULKHEAD 6. INSTALL PILES FOR SERVILE 5TA61NS AND LANDING FLOATS. a, SPREAD SPOIL IN PARKING AREA PER FLAN 9. INSTALL PILES FOR CONCRETE BOAT LAUNCH. 2. INSTALL HIGH 511LL BULKHEAD AND RELATED PILES 10. REVIEW COMPACTION NOTES PRIOR TO INSTALLING BOAT LAUNCH 3. INSTALL BOAT (LAUNCH PLATFORM AND RELATED GRADE BEAMS. INSTALL GRADE BEAMS. COMPONENTS 1 11. FILL AREA LANDWARD OF LOW SILL BULKHEAD. a. PILES, MADE BEAMS, PL. A STEEL PAD, ETD. A. FILL AREAS INDICATED BY MARSH HATCH HITH SPOIL ' 6. REMOVE AND RELOCATE EXISTING SHED. IDREDGED FROM BASIN. 1. INSTALL SHOREGUARD BAKHEAD all BULKHEAD SHALL BE INSTALLED PER 12. INSTALL SERVICE STAGING AND LANDING FLOATS, FASTEN TO PILES CRANE MATERIALS INTERNATTIONAL (CMO INSTALLATIONjMAW)IAL1 13. REVIEW COMPACTION NOTES PRIOR TO POURING CONCRETE FOR A LOW SILL BULKHEAD, REINF. PL. BOAT LAUNCH PAD. I. APPROXIMATE TL LENGTH = 1294 LIN. FT. INOLUDIN6: 14. INSTALL REINFORCED P.C. BOAT LAUNCH PAD. a, RETURN, 334 LIN. FF. 1 15. PLANT SPARTINA ALTERNIFLORA 112" OC) PER SPECIFICATIONS ON b. RETURN, AT. FT. I PARTIAL 51TE PLAN. 2. TOP OF LOW SILL BULKHEAD a EL 32' M5L (TYPICAL) LEGEND: PROPERTY LINE E%ISTING TO BE AAAA . .................. . REMOVEDARELOGATED EX15TIW CONTOUR EXISTING CONTOUR TO 6.......... BE REWORKED PROPOSED VEGETATED IF INTERTIDAL MARSH TO BE CREATED EXISTING PHRASMITE AREA AREA TO BE DREDGED TO EL. -3.0' M5L (4' DEEP) FEL MEAN SEA LEVEL, EL. 0.0' MHW MEAN HIGH WATER MARK, EL. 36' MLW MEAN LOW WATER MARK, EL. 10' P *71 Not ofNEWYmCIfY & SONG IS�MI� 600-212-44801 811 wwwAignetrydi.com or evimcall811.com (for other stales) By law, excavators and contractors working in the five boroughs of New York City and Nassau and Suffolk Counties on Lang Island must contact DigNet, 1-800-2724480 or 811, at least 48 hours but no more than 10 working days (excluding weekends and legal holidays) prior to beginning any mechanized digging or excavation work to ensure underground lines era marked. Excawiton, and contractors can also submit locate requests online, through ]TIC. It you do not currently use ITIC, please call 1-806524-7603 for more Information. For safety reasons, homeowners are strongly encouraged to call as well when planning any type of digging an their property. Homeowners can contact us directly at 1-800-272-448D or by calling 811, the national call before you dig number. For excavation work completed on personal property, it is the contractors responslbllity-NOT the homeowners -to contact DigNet Having utility lines marked prior to digging Is Tree of charge. 3 �I F ENGINEER: A"I N NN LL En Z W ` z p z 0 z�o4 F 3 lyz(N0 Q 0- UY`7 C ( (1 Fp o yQ ~%N U XOry J Ul N ON Z I (3 't d U1- O LL p o N' LL O .. m ~ 0 O .fl PROPOSED COASTAL GONSTRUGTION SITE PLAN: SITUATE AL STRONG'5 MARINE MATTNIU¢K, NY, TOM, OF 90UTHOLD SUFFOLK COUNTY, NEW YORK SCiM NO., 1000-12244-142,1000-122-01 1000-122-0943, IOOO92249-62 `1I¢_D(1jAI EXISTING; PROP05ED: ARRA 0� sITE: 381 S.P. (B.Td ACJ NL, ' UTO TIE LINE] ' BLDG AREA: 51TE RAN EIASED ON 10, TYPE, EXISTING, PRDP05M ORIBNAL SURVEY BY, A. 524 SIR NL. NAI TAFT CORRIN III B. Q590 S.F. INC. LAND SURVEYOR O. 1015.F. NL. PD. BOX 1931 D. .'SHED A SF. LAC CHIS RIVE RHEAD, NY 11901 F BARN 933 S.F. NL. TEL, VN -121-2090 F PWLG/GAR 15615 SF. NL. DATE, .LAN. 05, 2011 EXISTING BLDG AREA, 12,913 S.F. UPDATED. DEC. 03, 2011 PRa605 57 BLDG AREA. N.C. SCALE. I'=2a4• . DATUM: NGVD 1929 LCT COVERAGE GALL: TOTAL BLDG AREA / AREA OF 51TE = LOT COVERAGE APPLICANT/ONNER, 12,9E S.F. / 360266 5F. = OD34 STRDN55 MARINE EXISTING LOT COJERAS,E = 3.4% MATTITUCK, NY PROPOSED LOT COVERAGE = NL. S �°�COOqAv 00 Y NOTE: r MACHINERY ACCESS 15 PROPOSED FROM EXISTING PARKING V fAND STORAGE AREA 5GOPE OF WORK: I. INSTALL TEMPORARY