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HomeMy WebLinkAbout20071809 Ver 3_CAMA Application_20100716LV-WYWA ul-Is ogU3 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue James H. Gregson Dee Freeman Governor Director Secretary July 14, 2010 MEMORANDUM TO: Cyndi Karoly Environmental Biological Supervisor 19??? Division of Water Quality JUL 16 2010 FROM: Doug Huggett MR WATROJAUrr Major Permits Processing Coordinator WETLMN AN 37WAIWAYMffi a SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: TOWN OF SOUTHERN SHORES Project Location: SOUTHERN SHORES CANALS Proposed Project: 2ND MINOR MODIFICATION REQUEST FOR DREDGING PROJECT Please indicate below your agency's position or viewpoint on the proposed project and return this form by 08/04/10 to 400 Coinmerce Avenue, Morehead Cite, NC 28557. If you have any questions regarding the proposed project, please contact John Cece at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 1367 US 17 South, Elizabeth City, NC 27909 Phone: 252-264-3901 1 FAX: 252-264-3723; Internet: www.nccoastalmanagement.net One NorthCarohna An Equal Opportunity 1 Affirmative Action Employer Naturally s NCDENR North Carolina Department or' Environment and Natural Resources Division of Coastal Management Michael F. Easley, Gcverncr James H. Gregson, Director 'William G. Rcss Jr., Secretary MEMORANDUM TO: Doug Huggett, Major Permits Coordinator r. FROM: John Cece, Field Representative, NE District THROUGH: Frank Jennings III, District Manager, NE District DATE: July 13, 2010 SUBJECT: Request for Second Minor Modification of Major Permit #95-09 issued to Town of Southern Shores REFERENCE: (a) Three ring binder from Environmental Professionals Inc., (dated June 30, 2010) requesting Minor Modification of Major Permit #95-09 (b) 15A NCAC 07J.0405, Permit Modification Second Major Permit Minor Modification Request 1. Major Permit #95-09 was issued to the Town of Southern Shores on July 7, 2009 authorizing the dredging of canals located within the Town of the Southern Shores and the disposal of the dredge spoils in a large upland retention basin located off Hillcrest Drive. 2. On December 21, 2009 the first Minor Modification to Major Permit #95-09 was issued to the Town of Southern Shores to replace the previously permitted large upland dredge spoil settling basin with a mechanical device called a hydrocyclonic filtering unit and a smaller settling basin located in the Southern Shores Civic Association's Northern Marina. 3. On June 24, 2010 I met with representatives from the Town of Southern Shores, Environmental Professionals Inc., Quible and Associates, and Byrd Brothers at Quible's offices to discuss their second permit modification request (see Reference (a)). To summarize Southern Shores' second modification request, they are proposing to abandon the use of the hydrocyclonic filtering unit and return to utilizing an upland spoil disposal basin located on three residential properties on the west side of Hillcrest Drive. Southern Shores now proposes to pump the dredge influent to the northern end of the canal system and dewater the dredge spoils in a primary settling basin approximately 200 feet wide and 300 feet long. The effluent from the primary basin will then be pumped into a separate 1367 U.S. 17 South, Elizabeth City, North Carolina 27909 Phone: 252-264-3901 \ FAX: 252-264-3723 \ Internet: http://dcm2.enr.state.nc.us An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper N-Major Permit #95-09, Second Minor Modification Request July 13, 2010 secondary settling basin approximately 100 feet wide and 120 feet long. The be=s surrounding the basins will be constructed by scraping soil located onsite and importing up to 2,500 cubic yards of material from an outside source. The berms will be 32 feet wide at the base, 10 feet wide at the top, and up to 16 feet tali. The water ward side of the berrr_s will be lined with two layers of six mil poly sheeting which will be covered with at least a foot of soil to protect the liner. The proposed primary settling basin will be bisected by a 200-foot long diversion baffle that will be constructed in an east-west orientation to reduce influent velocity and increase retention times. The baffle will be constructed with 20-foot pilings centered every 5-feet that will be connected with 2-inch by 4-inch horizontal walers covered with wire mesh and filter fabric that will be stapled to the walers. The primary basin will also be equipped with two impermeable silt curtains installed in a north-south orientation to further reduce velocity and increase settling times. After passing counter-clockwise through the primary settling basin the supernatant will be pumped through a serpentine maze of piping into the secondary settling basin. If the contractor determines that the use of flocculants is needed to reduce observed turbidity levels, liquid polymers will be introduced in this area to ensure proper mixing is achieved prior to the effluent entering the secondary settling basin. The 100-foot wide secondary settling basin will effectively be divided into three sections by two 90-foot long baffles that will be installed in a north-south orientation. Ten-foot long impermeable silt curtains will be installed at the end of the each of the baffles. These structures will increase retention times within the basin, but will also concentrate and increase flow rates as the water winds around the end of the baffles. Treated water will exit the secondary settling basin through a standard flashboard riser system and re-enter the