BARRIER BEFORE PROCEEDING WITH ANY SITE 1. CONTINUED; WORK. NO DEBRIS SHALL BE PERMITTED TO INTO EXISTING OR B. SLOPED SILL BULKHEAD; PROP05ED CHANNEL OR CW51PE DESIGNATED AREA OF WORK. 1. APPROXIMATE TL LENGTH = t14 LIN FT. INCLUDING, 2. SEE COMPALTION NOTES PRIOR TO ANY SITE WORK. a. (U tT LENGTH ON NYU WALL 3. CART ALL DEBRIS TO AN /APPROVED UPLAND 51TE. b. (U ±TLENGTH ON N.E. MALL 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO WORK. 2. TOP OF SLOPED SILL BULKHEAD FROM EL. 8.5' M5L TO 5. PROPOSED LOCATION OF MIALHINERY WHILE LON5TRL'LTING: Q. 3.2' MSL A. MORK DONE FROM 131 L. H16H SILL BULKHEAD, I. DREDGING SEANARD OF LOW AND SLOPED SILL I. PRIMARY H16H SILL BULKHEAD, TL LENGTH = 159 LIN. FT. BULKIIII INCLUDING. 2. INSTALL LOW AND 5LOPED SILL ETU fiDhDS,', a, (1) 135' LON6 MAIN SECTION a. INSTALL RELATED TIMBER PILES P. (U 314' LBI6TH ON N.H. HALL I. BULKHEAD, BATTER AND SERVICE 5TAGING PILES C. (U tit' LENGTH ON N.E. WALL 3. FILL BEHIND LOOM SILL BULKHEAD PER HISS 2. HIGH SILL BULKHEAD RETURNS, TL LENGTH = 124 LIN FT. a. EXCES5 SPOIL NOT REQ'D FOR FILL SHALL BE INCLUDING SPREAD IN PARKING AREA PER PIAN a. (2) AI RETURNS B. WORK DOPE FROM UPLAND BOAT YARD, 1 3. TOP OF HIGH.51LL BULKHEAD a EL. 6.5 MSL I. ORED611115 5EA11IARD OF HIGH SILL BULKHEAD 6. INSTALL PILES FOR SERVILE 5TA61NS AND LANDING FLOATS. a, SPREAD SPOIL IN PARKING AREA PER FLAN 9. INSTALL PILES FOR CONCRETE BOAT LAUNCH. 2. INSTALL HIGH 511LL BULKHEAD AND RELATED PILES 10. REVIEW COMPACTION NOTES PRIOR TO INSTALLING BOAT LAUNCH 3. INSTALL BOAT (LAUNCH PLATFORM AND RELATED GRADE BEAMS. INSTALL GRADE BEAMS. COMPONENTS 1 11. FILL AREA LANDWARD OF LOW SILL BULKHEAD. a. PILES, MADE BEAMS, PL. A STEEL PAD, ETD. A. FILL AREAS INDICATED BY MARSH HATCH HITH SPOIL ' 6. REMOVE AND RELOCATE EXISTING SHED. IDREDGED FROM BASIN. 1. INSTALL SHOREGUARD BAKHEAD all BULKHEAD SHALL BE INSTALLED PER 12. INSTALL SERVICE STAGING AND LANDING FLOATS, FASTEN TO PILES CRANE MATERIALS INTERNATTIONAL (CMO INSTALLATIONjMAW)IAL1 13. REVIEW COMPACTION NOTES PRIOR TO POURING CONCRETE FOR A LOW SILL BULKHEAD, REINF. PL. BOAT LAUNCH PAD. I. APPROXIMATE TL LENGTH = 1294 LIN. FT. INOLUDIN6: 14. INSTALL REINFORCED P.C. BOAT LAUNCH PAD. a, RETURN, 334 LIN. FF. 1 15. PLANT SPARTINA ALTERNIFLORA 112" OC) PER SPECIFICATIONS ON b. RETURN, AT. FT. I PARTIAL 51TE PLAN. 2. TOP OF LOW SILL BULKHEAD a EL 32' M5L (TYPICAL) LEGEND: PROPERTY LINE E%ISTING TO BE AAAA . .................. . REMOVEDARELOGATED EX15TIW CONTOUR EXISTING CONTOUR TO 6.......... BE REWORKED PROPOSED VEGETATED IF INTERTIDAL MARSH TO BE CREATED EXISTING PHRASMITE AREA AREA TO BE DREDGED TO EL. -3.0' M5L (4' DEEP) FEL MEAN SEA LEVEL, EL. 0.0' MHW MEAN HIGH WATER MARK, EL. 36' MLW MEAN LOW WATER MARK, EL. 10' P *71 Not ofNEWYmCIfY & SONG IS�MI� 600-212-44801 811 wwwAignetrydi.com or evimcall811.com (for other stales) By law, excavators and contractors working in the five boroughs of New York City and Nassau and Suffolk Counties on Lang Island must contact DigNet, 1-800-2724480 or 811, at least 48 hours but no more than 10 working days (excluding weekends and legal holidays) prior to beginning any mechanized digging or excavation work to ensure underground lines era marked. Excawiton, and contractors can also submit locate requests online, through ]TIC. It you do not currently use ITIC, please call 1-806524-7603 for more Information. For safety reasons, homeowners are strongly encouraged to call as well when planning any type of digging an their property. Homeowners can contact us directly at 1-800-272-448D or by calling 811, the national call before you dig number. For excavation work completed on personal property, it is the contractors responslbllity-NOT the homeowners -to contact DigNet Having utility lines marked prior to digging Is Tree of charge. 3 �I F ENGINEER: A"I N NN LL En Z W ` z p z 0 z�o4 F 3 lyz(N0 Q 0- UY`7 C ( (1 Fp o yQ ~%N U XOry J Ul N ON Z I (3 't d U1- O LL p o N' LL O .. m ~ 0 O .fl R q �q e1 10' T.O. PROP. GRADE`Y? el. a0 0 EL. 32' a u eI. 2D' APPROX. 161 C1YD5. OF el.iD' SPOIL RHYD TO ACHIEVE _ HIGH SILL BAKHE PROPOSED GRADE cl. -10' 4Wi' FOLLOWER, INSTALL AS el -20' SHOWN. USE I%' 01h.6ALV_-� 5HORE i;14ARD VINYL 51ST PILING 625 BOLT, (2/ WASHm E Nlr -30' EYE BOLTS ON FOLLOWER el -9 0' FASTEN 6'4x2015 TIHEER PILE Imo, TO VINYL SHEET PILE, ISE 1'0 APPROXIMATELY AM2 SF OF - VBSETATW INTERTIDAL MARSH WILL BE CREATED VIA FILL AND PLANIII - SAW BOLT, (2) NA5HH2S, el. -6.0' AND NIT APPROX. 31) FOR FI,RPOSE OF CLARITY _ i i SHEET PILE. USE I'4 SAW BOLT, ,,. (Ed0)b"4x 27 LO PROP05ED LOW SILL BULKHEAD, — el TD. BULKHEAD a EL. 3.2' MSL el -110' SHORE eVARD VINYL SHEET PILINS 625 5EGTION I - LOW SILL BULKHEAD SCALE, 3AW = I'-0" DREDGED LHANNAL 110°4 X 20 L6 — CCA PYP, 6' OL.. (TYP) PILE 20' OL., IB FLOAT (130) bro x 20' L6 CCA BATTER PILE, 6' OL- (1YP) Y 2 45' BETWEEN LOW SILL BJLKNEADS - TO PROPOSED l '0i90Le TIMBER PILES AND CdNGLTION — ISE 6TION HRO FASIETINri - AND HARDINME ttP. - NIGH WATER MARK 4 0- 36 MY ON DEC. 5. 2011 EX AREA TO • q £ Iq •� �m z� t — PROP OW THEIR WALE (IYPI PROPOTfi® ID'FOR G6 TIMBER PILE 20' OL, US® FOR fBEYO E STAGING FLOAT LONELTION BEY010 INSTALLATION REQHREMBTTS, TINS PR,WINS AND LONIEGTION RAROl TTP. A� HIGH SILL BAKHE — (' 454' FOLLOWS{ INSTALL AS . ' SIgYN, l~USE YGALV. BOLT, �;. ( NASIERS AW NIT. ^ z� 5HORE i;14ARD VINYL 51ST PILING 625 OCA AT A BATTER R FILE, VOL. (liPl � . EYE BOLTS ON FOLLOWER T APPROX. 00 (AT125. OF SPOIL RECD _ TO ACHIEVE PROPOSED GRADE Imo, 0 O N APPROXIMATELY AM2 SF OF - VBSETATW INTERTIDAL MARSH WILL BE CREATED VIA FILL AND PLANIII - i� T i FASTEN D4X201.6 TIM3BR PILE TO VINYL Vh EX AREA TO MM USE GALVANZED FASTENING WM SEE DETAIL - PROPOSED RAMP' FOR RAMP C��C�/•t'^�e 4� . BE DREDGED INSTALLATION REQHREMBTTS, TINS PR,WINS AND LONIEGTION RAROl TTP. s HIGH SILL BAKHE 0 EL 32, M51- (' 454' FOLLOWS{ INSTALL AS . ' SIgYN, l~USE YGALV. BOLT, �;. ( NASIERS AW NIT. ^ z� 5HORE i;14ARD VINYL 51ST PILING 625 OCA AT A BATTER R FILE, VOL. (liPl � . EYE BOLTS ON FOLLOWER T APPROX. 00 (AT125. OF SPOIL RECD _ TO ACHIEVE PROPOSED GRADE Imo, 0 O N MY i� T i FASTEN D4X201.6 TIM3BR PILE TO VINYL D = EL. 30' hEl- FOR FI,RPOSE OF CLARITY _ i i SHEET PILE. USE I'4 SAW BOLT, ,,. (Ed0)b"4x 27 LO (2) Wl &ERS AND HIT (APPROX.130) — TYP SECTION 2 - HIGH SILL BULKHEAD SCALE 5/16" V-0" B 2 C USE V4 4 6ALV. BOLT, WLSHERS E NR 2 FOR VINYL SHT TO FOLI.OWHR CM rUSE 1'4 6ALV BOLT, (2I WAGERS AND WT FOR / PLENINY. 5HWJl CONNECTION 6'-0" O.C. :��I■uI■no W SCALE: 3/16" = 1'-0' VINYL SHEET PILINS, SHOREGUARD 625 2 4xb FOLLOWER (BEHIND VINYL Siff PILIN6, 5EE SECTION No.0 N bxb CCA WALE HIGH WATER MARK a E. 3.8 MSL ON DEC. 3, 2C TO LOW SILL BA -KNEAD LOW WATER MARK 4 EL. LO' MSL ON DSL, Bo. EXCAVATION I I I I I I I I 10'� p 20' Le C.CA PILE 4+ b' OL. 1 LJ L z n UEE 344 SAW. BOLT, WASHERS E HIT FOR VINYL 59 7NE FOLLOWER LO D ISE Ill 12' 6 1.6 ALV TIE RODS, 2 SEE 5EGN011 2' MD VIEW L' FOR MORE INFORMATION (THIS DWfi) Ob" OL. TIER41)(1YIP) VINYL SHEET PILINS, SHOREa9N)ARD 625 4'x6' FOLLOWER (BEHIND VINYL SHEET PILINS, SEE SECTION 2) D 0) 6W WALES 2 V WALE SPLICE MPJ TA. HIGH 51LL BULKHEAD MM USE GALVANZED FASTENING WM SEE DETAIL - PROPOSED RAMP' FOR RAMP MP05EP TO. LOW SILL BULKHEAD INSTALLATION REQHREMBTTS, TINS PR,WINS AND LONIEGTION RAROl TTP. s HIGH SILL BAKHE 0 EL 32, M51- (' ��7 TO. B.LKHAD ^ z� 5HORE i;14ARD VINYL 51ST PILING 625 OCA AT A BATTER R FILE, VOL. (liPl � . EYE BOLTS ON FOLLOWER i��(/i�ir� Imo, 0 O N USE (3) EYE BOLTS ON RMP Fail ZZ •! FOR FI,RPOSE OF CLARITY OFFSET FOLLOWER E RAMP BOLTS BY 2' ,,. (Ed0)b"4x 27 LO m UBE %10 Roo (Pw Cl.A PIIS, 6' OL- (NP) TYP SECTION 2 - HIGH SILL BULKHEAD SCALE 5/16" V-0" B 2 C USE V4 4 6ALV. BOLT, WLSHERS E NR 2 FOR VINYL SHT TO FOLI.OWHR CM rUSE 1'4 6ALV BOLT, (2I WAGERS AND WT FOR / PLENINY. 