canal system through a two-foot wide corrugated metal pipe that will be installed to discharge below the Normal Water Level of the canal. The applicant has also proposed to install a "passive siphon" that will continuously drain the secondary basin into the canal system when dredging is not occurring. The applicant proposes to test the effluent exiting the secondary settling basin three times each day for turbidity levels. The first turbidity sample will be taken within 30 minutes after effluent discharge into the canal begins. The second sample will be taken 4-6 hours after the first sample is collected. The final sample will be taken within 30 minutes prior to the end of dredging each day. The applicant states "samples will be taken within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond." If the effluent's turbidity exceeds permitted limits, it will be recirculated back into the primary settling basin via a recycle pump that will be located near the discharge pipe. 2. I have conducted a site visit to review the Minor Modification request pursuant to the provisions of reference (b) and recommend that the Minor Modification request be granted subject to the following conditions. Major Permit #95-09, Second Minor Modification Request july 13, 2010 • The previous Minor Modification to Major Permit =n9-5-09 issued on December 21, 2009 be cancelled in its entirety. • All the Permit Conditions of the on ;final permit remain in affect. • All turbidity sampling must be conducted at the flashboard riser in the secondary containment system and not in the mixing zone of the canal system after the effluent has been discharged as has been proposed. • The turbidity limits permitted by the Division of Water Quality are specifically listed as a Permit Condition. • The "passive siphon" proposed by the applicant be specifically prohibited since this device would allow the applicant to discharge potentially large volumes of effluent into the canal system without conducting turbidity sampling of the discharge. • The proposed operational procedures/limits provided in the Land Quality Section and Division of Water Quality sections of the application package for this modification request become conditions of the permit. • Visual inspections of all containment berms be conducted and documented daily, and submitted to Division of Coastal Management personnel on a weekly basis. 3. The required fee of $100 has been paid and check #25455 from the Town of Southern Shores for this amount is enclosed. 4. Please feel free to contact me at 252-264-3901 x234 if you have any questions, comments, or need any additional information. Enclosure: Reference (a) and (b). Town of Southern Shores Phase 1 - Canal Maintenance Dredging Project RECEIVED JUL -1 COASTAL MANAGEMENT ELIZABETH CITY LAMA Permit Minor Modification Application Submittal Package P10027 June 30, 2010 LAMA Permit Minor Modification Submission 0 NCDENR, DCM RECEIVED 1 COASTAL MANAGEMENT --- ELIZABETH CITY • • • CAMA MAJOR NARRATIVE TOWN OF SOUTHERN SHORES CANAL DREDGING PROJECT PHASE 1 APPLICANT: Town of Southern Shores Attn: Tom Bennett, Project Manager 5375 North Virginia Dare Trail Southern Shores, NC 27949 252-261-2394 RECEIVED C0A5TAL Nia;dAGEMENT ELBETH CITY PROJECT: Create spoil disposal area on highground within easement area, dredging of the outer channel, inner channel and northern portions of the canals within the Town of Southern Shores. Decommissioning, stabilization and re-vegetation of spoil disposal area after material has dewatered. Southern Shores began in 1947 with the acquisition of approximately 2,600 acres extending from the ocean to the sound for a distance of four miles on the north banks above Kitty Hawk by a single-development company. The Town was incorporated in 1979 and has been governed as a town on the Outer Banks in Dare County since that date. In the early 1960s, development of the soundside and interior areas was undertaken by excavation of low areas into navigable waters. Approximately six miles of waterways were created by the development corporation that constitutes the waterways in Southern Shores that access Jean Guite Creek. The Town has not undertaken a comprehensive maintenance dredging of the canal system since the original excavation of the waterway which was originally excavated to approximately 6 ft. below normal water level. Over this extended time, the canals have required some maintenance excavation in the entrance channel in Jean Guite Creek accessing Currituck Sound. This maintenance work was authorized by CAMA Major Development Permit No. 163-88 (Southern Shores Civic Association). Maintenance dredging for the northern portions of the canal systems and the access channel was approved by CAMA Major Development Permit #95-09. Maintenance dredging of the access channel and canal system is now proposed with the use of a spoil disposal area west of Hillcrest Drive to manage the spoils generated from Phase 1 of the project (see attached plats). The anticipated spoil generation from Phase 1 excavation is 17,500 cubic yards. Due to constraints of piers, docks, boat lifts, bulkheads, mooring pilings, etc. within the canal system and the dredging buffers around these structures, the spoil volumes may be less than expected as dredging adjacent to these structures are avoided to limit undermining. The designated spoil site for Phase 1 is located west of Hillcrest Drive on highground. These easements for the Hillcrest site will only cover one dredging event and the spoil disposal site will be decommissioned