5HWJl CONNECTION 6'-0" O.C. :��I■uI■no W SCALE: 3/16" = 1'-0' VINYL SHEET PILINS, SHOREGUARD 625 2 4xb FOLLOWER (BEHIND VINYL Siff PILIN6, 5EE SECTION No.0 N bxb CCA WALE HIGH WATER MARK a E. 3.8 MSL ON DEC. 3, 2C TO LOW SILL BA -KNEAD LOW WATER MARK 4 EL. LO' MSL ON DSL, Bo. EXCAVATION I I I I I I I I 10'� p 20' Le C.CA PILE 4+ b' OL. 1 LJ L z n UEE 344 SAW. BOLT, WASHERS E HIT FOR VINYL 59 7NE FOLLOWER LO D ISE Ill 12' 6 1.6 ALV TIE RODS, 2 SEE 5EGN011 2' MD VIEW L' FOR MORE INFORMATION (THIS DWfi) Ob" OL. TIER41)(1YIP) VINYL SHEET PILINS, SHOREa9N)ARD 625 4'x6' FOLLOWER (BEHIND VINYL SHEET PILINS, SEE SECTION 2) D 0) 6W WALES 2 V WALE SPLICE MPJ TA. HIGH 51LL BULKHEAD MM USE GALVANZED FASTENING WM SEE DETAIL - PROPOSED RAMP' FOR RAMP If •I' INSTALLATION REQHREMBTTS, TINS PR,WINS AND LONIEGTION RAROl TTP. s HIGH SILL BAKHE ry ��7 TO. B.LKHAD HINGE SYSTEM - z� AREA CGNTANIN6MITE35 PHRAa EL b'-0" MA - TYP SECTION 2 - HIGH SILL BULKHEAD SCALE 5/16" V-0" B 2 C USE V4 4 6ALV. BOLT, WLSHERS E NR 2 FOR VINYL SHT TO FOLI.OWHR CM rUSE 1'4 6ALV BOLT, (2I WAGERS AND WT FOR / PLENINY. 5HWJl CONNECTION 6'-0" O.C. :��I■uI■no W SCALE: 3/16" = 1'-0' VINYL SHEET PILINS, SHOREGUARD 625 2 4xb FOLLOWER (BEHIND VINYL Siff PILIN6, 5EE SECTION No.0 N bxb CCA WALE HIGH WATER MARK a E. 3.8 MSL ON DEC. 3, 2C TO LOW SILL BA -KNEAD LOW WATER MARK 4 EL. LO' MSL ON DSL, Bo. EXCAVATION I I I I I I I I 10'� p 20' Le C.CA PILE 4+ b' OL. 1 LJ L z n UEE 344 SAW. BOLT, WASHERS E HIT FOR VINYL 59 7NE FOLLOWER LO D ISE Ill 12' 6 1.6 ALV TIE RODS, 2 SEE 5EGN011 2' MD VIEW L' FOR MORE INFORMATION (THIS DWfi) Ob" OL. TIER41)(1YIP) VINYL SHEET PILINS, SHOREa9N)ARD 625 4'x6' FOLLOWER (BEHIND VINYL SHEET PILINS, SEE SECTION 2) D 0) 6W WALES 2 V WALE SPLICE MPJ TA. HIGH 51LL BULKHEAD SCALE. 3/16' = 1'-0" h ry NOB SEE SECTION 2 - HIGH SILL BULKHEAD FOR BULKHEAD , NSTAWmCN REOUIRIMEN S, THIS DRAWING MM USE GALVANZED FASTENING If •I' r: AND LONIEGTION RAROl TTP. •�•�>7IN ry HINGE SYSTEM - z� ox �Q TIMBER PILE SH" BROKENV51!0) EYE BOLTS ON FOLLOWER Imo, 0 O N USE (3) EYE BOLTS ON RMP Fail ZZ •! FOR FI,RPOSE OF CLARITY OFFSET FOLLOWER E RAMP BOLTS BY 2' •! m UBE %10 Roo (Pw FS III . MIN' HNSH SILL BULKHEAD, lu■n . ■■ISI■01 INSIDE RAMP BRAGKEF TO. BLKHEAD EL BY MSL . WWII] W HEAVY DUTY IN I■'Ifil■I■ISI'►111. ROLLERA55E•ELY el, 50' TO. PROP P.C. BOAT LAUNCH PAD ■ISI■111■ 5'INDE SENILE . I■Il STA6REROATS e1.6.0'� III - II1111111.111111111.11111111111 e1.60' el. 50'x/ IIIIIr1111111111.111111111. zl ED' el 40' HIGH WATER MARK is EL 36 e1 30' ■ In �)�1n■), � N1■I�1rn LOW WATER MARK 1 F1. IO' MSL ON M. 3, 2011 � In)�m■1 � TO BE LI' -0' (51N B(IB1T 011 lil■H�Irm�( ala WEArt --- M LION WNTER MARK (EI.. IA' NSU w M. -1 O' ■1�1r1■n � PROP. BA. BASIN a AREA TO BE DRH.G®= EL. -30 MSL ! — el. -40' IMDI57UTRBED 501E el, -5.0' - el -6 a' ONN-1 I IIIIIINIINIINII�IIII IIII�IIINI� IIIIIIIIIIIII IIIIII9111�IIIII ��I I�III III IIIIIIII�I��IIIIII III IIIIIII�IIIIII IIIII�IIII�IIII� , • • r • .• I SCALE. 3/16' = 1'-0" h ry NOB SEE SECTION 2 - HIGH SILL BULKHEAD FOR BULKHEAD , NSTAWmCN REOUIRIMEN S, THIS DRAWING DETAIL - DOCK ACCESS RAMPS) SCALE, 3/16' = 1'-0' 1 FxISaHS SHED 10'4 TIMBER PILE, 4W FOLLOI 511T PILE AND (1'.B. RELOG, 6'x b' TOP WALE TO BE FASTENED a EAC41 SEE DRB No.0 OCGIIRRENLE, USE I' 6ALV. BOLT, (2) W%HI AND NK, ADDITIONALLY 4`W FOLLOWER 5NffT PILE AND 6'x & TOP WALE SHALL BE FASTb?PD a W" OL, TOP OF PROPOSED I x 26' SEEO CONCRETE BOAT RZTI H PAD 5ff DWO NO3 FOR [ONSTRUGTION DETAILS PITCH PAD 1;'I/ I.F. (MIN) 'rK[n lu a G`4AVA1tV WLFf el. 40' BN.KFEAD IN5TALLATIQ{ MATERIAL 5 M REPILLED el. 3.a'5l TO ACHIEVE PROPOSED 6RADE el. ? o' (SEE COMPACTION NOTES) eI. ID' NOTE, COr CWM BOAT LAUNCH el 0.0' =AD FOUNDATION HAS BEER el. -10' MYTH? FOR MRPOSES OF :-ARTY, 5ff PWB Hoa FOR e1=20' HIGH SILL ELWEAD a EL 65' M51. 1-- APPROYAMATE LENGTH = 163' INOLUDIN5, (2) N2' L6 RETURNS (U tM' LENGTH ON NW. WALL E N 112' U9 6TH ON HE. WALL -IOV x30'LG CGA PILE, W O.G. (TYP) VINYL SHEET PILING, 45x6' FOLLOWER (TYP) -SHOREOUARD 625 I v+ W CYALE SPICE nEROD m) J /�llX / AYl 10'4 x 20' 1.6 GGA PILES O.G. 0 6' DL., INSTALLED AS SHOWN - Wx b'CGA WALE 0 OF VIED 'C' - PLAN DETAIL 5CALE. x/16' = I'-0' I'4 x 171-6 GALVANIZED TIE RODS 1014 CCA CAT L06 It 10'4xIOL6 DEADMAN (TYI) rilwRES11ARD 625 14516` FOLLOWER hYP) SIV VV f lllJ 6-O O.G. WALE SPICE TIEROD (TYP) 10'4 x 30' 1.6 GGA PILES 0 60.6., VIEW 'D' - PLAN DETAIL INSTALLED AS SHIOYAI b' x W GGA WALE (I OF a f=9 17 501L 1123' LOW SILL BI TO. BY-KHEAD a LJ LJ `/I�I^I LJ VIEW E 1 1 ELEVATION ® N.W. SLOPED WALL u SCALE, 3/16' = 1'-0' NOTE RESARDIN5 VIEW 'E' AND F'. SEE VIEW 'A' FOR LOW SILL CONSTRUCTION REQUIREMENTS (SLOPE WALL CON51 - SIMILAR TO LOW SILL CON5T) SEE VIEW 'B' FOR HIGH SILL CON5TRUGTION REQUIREMENTS 125' !7 L BULKHEAD SLOPED 581. BULKHEAD 9AD a 8.32' MSL I TO. T- EL I I I I 1 1 I I I I I I 11 11 11 LJ LJ LJ VI- EH ELEVATION ®N E 5LOPED HALL SCALE, 3/16' Ill www.dignemydi.cam or �fJ�WY0KKCITY werotherstate ) &A615AP (orohersaae) 00-212-4480 1611 By law, excavators and contractola working In the For safety reasons, homeowners are strongly we boroughs of New York City and Naasau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property. Homeowners 0!gNet,1-800-272-4480 or 811, at least 48 hours can contact us directly at l-800-272.4480 or by [but no mora than 10 working days (excluding calling 811, the national call before you dig waskends and legal holidays) prior to beginning number. For excavation work completed on pny mechanized digging or excavation work to personal property, it Is the contractors j ensure underground lines are marked responsibility -NOT the homeownere-to contact Excavators and contractors can also submit DlgNet. Meting utlllty linea marked pnorto locate requests online, through ITIC. If you do not digging is free of charge. �umently use ITIC, please call 1-800-524-7603 for more information. I N N ut < S Q S 5 1 r s ss , Yl. . iW@ R9 PR , � 5 e ,NLN N� N'7 o S b 4 ry � 66 6g 60 MM USE GALVANZED FASTENING W r: AND LONIEGTION RAROl TTP. ry HINGE SYSTEM - z� ox �Q TIMBER PILE SH" BROKENV51!0) EYE BOLTS ON FOLLOWER Imo, 0 O N USE (3) EYE BOLTS ON RMP Fail FOR FI,RPOSE OF CLARITY OFFSET FOLLOWER E RAMP BOLTS BY 2' m UBE %10 Roo (Pw FS RWxALOW HNSH SILL BULKHEAD, INSIDE RAMP BRAGKEF TO. BLKHEAD EL BY MSL 15116' HIM x NS' LON6 W HEAVY DUTY LMDINB FLOAT ROLLERA55E•ELY el, 50' TO. PROP P.C. BOAT LAUNCH PAD 5'INDE SENILE el 70' STA6REROATS e1.6.0'� e1.60' el. 50'x/ zl ED' el 40' HIGH WATER MARK is EL 36 e1 30' el 20 e1. I0' LOW WATER MARK 1 F1. IO' MSL ON M. 3, 2011 TO BE LI' -0' (51N B(IB1T 011 WEArt --- M LION WNTER MARK (EI.. IA' NSU w M. -1 O' ORMOE TO Ell 1151. el. -2 0' PROP. BA. BASIN a AREA TO BE DRH.G®= EL. -30 MSL — el. -40' IMDI57UTRBED 501E el, -5.0' - el -6 a' DETAIL - DOCK ACCESS RAMPS) SCALE, 3/16' = 1'-0' 1 FxISaHS SHED 10'4 TIMBER PILE, 4W FOLLOI 511T PILE AND (1'.B. RELOG, 6'x b' TOP WALE TO BE FASTENED a EAC41 SEE DRB No.0 OCGIIRRENLE, USE I' 6ALV. BOLT, (2) W%HI AND NK, ADDITIONALLY 4`W FOLLOWER 5NffT PILE AND 6'x & TOP WALE SHALL BE FASTb?PD a W" OL, TOP OF PROPOSED I x 26' SEEO CONCRETE BOAT RZTI H PAD 5ff DWO NO3 FOR [ONSTRUGTION DETAILS PITCH PAD 1;'I/ I.F. (MIN) 'rK[n lu a G`4AVA1tV WLFf el. 40' BN.KFEAD IN5TALLATIQ{ MATERIAL 5 M REPILLED el. 3.a'5l TO ACHIEVE PROPOSED 6RADE el. ? o' (SEE COMPACTION NOTES) eI. ID' NOTE, COr CWM BOAT LAUNCH el 0.0' =AD FOUNDATION HAS BEER el. -10' MYTH? FOR MRPOSES OF :-ARTY, 5ff PWB Hoa FOR e1=20' HIGH SILL ELWEAD a EL 65' M51. 