after this one time use. The spoil material will remain on site and be final graded to the specifications of the final grading plan and re-vegetated or landscaped. The application for dredging to maintain navigation within the access channel and establish one permit for the excavation and maintenance access channel and the centerline of the canals was approved by CAMA Major Development Permit 495-09. This application request is to approve the spoil disposal area on Hillcrest as amended. The project will begin with the preparation of the spoil disposal area and no dredging will occur until the spoil disposal area is constructed and an inspection is performed by a representative of the Division of Coastal Management. • ACCESS CHANNEL (OC): Designated as OC (Outer Channel) on Plat The access channel is proposed to be dredged to -6.0 feet NWL with a maximum bottom width of 25 feet and a maximum top width of 35 feet. The connecting depth is 6.3 feet at the waterward end of the access channel, (see plat). This area will be dredged last. SAVS were found within southeastern end of the access channel. This SAV area began at the channel marker "JG" at the intersection of Jean Guite Creek and the outer channel (OC) and the SAV area continued into the inner channel (IC) and boat basin. This area of SAVs had a substrate coverage of approximately 70%. Widgeon grass and Eurasian milfoil were the dominant species. These SAVs have been relocated. INNER CHANNEL (IC): Designated as IC (Inner Channel) on Plat The inner channel will be dredged to -5.0 feet, and the proposed channel excavation will be 1,280 feet long, confined to a maximum top width of 35 feet and a maximum bottom width of 25 feet. This section of the dredging will transverse through the existing marina. SAVs were located within the inner channel and constitute an average of 50 percent coverage. Eurasian milfoil and widgeon grass were the dominant species. These SAVs have been relocated. CANALS CA and CB: is Designated as CA (Canal A) and CB (Canal B) on Plat CANAL A 3,680 Linear Feet CANAL B 4,888 Linear Feet These canals primarily run in a north-south direction and represent the closest canal areas to the spoil disposal site. Several side canals are also included within these designated dredging areas and are shown on the attached plat. Dredging within the canal system will be based upon a centerline alignment and the width may vary depending upon the existing width of the canal and any impeding existing structures (piers, boat lifts, mooring pilings, bulkheads, etc). These existing structures will present obstacles to the dredging and as a result some areas of the canal will not be dredged to the full width as proposed. Buffers from any existing structure will be honored by the dredging contractor in order to minimize any possible undermining or damage to these private structures. All boat owners will be required to remove their vessels from the marina area and canals CA and CB prior to commencement of dredging activities. The centerline of Canals A and B will be dredged to -4 to -5 feet (varies according to plans) and the proposed channel excavation will not exceed a top width of 35 feet and bottom width of 25 feet. SAVs were located within these canals. Percent of substrate coverage ranged from none to 100 percent depending upon location within the canal system. CANAL A (CA) contained the densest SAV coverage with Eurasian milfoil and coontail being the only species found during the survey during July 2007. The areas south of the bridge (Dogwood Trail) crossing Canal A, contained less overall coverage. The area near the intersection IC and CB contained some widgeon grass in addition to the milfoil and coontail. The project has been designed to only dredge the centerline of the canals, thereby leaving SAVs on either side • channel for reseeding of dredged areas after dredging activities cease. The SAVs within the area to be dredged have been relocated. • SAV RELOCATION: The SAVs were relocated to identify areas adjacent to the access channel, and the SAV Relocation Report is attached. SPOIL DISPOSAL AREA: The spoil disposal area is proposed on highground within lease agreements from private landowners. The spoil disposal area is located west of Hillcrest Drive and east of the man-made canal. Dike walls are to have 2:1 slopes on the inside of the dike walls, a 10 ft equipment access path on the top of the spoil disposal dike, and 3:1 slopes on the outside dike wall. A 6 mil solid fabric membrane will be installed along the inner dike wall, overlapped one foot at all joints and "toed" into the berm at the top and bottom. A silt fence will be installed around all portions of the disposal area. Silt curtains consisting of solid 22 oz. PVC membranes will be installed approximately 4-6 feet below the water elevation within spoil disposal area to slow transgression of inflow water within the spoil disposal area and to maximize settling of finer grained particles. Flocculants will be employed if required. The flocking polymer is a liquid. The liquid polymer will be injected into the supernatant at the flocking station. This flocking process will be set up such that it is manually dosed based on the continual monitoring of the turbidity. Adjustments to the rate of flocculation will be based on the flow/turbidity of the supernatant as it passes through the station. This flocculants injection process will be monitored by a trained technician during all hours of active dredging if outflow discharge does not meet standards as specified by the