1-- APPROYAMATE LENGTH = 163' INOLUDIN5, (2) N2' L6 RETURNS (U tM' LENGTH ON NW. WALL E N 112' U9 6TH ON HE. WALL -IOV x30'LG CGA PILE, W O.G. (TYP) VINYL SHEET PILING, 45x6' FOLLOWER (TYP) -SHOREOUARD 625 I v+ W CYALE SPICE nEROD m) J /�llX / AYl 10'4 x 20' 1.6 GGA PILES O.G. 0 6' DL., INSTALLED AS SHOWN - Wx b'CGA WALE 0 OF VIED 'C' - PLAN DETAIL 5CALE. x/16' = I'-0' I'4 x 171-6 GALVANIZED TIE RODS 1014 CCA CAT L06 It 10'4xIOL6 DEADMAN (TYI) rilwRES11ARD 625 14516` FOLLOWER hYP) SIV VV f lllJ 6-O O.G. WALE SPICE TIEROD (TYP) 10'4 x 30' 1.6 GGA PILES 0 60.6., VIEW 'D' - PLAN DETAIL INSTALLED AS SHIOYAI b' x W GGA WALE (I OF a f=9 17 501L 1123' LOW SILL BI TO. BY-KHEAD a LJ LJ `/I�I^I LJ VIEW E 1 1 ELEVATION ® N.W. SLOPED WALL u SCALE, 3/16' = 1'-0' NOTE RESARDIN5 VIEW 'E' AND F'. SEE VIEW 'A' FOR LOW SILL CONSTRUCTION REQUIREMENTS (SLOPE WALL CON51 - SIMILAR TO LOW SILL CON5T) SEE VIEW 'B' FOR HIGH SILL CON5TRUGTION REQUIREMENTS 125' !7 L BULKHEAD SLOPED 581. BULKHEAD 9AD a 8.32' MSL I TO. T- EL I I I I 1 1 I I I I I I 11 11 11 LJ LJ LJ VI- EH ELEVATION ®N E 5LOPED HALL SCALE, 3/16' Ill www.dignemydi.cam or �fJ�WY0KKCITY werotherstate ) &A615AP (orohersaae) 00-212-4480 1611 By law, excavators and contractola working In the For safety reasons, homeowners are strongly we boroughs of New York City and Naasau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property. Homeowners 0!gNet,1-800-272-4480 or 811, at least 48 hours can contact us directly at l-800-272.4480 or by [but no mora than 10 working days (excluding calling 811, the national call before you dig waskends and legal holidays) prior to beginning number. For excavation work completed on pny mechanized digging or excavation work to personal property, it Is the contractors j ensure underground lines are marked responsibility -NOT the homeownere-to contact Excavators and contractors can also submit DlgNet. Meting utlllty linea marked pnorto locate requests online, through ITIC. If you do not digging is free of charge. �umently use ITIC, please call 1-800-524-7603 for more information. I N N ut < S Q S 5 1 r s ss , Yl. . iW@ R9 PR , � 5 e ,NLN N� N'7 o S b 4 ry � 66 6g 60 JEFFREY T. BUTLER, RE Q 1.4 O Fj 'fT v0 LL CQ En L-1 Q O7- U �7 o Q V M �v1��p ly E-4z��0 ✓2 Q dr; I 7H R� ON In N N Z i O �Y N — IL ~ � o z J o o Q PAC E : 2 of 3 In W r: z� ox �Q inO Imo, 0 O N JEFFREY T. BUTLER, RE Q 1.4 O Fj 'fT v0 LL CQ En L-1 Q O7- U �7 o Q V M �v1��p ly E-4z��0 ✓2 Q dr; I 7H R� ON In N N Z i O �Y N — IL ~ � o z J o o Q PAC E : 2 of 3 PROPOSED RECESSED 4'-0" x 12'-0" .)2'THK �I, I 'l .• {' , STEEL PADi: I • n — _ • _ I I . • _ — "1.aI_, i I'e PROPOSED CONCRETE BOAT LAUNCH PAD , ;I :p I. T` • • : I I ' i •• • 6" THK REINFORCED POURED CONCRETE .I „ I ' 7;• ' • _ 4 SEE DETAIL, THIS DWG r I•I I . PROPOSED GRADE BEAM, , 24"x24" TYP OF 3, (5EE PTI -5, THIS DWG) ; I, I p r ; I t. II '• 1 1, °I a4 l _ I • . PROP05ED 10110, 15 TON TIMBER PILE ^ '' . ;' °I .' `+� �_ l"_r'I •'T (TYP. OF q BOAT LAUNCH PILES) _ l �__ ll��t-e•=s I ` ' I p I PARTIAL PLAN - CONCRETE BOAT LAUNGH SCALE. Y" = 1'-0" -` ' 'W' '2'-0" 1 1 BEND IF NECESSARY CIRCULAR OPENING CIRCULAR OPENING TYP. CONCRETE WALL OPENINGS SCALE, NTS �p + MIN OLR 57M 5LEEVE-5 !q - KI D D INS THE LARGER DIA 'D' SAME AS MAIN -0' 2b' 2'-7" s6 AX MAX 06 TRIM BAR5 TO MATCH BAR DIA pR 4' MIN. Q€Q > S WALL HORIZ. BARS G _ (U - e EF MIN + pF ut FOR D>= IS" ADD NOTES, sn (U g5xb'-0' EF FOR I. LENGTH OF BARS = D W 4'-0' WALL5 12' AND THICKER 2. OMIT TRIM BARS FOR SINGLE OPENING w 24 WHEN Dxb". TRIM BARS TO MATCH BEND WHERE ADJACENT '< rcS EO EO WALL VERT. BARS 3' OPENING INTERFERES CIRCULAR OPENING N 115 EF MIN. 4 s� 60 ADD 2 e5 x 6'-O'EF DO)•✓ELS INTO TYP FOR WALL5 12' a �m 5L OR FT6 �oNO AND THICKER X Z ll C4^ d) ADD 2 115 x 6'-O'EF Op L=30xBAR DIA. TYP FOR WALLS 12' W r -'y UNJJ 1 - ENGINEER. SOF NEWY - ti w NCO 4S3 �c�C? AND THICKER JEFFREY i, BUTLER, P.E. O -` ' 'W' '2'-0" 1 1 BEND IF NECESSARY CIRCULAR OPENING CIRCULAR OPENING TYP. CONCRETE WALL OPENINGS SCALE, NTS �p + 6x BAR DIA !q - KI + ,14 - 110 IOx BAR DIA SAME AS MAIN s5 REIW. 2'-7" s6 4'-0" 3'-I' 06 d BAR DIA pR 4' MIN. Q€Q > S _ + + pF ut sn ALT HOOK P051TION� ALTERNATIVE TIES BAR 51ZE MINIMUM SEND DIAMETER s3 -ab 6x BAR DIA !q - KI bx BAR DIA ,14 - 110 IOx BAR DIA BAR SIZE MINIMUM BEND 13 DIAMETER 03 - s5 4x BAR DIA OTHER5 SAME AS MAIN s5 REIW. (ISI rr G NATIVE U� STIRRUPS STIRRUPS AND TIES TYP. REINFORCING BAR HOOKS AND BENDS SCALE, W5 FOR H16H AND LOW SILL BULKHEADS AND THEIR RETURNS, ACCESS RAMPS, LANDING FLOATS AND SERVICE 5TA61N6 FLOATS SEE DWG No.l TA. HIGH SILL BULKHEAD, TA. STEEL PAD AND TA. BOAT LAUNCH PAD 6 EL. 65' MSL - EXI5TIN6 BOAT RAGK5 TO REMAIN - REINFORCEMENT. U5E Nos REBAR, 12" O.G. HORIZ. (EACH WAY) LAUNGH PAD DETAIL 5GALE: N,T.5. NOTE, EXTERIOR SLAB SHALL BE DE516NED FOR 250 P5F UNIFORM LIVE LOAD OR A 3000 LB POINT LOAD OVER A 45x41" AREA. REINFORCEMENT NOTES: I. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST EDITION OF ALI 315 DETAILING MANUAL. 2. GLEAN AND ROUGHEN TOY" AMPLITUDE ALL CONCRETE'' SURFACES A6AIN5T WHICH CONCRETE 15 TO BE PLACED 3. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN (PROPER POSITION. IF REQUIRED, ADDITIONAL BARS AND STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO THE REINFORGIN6 STEEL. 4. SEE DETAILS, THI5 DRAWING FOR RE3AR DETAILS NOTE: ALL CONCRETE FOR BOAT LAUNCH SLAB TO BE 5,000 PSI. ALL REINFORCING STEEL TO BE 60 KSI. LAPSCHEDULE BAR SIZE LEN61H Te -5000 ps0 TOP OTHERS 13 2'-0' 04 2'-8' o n 6� s5 314" 2'-7" s6 4'-0" 3'-I' 06 6'-b' 1(2)-s5 To SIDE ADD (20-15-4'-W • CENTER OF SIL AT EA. CORER NOTES I. REINFORCE SIMILAR FOR CIRCULAR OPENIN65. 2, FOR OPENIN95 LARIHt THAN 2'-0', SEE PLAN FOR TRIM REINFORCEMENT. 3.OPENIN59 LARGER THAN 2' NOT SHOWN ON STIWTURAL PLANS MUST BE APPROVED BY STRUCTURAL ENBINEER PRIOR TO CONSTRUCTIOR TYP. CONCRETE WALL OPENINGS PROP POURED CONCRETE BOAT LAUNCH PAD, SEE PARTIAL PLAN (THI5 DWG) - - PROP05ED BOAT LAUNCH GRADE BEAM (TYPICAL) SEE DETAIL FOR CONSTRUCTION AND REINFORCEMENT-\ SOIL� TYP. .I (SEE; COM ACTION NOTES) NCH PAD FOR 5LAE --40-4), 15 TON TIMBER PILE (TYPICAL OF ALL BOAT ILAUNCH PILES) IDETAIL - CONCRETE BOAT LAUNCH PAD AND \GRADE BEAM/PILE FOUNDATION \`SCALE. V = 1'-0' N0.4 BAR 10' O.G. TO PENETRATE / N0.4 HOOP, 10' O.G. 4" INTO BOAT LAUNCH CONCRETE \ VERTICAL PAD. ADJUST ANGLE PER GRADE BEAM LOCATION AND SLOPE OF NOA BARS, B" O.G. SLAB, TIE TO No.4 REBAR GAGE. / HORIZONTAL (3 ROWS) P.G. BOAT LAUNCH PAD r � r m _ .. 