permit. The effluent pipe discharge will be installed waterward of the low water line. This pipe will be slightly • elevated above the normal water elevation. Our protocols call for testing the turbidity of the waterbody within 5 feet of this location. The required access to this sampling location will be determined at the time of the installation of the effluent pipe. If a "platform" is required to facilitate access to the location of the turbidity test, one will be installed at that time. A passive siphon will siphon the clear water during non-active dredging hours. This draining of the polishing pond will increase the efficiency of the pond during the active dredging hours. Water Depths: Water depths were surveyed by Geodynamics LLC, by utilization of sub centimeter GPS locations and continuous depth recordation equipment producing data that covered the centerline depths and cross sections at fairly evenly spaced intervals. This produce a data point set of approximately of thousands of depths points for each designated canal section. Since areas of proposed activity displayed reasonably homogenous depth data and the scale required to display the depths on reproducible paper sizes, representative points were selected taken from each section to show with reasonable accuracy the water depths within the project limits. Prepared By: Environmental Professionals Inc. . George H. Wood, CEP, PWS June 30, 2010 SPOIL DISPOSAL AREA LANDOWNERS: Mr. & Mrs. Michael George 20 Beechnut Dr. Long Valley, NJ 07853 Mr. & Mrs. John Eck PO Box 1761 Kitty Hawk, NC 27949 Benjamin Spawr PO Box 2012 Kitty Hawk, NC 27949 C C, DON MP4 0"1- ?goq v3 RECEIVED r APPLICATION for - Major Development Permit COASTAL MANAGEMENT (last revised 12/27106) ELIZABETH CITY North Carolina DIVISION OF COASTAL A IANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if a pplicable) Town Of Southern Shores Southern Shores Canal Dredging Phase 1 Applicant 1: First Name MI Last Name Tom Bennett (Project Manager) Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 5375 North Virginia Dare Trail Southern Shores NC ZIP Country Phone No. FAX No. 27949 USA 252 - 261 - 2394 ext. 252 - 255- - 0876 Street Address (if different from above) City State ZIP Email 2. Agent/Contractor Information rnn r= U V1 Business Name JUL I C 2010 Environmental Professionals, Inc. DENR-WATER G1 KlTY Agent/ Contractor 1: First Name MI Last Name WfETLWSANDST'OR1MASE..ROW41 H George H. Wood Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State P.O. Box 3368 3368 Kill Devil Hills NC ZIP Phone No. 1 Phone No. 2 27948 252 - 441 - 0239 ext. ext. FAX No. Contractor # 252 441 0721 Street Address (if different from above) City State ZIP 1404 South Virginia Dare Trail Kill Devil HillS NC 27948- Email environmentalpro@earthlink.net <Form continues on back> Form DCM MP-1 (Page 2 of 5) • • • APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Dare Various Subdivision Name City State Zip N/A Southern Shores NC 27949- Lot No. (s) (if many, attach additional page with list) Phone No. 3.98 acre easement area transversing the waterfront portion - - ext. on the following parcels: George, Eck, Spawr, a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Pasquotank Man-made canals and Jean Guite Creek c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. NNatural NManmade ?Unknown Currituck Sound e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed NYes ?No work falls within. Town of Southern Shores 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) Canals and creeks total greater than 2.5 miles within the Town of Southern Shore- Approx. 4.2 Square Miles town boundaries 3.98 acre total easement area +/- 600 LF on spoil disposal area (comprised of easements on private property) c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or N/A, NWL (normal water level) (If many lot sizes, please attach additional page with a list) Easement 4-7 ft. average ?NHW or NNWL e. Vegetation on tract Spoil disposal area: Highground vegetation consisting mostly of Liquidambar styraciflua, Quercus virginiana, Ilex opica, lawn grasses, broomsedge and dogfennel f. Man-made features and uses now on tract Easement area: shed, BBQ pit, power pole g. Identify and describe the existing land uses admiacent to the proposed project site. Residential properties h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Residential (Attach zoning compliance certificate, if applicable) NYes ?No ?NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA If yes, by whom? 1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA Form DCM MP-1 (Page 3 of 5) APPLICATION for Major Development Permit National Register listed or eligible property? <Form continues on next page> 0 M. (i) Are there wetlands on the site? ?Yes ®No (ii) Are there coastal wetlands on the site? ?Yes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. None existing in spoil disposal easement area o. Describe existing drinking water supply source. Dare County p. Describe existing storm water management or treatment systems. None existing, none proposed 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government ® Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Over 7 miles of canals exist with the Southern Shores town boundary. The purpose of phase 1 maintenance dredging project is to hydraulically dredge the access channel and the centerline of the northern canal system to provide continued use of canals and waterways for the residents and taxpayers within the Town. The canal system has not undergone a comprehensive maintenance dredging event or scenario since the original excavation of the canals which occurred in the late 1960's and early 1970's. The spoil disposal easement area for Phase 1 is located on private land located west of Hillcrest Drive in an area secured by easements to the Town of Southern Shores for the dredging project. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. Spoil disposal area will be created and inflow and outflow pipes installed prior to commencement of dredging. Dredging will commence in the canals closest to the Hillcrest Drive disposal area and will continue down the interior canals with the Outer Channel to be dredged last. d. List all development activities you propose. Create spoil disposal area, dredge existing access channel (designated as OC and IC), dredge centerline of canals (designated CA and CB), After cessation of dredging activities, decomissioning, regrading, stabilization, and revegetation of the spoil disposal area will occur. e. Are the proposed activities maintenance of an existing project, new work, or both? maintenance f. What is the approximate total disturbed land area resulting from the proposed project? approx. 3.98 easement area ?Sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. Effluent from spoil disposal area to return to canal at northern terminus of canal system Form DCM MP-1 (Page 4 of 5) APPLICATION for Major Development Permit • i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA j. Is there any mitigation proposed? ?Yes ®No ?NA If yes, attach a mitigation proposal. <Form continues on back> 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name SEE ATTACHED LIST Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAMA Major Permit #163-88 h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7, Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date 1<13 d G1 Print Name .J Signature _ V V Form DCM MP-1 (Page 5 of 5) Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts ®DCM MP-3 Upland Development ?DCM MP-4 Structures Information APPLICATION for Major Development Permit 0 Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information, Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization) OC 2657' 9000' Length IC 1280' CA and CB OC 35' Width 35' IC 35' Avg. Existing OC 4.74' ' Depth IC 3.55' 3.3 NA NA Final Project 6' 4-5' NA NA Depth 1. EXCAVATION ?This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. sand and silt 17,500 CY •. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards. (CW), submerged aquatic vegetation (SAV), shell bottom (SB), NONE or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ®SAV ?SB ?WL ?None (ii) Describe the purpose of the excavation in these areas: Maintenance dredging of access channel and canals SAV Map attacthed. 2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable a. Location of disposal area. b. Dimensions of disposal area. Within spoil disposal easement area west of Hillcrest Drive 3.98 acres approx (713'X 280') c. (i) Do you claim title to disposal area? ?Yes NNo ?NA (ii) If no, attach a letter granting permission from the owner. j e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ®None (ii) Describe the purpose of disposal in these areas: Spoils disposal area for dredging of access channel and canals in Phase 1 of project d. (i) Will a disposal area be available for future maintenance? ?Yes ®No ?NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ?Yes ENo ?NA (ii) If yes, how much water area is affected? N/A t 3. *5HUHLLINb STABILIZATION (If development is a wood groin, use MP-4 - Structures) [9 This section not applicable a. Type of shoreline stabilization: ?Bulkhead ?Riprap ?Breakwater/Sill ?Other: c. Average distance waterward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level Bulkhead backfill Riprap Breakwater/Sill Other i. Source of fill material. b. Length: Width: d. Maximum distance waterward of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? ?Yes ?No ?NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ?Yes ?No ®NA b. (i) Will fill material be neared in rnastal watianri¢/mnrah tr'IAn If yes, 40 (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill N/A submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ZNone (ii) Describe the purpose of the fill in these areas: N/A 5. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? Dike walls with 3:1 minimum outside slopes and and 2:1 minimum hydraulic dredge, bulldozers inside slopes will be constructed and surrounded in silt fence prior to commencement of hydraulic dredging activities After dredging is complete, spoil area will be vegetated under a Sedimentation and Erosion Control Plan. c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project ?Yes ®No ?NA site? ?Yes ®No ?NA (ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize Navigational aids are already in place in access channel environmental impacts. 4W 8-23-2007 Date Form DCM MP-3 %PLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels. proposed. Easement and/or authorization exits on portions of 6 One spoil disposal area on highground west of Hillcrest parcels Drive within easement area. After cessation of dredging decomissioning, regrading and revegetation of the spoil disposal area will occur. c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads, acre). ditches, etc. N/A, none within easement area 3.98 acres e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete) Division of Land Resources must receive an erosion and to be used for impervious surfaces. sedimentation control plan at least 30 days before land-disturbing N/A . activity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ?Yes NNo NNA (ii) If yes, list the date submitted: (The Town of Southern Shores implements a local program) g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification. pavement, building, rooftops, or to be used for vehicular driveways or parking. (i) Has a site development plan been submitted to the Division of Water Quality for review? 