3,5 PSI TE No.4 BARS, 10" O.O. �Ir \ WORIZONTAL, (TYPIC ALL m GRADE( EAMS \RNF. NOTE, TIE N0.4 ALL m BAR TO CAGE ;n DETAIL — ORADE BEAM REINFORGEMENT SCALES I' = 1'-0' r EXTRA STRENGTH FILTER FABRIC 10' MAX, O.C. SPACING W/ WIRE SUPPORT FENCE 6' MAX, O.C. SPACING 36" HIGH POLE (MAX.) STEEL OR WOOD POST 5ff LAUNCH DETAIL FOR SAB REINIFORO£i'' STEEL OR WOOD POST (TYP.) �IIIip1lii1pIiII� I11pol1l1i1i1iliil11)1l1jp1R111111j1" l4r',1:0ll:1l II piliiliiii011iirill1111i11U011 s IIIIIIII j11111111111I;NI ATTAC H FILTER FABRIC SECURELY II IIIII110 IE 4" X 6" TRENCH W/ COMPACTED TRENCH DETAIL INSTALLATION WITHOUT TRENCHING NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE 'AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENt SHALL BE DEPOSITED TO AN AREA THAT WILL NOT'ALLOW OFF—SIVE TRANSPORT. SILT FENCE DETAIL. NOT TO SCALE STEEL ANBLE BELCH STEEL PAD, 3' =4= INSTALL PERIMETER OF STEEL PAP - 4' 40' FOLLOWER SEE SECT 2, PHO TA. WLKVEAD 4 T.O. STEEL PAD a EL. TOA' H16H SILL VNYL BULKHEAD SEE SECTION Z DWG Not FOR INFOIUTATION SECTION BOTTOM OF 2I LL DRAINAGE SWALE II HAY BALES PLAN STAKES (TYP.),BALES TO BE SET IN SEE SECTION. 4" TRENCH. SEE SECTION. A I u 1 1(n 11 �( ) (M II II I II' I x,11 °°• 111 11 Il u u( °( o ii o ii o ii Illi ELEVATION 5TRAH BALE BARRIER NOT TO 5GALE P70,lNot 1pof IOW YOUR CITY & GONG IMP 00-272-44801 811 owww.dlgnetnydl.com or www.ca11611.00m (for other states) By law, excavators and contractors working In the 'five boroughs of New York City and Nassau and Suffolk Counties on Long Island must contact DigNet, 1-800-2724480 or 811, at least 48 hours but no more than 10 working days (excluding weekends and legal holidays) prior to beginning any mechanized digging or excavation work to ensure underground linea aro marked. Excavators and contractors can also submit locate requests online, through [TIC. If you do not currently use ITIC, please call 1-800-524-7603 for mora Information. For safoty reasons homeowners are strongly encouraged to call as well when planning any type of digging on their property. Homeowners can contactus directly et 1-800-272-4480 or by calling 811, the national call before you dig number. For excavation work completed an personal property, it is the contractors responsiblllty—NOT the hameownees—to contact DigNet. Having utility linea marked pdorto digging Is free of charge. NOTES , I. AREA CH05EN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2.1, 3. UPON COMPLETION OF 501L STOCKPILING; EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. 5TABIL17E ENTIRE PILE WITH VEGETATION OR COVER T W W W w 1 SLOPE OR LE55 W W W W W W W W W W `V W W IIS W W W W W W W� WiY�.I W W �V1 �i341s' I ''MS'S STRATI( BALE5 OR SILT FENCE J TO BE USED WHERE TOP501L 15 NECESSARY FOR REGRADING AND VEGETATING DISTURBED AREAS. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER, MULCH, NONVEOETATIVE COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 5TA13ILIZATION M EA'.50RE(5) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, 51TE (ORATIONS, AND REQUIRED PERIOD OF USE. 501E STOCILE NOi TO SCAL�,KP I a o n 6� g 6 m o6 <_ S a Q€Q > S m ut sn w 24 N '< rcS s' o n 7 es s� 60 J) 1� (V a �m �oNO -I X Z ll C4^ d) Op W r -'y UNJJ 1 - ENGINEER. SOF NEWY fie, P.EY i. BL O'9 F ti w NCO 4S3 �c�C? n6p O,ar JEFFREY i, BUTLER, P.E. 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A. `A%T, F S 49'56'40" W D R E D G E D CHANNAL 523.00' 213.3B' _m N �N 35 19 N 44'10'1D" E c AUG 1 3 2012 N 57.21'20^ E 160.96' 20.51' MAP OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-04-44.2 S.C. TAX No. 1000-122-09-03 S.C. TAX No. 1000-122-09-05 S.C. TAX No. 1000-122-09-6.2 SCALE 1"=30' JANUARY 5, 2011 JANUARY 28, 2011 ADDED SOUNDING DECEMBER 3, 2011 ADDED ADDED ADDITIONAL TOPO TOTAL AREA = 380,268 sq. ff. GO Te urve) 8.730 oc NOTES. I. ELEVATIONS ARE REFERENCED TO M.G.V.D, 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:s EXISTING CONTOUR LINES ARE SHOWN THUS. ----s---- s >s W No 'POO a 00, ON Q, OQ c, W 4� 207 Nathan Taft Corwin III Land Surveyor ocAiry tl Isa „x. ,. N Ix 'x Glle Sv e — Subtivuiom — Ll U1, EI." — 111lo,o1 PHONE (631)727-2990 Fnx(631)727-nn OiHCC LO. AT 11731IT. MOPFO ITS, Mel' R' ' PO 16 1Em ,.LE Nm Yep 1191] 1.m T1AM1, NuBve 121 11117