0% ®Yes ®No ?NA i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: 6-30-10 and/or built-upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. 0% j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local None proposed approval? ®Yes ?No ?NA If yes, attach appropriate documentation. 1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater state (e.g., surface runoff, sanitary wastewater, industrial/ " " design? commercial effluent, wash down and residential discharges). ?Yes ?No ONA Outflow from spoil diposal area after sufficient setlling of If yes, attach appropriate documentation. sand/silt. Location is at terminus of spoil disposal area initial outflow pipe and final outflow in to the canal shown on spoil disposal area plat. m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) None proposed o. When was the lot(s) platted and recorded? See attached easements and authorization letter n. (i) Will water be impounded? ®Yes ?No ?NA (ii) If yes, how many acres? Only temporarily until sand/silt has settled out. Spoil site will be decommissioned, stabilized and revegeteted and after the one time use for this purpose p. If proposed development is a subdivision, will additional utilities be installed for this upland development? ?Yes ?No ®NA 6-30-10 Date Southern Shores Canal Dredging Phase 1 Project Name own of Southern Shores Applicant ame Applic Signature 0 r? U Permit Class NEW ly Settlement Agreement) STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission Permit for Permit Number 95-09 X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 1] Issued to Town of Southern Shores, 5375 N. Virginia Dare Trail, Southern Shores, NC 27949 Authorizing development in Dare County at man-made canals within the limits of the Town of Southern Shores , as requested in the permittee's application dated 8/23/07, including the attached workplan drawings (3), 1 dated 12/29/08 1 dated 6/8/09 and 1 dated 7/1/09 This permit, issued on July 7, 2009 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. NOTE: This permit is being issued in accordance with the March 25, 2009 Settlement Agreement between the Division of Coastal Management and the permittee. Maintenance Excavation 1) The permittee shall develop, in coordination with the Division of Coastal Management. Wildlife Resources Commission, and the Division of Marine Fisheries, a Submerged Aquatic Vegetation (SAV) management plan The implementation of this plan shall be, the responsibility of the permittee. This plan shall be submitted to the Division within 60 days of the completion of the authorized maintenance activities. (See attached sheets for Additional Conditions) • this permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2012 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. -lot z James 11 regson, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Town of Southern Shores Permit #95-09 Page 2 of 3 ADDITIONAL CONDITIONS 2) Unless specifically altered herein, the authorized depths of excavation shall adhere to the limits indicated on the attached workplan drawing dated 12/29/08. Overdredging is specifically prohibited. Any reference in the attached permit application forms to dimensions differing from those indicated on the attached workplan drawing dated 12/29/08 are hereby considered null and void. 3) The depth of excavation shall not exceed the depth of connecting waters. 4) The maintenance excavation of the channels authorized by this permit shall have a maximum bottom width of 25 feet, and a maximum top width of 35 feet. 5) No maintenance excavation shall take place within areas that are at the time of excavation within +/- 0.2 feet of the authorized depth of excavation. 6) In order to protect juvenile shrimp and finfish populations, no excavation or filling shall be permitted between February 15 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with the Wildlife Resources Commission. 7) No Coastal Wetlands shall be excavated or filled. 8) The temporary placement or double handling of excavated or fill materials within waters or vegetated wetlands are not authorized. 9) No excavation shall take place at any time outside of the alignment area indicated on the attached workplan drawing without additional authorization. 10) In accordance with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation within designated primary nursery areas shall be permitted. New dredging in any manner, including "kicking" with boat propellers is not authorized. Spoil Disposal 11) All excavated materials shall be confined above the normal water level and landward of regularly or irregularly flooded Coastal Wetlands behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 12) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond • the normal water level to prevent gully erosion and unnecessary siltation. 13) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike and a maximum distance from spillways to allow settlement of suspended sediments. Town of Southern Shores ADDITIONAL CONDITIONS Permit #95-09 Page 3 of 3 14) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance with water quality standards. 15) The disposal area shall be properly graded and provided a ground cover sufficient to restrain erosion within 30 working days of project completion. 16) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal Management prior to the commencement of any dredging activities. 17) No spoil material is to be placed within 30 feet of the normal water line. Sedimentation and Erosion Control • • NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Department of Environment and Natural Resources, Land Quality Section, 943 Washington Square Mall, Washington, NC 27889. General 18) No attempt shall be made by the permittee to prevent the free and full use by the public of all navigable waters at or adjacent to the authorized work, except to the extent necessary to ensure safe navigation by the general public and for the safe performance of the work. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required, including but not limited to a permit from the U.S. Army Corps of Engineers. NOTE: This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 264-3901 prior to the commencement of any such activity for this determination. The permittee is further advised that many non-water dependent activities are not authorized within 30 feet of the normal water level. NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 071809. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW- 200703780. FItIRi1\if}:?f If. f'ff11F?;"?(ll? tl?? June 21, 2010 Gertrude Blinken Revocable Trust 287 Hillcrest Drive Kitty Hawk, NC 27949 Dear Ms. Blinken. (Via Certified/Return Receipt Requested Mailing) This letter is with reference to the application made on behalf of the Town of Southern Shores to utilize property which is adjacent to yours to place spoils associated with the dredging of Phase 1 of the canal system of the Town. Enclosed you will find a plat depicting the details of the spoil disposal area. The North Carolina Division of Coastal Management requires this notification and provides a period of thirty (30) days from the date of notification for comments. Should you have questions regarding this notification or desire additional information, please contact me. Comments may be submitted to Environmental Professionals, Inc. or the North Carolina Division of Coastal Management to the attention of Mr. John CeCe at the following address: 1367 U.S. 17 South Elizabeth City, NC 27909 • Thank you for your consideration of this matter. Sincerely, Environmental Professionals, Inc. 4 /}-- G rge H. Wood, CEP, PWS Enclosure: a/s I have no objection to the project as described in t I have objection to the project as described in this • SIGNATURE DATE 0 I I I ? m^ m^ u i Qa, Zo• LL d: cc j ¢t? .ot5 cc Cm .0m Z; mN ?m ° m O c O N W ?W ~ 0000 OEWT a F .a U ? y N ?Az ?-W r c ?ma O i y iA o ;U Q00z. IL L f)I ?'.C of IL ti ,t?Kl II t: 1ht?l SOST 0090 f ?11R1??1Ij??1 tl ?'iillE' f.go[I l? 1f.° June 21, 2010 lei. r. George A. & Holly A. Robinson 750 Sturgess Way Alpharetta, GA 30022 Dear Mr. & Mrs. Robinson, (Via Certified/Return Receipt Requested Mailing) This letter is with reference to the application made on behalf of the Town of Southern Shores to utilize property which is adiacent to yours to place spoils associated with the dredging of Phase 1 of the canal system of the Town. Enclosed you will find a plat depicting the details of the spoil disposal area. The North Carolina Division of Coastal Management requires this notification and provides a period of thirty (30) days from the date of notification for comments. Should you have questions regarding this notification or desire additional information, please contact me. Comments may be submitted to Environmental Professionals, Inc. or the North Carolina Division of Coastal Management to the attention of Mr. John CeCe at the following address: 1367 U.S. 17 South Elizabeth City, NC 27909 • 'Thank you for your consideration of this matter. Sincerely, Environmental Professionals, Inc. G rge H. Wood, CEP, PWS Enclosure: a/s I have no objection to the project as described in tl 1 have objection to the project as described in this SIGNATURE • o E E y ao C N O o 0 ai N N O lit ?O M x3? m aoi a?iv ma ?"??" N l L LL ? LL ? y O G _ _ _ r ¢ (j cc -,5 O ? c 2 N y ` N E E ? ' ti ;`m O ;cn Q o $ ;n w ¢w In ;? `o ;U 29 tt' I 0 090 0000 0E9T 9002 DATE, % ! s! l Fi t? f i'i _ _1 . • George A. & Holly A. Robinson 750 Sturgess Way Alpharetta, GA 30022 Sender Complete • Complete this section upon Delivery: 1. Complete item 2. 2. Print your name and address on the reverse so that we can return the card to you. 3. Attach this card to the back of the mailpiece, or on the front if space permits. 9 Ar , ]. ni,... t- A. Received by (Printed name) B. Date of Deli ry ?008 1830 0000 0800 1482 2. Article Addressed to C. Signature ? Aged ? Addressee 4. Restricted PS Form 3811 V, March 2005 (PSN: 7530-07-000-0300) Y -6 / 7 V D. Is delivery address different from item 2'! If YES, enter delivery address below ? Yes ,p'No Sender., Complete 1 this section f 1. Complete item 2. 2. Print your name and address on the reverse sb -that we.cau return the card to you. J Attach this card to the back of the mailpiece, or on the front if space permits. 7008 1830 0000 0800 1505 X 0 2. Article Addressed to Gertrude Blinken Revocable Trust 187 Hillcrest Drive Kitty Hawk, NC 27949 3. Service Type 4. Restricted Delivery? (Extra fee) PS Form 3811 V, March 2005 (PSN: 7530-07-000-0300) 6 ( ,6 / -;,- Domestic Return /0 ? Agent ? Addressee enter every address below ? Yes C?t`lo Domestic Return Receipt 1?1 110141 \1 \I, +;?,j f ..??!? 11 June 21, 2010 Gertrude Blinken Revocable Trust 287 Hillcrest Drive Kitty Hawk, NC 27949 Dear Ms. Blinken, GILD This letter is with reference to the application made on behalf of the Town of Southern Shores to utilize property which is adjacent to yours to place spoils associated with the dredging of Phase 1 of the canal system of the Town. Enclosed you will find a plat depicting the details of the spoil disposal area. The North Carolina Division of Coastal Management requires this notification and provides a period of thirty (30) days from the date of notification for comments. Should you have questions regarding this notification or desire additional information, please contact me. Comments may be submitted to Environmental Professionals, Inc. or the North Carolina Division of Coastal Management to the attention of Mr. John CeCe at the following address: 0 1367 U.S. 17 South Elizabeth City, NC 27909 Thank you for your consideration of this matter. Sincerely, Environmental Professionals, Inc. r Ge'6rge H. Wood, CEP, PWS Enclosure: a/s I have no objection to the project as described in this correspondence. I have objection to the project as described in this correspondence. SIGNATURE DA E E (Via Certified/Return Receipt Requested Mailing) Quible Quible & Associates, RC, P.O. Drawer 870 ENGINEERING • ENMONMENTALSCIENCES • PLANNING • SURVEYING Hawk KW NC 27949 Phone: 252-261-3300 SINCE 1959 Fria 252-261-1260 PNNC[PAtS Soon C. Boyle, P.E. Joseph S. L=Wea C.E.P. MEMORANDUM Eduavdo J. ValdMeso. P.E. ASSOCIATES To: Mr. Tom Bennett, TOSS Joseph J, AnIout P.E. KaThedne c. nnatcr,Blbro, P.LS. From: Brian Rubino, P.G., Quiblep S CC: George Wood, EPI - Joe Anlauf, P.E., Quible DATE: October 19, 2009 RE: SAV Relocation: Tasks Completed Field work involving SAV relocation efforts associated with the Town of Southern Shores (TOSS) permitted dredge alignment took place between Monday September 28th and October ' ', 2009. The channel SAV transplant areas have been pre-established by George Wood and indicated on a map provided by Mr. Wood that represents his September 2009 SAV survey. The relocation or planting areas initially included a triangular-shaped area adjacent to the north side of the Jean Guite Creek channel alignment as well as two areas inside the TOSS canal system (the dead end canal adjacent to the civic association property at Hillcrest and Hickory and a smaller snub canal at the civic association property at Redbay). Mr. Wood's SAV survey indicated that existing SAV resources were limited to areas of the channel alignment in Jean Guite Creek, with the exception of one small occurrence of SAV just to the east of the 40 North Marina where the canal that runs under Dogwood Trail "T's" into a north-south canal. Transplanting was performed by qualified environmental scientists from Quible by hand and with the use of light hand tools. Work was done in the water with the use of snorkel and mask with a small outboard- powered boat for transporting plants from the channel to the planting areas. Whole plants were removed and temporarily placed in floating SAV baskets. Transplanting involved digging-in and burying the root system of the plants into the substrate of open/bare portions of the planting areas. Ruppia maritima (Widgeon grass) was the dominant species present. There were also small amounts of Stuckenia pectinata (Sago pondweed) and minor amounts of Ceratophyllym demersurn (Coontail) and Myriophyllum spicatum (Eurasian watermiffoil). Eurasian watermilfoil is considered a noxious and invasive plant and this species was not transplanted. It should be noted that the triangular-shaped planting area did have a significant amount of SAV growth prior to the transplanting effort. Planting in this area was limited to the open/bare zones, especially on the northwest side of this area. This triangular-shaped area was marked with pvc pipes and orange buoys prior to the transplanting to clearly establish this area since it is in open water. On Thursday October 1 George Wood, Brian Rubino and Warren Eadus identified an additional SAV planting area in shallow water adjacent to the North Marina property. This particular area had very sparse SAV growth and was considered a good candidate for an additional planting area due to its low existing SAV coverage. Later in the day on October 1", this rectangular area was marked with pvc pipes by Quible and coordinates recorded for future mapping by George Wood (See attached Google Earth Map with this planting area identified). Also see attached emails with progress reports. In addition to relocation of this existing SAV, we took the opportunity to bolster the relocation areas by direct distribution of SAV seed into the substrate. Seed pods of Vallisneria Americana (Wild celery) were collected from a site with a similar ecotype and water quality conditions to the TOSS relocation areas. The seed pods collected were inserted into the sandy substrate of the rectangular planting area established on October 16l as well as the northern end of the triangular-shaped planting area. 1 have also attached several photos from this transplanting effort. Feel free to contact me at 252.261.3300 or brubino®Auible.com if you have any questions related to this work. 0 5> AV PIMii,)S Are^ ;d4- f-je k &I oc+ .1. ;n A:cm}Q,( Brian Rubino From: Brian Rubino Sent: Tuesday, October 06, 2009 9:14 AM To: 'georgehwood@earthlink.net'; 'Jayne and Tom Bennett' Cc: Warren Eadus Subject: FW: TOSS SAV Tom and George, Warren and I had a productive day on Friday. We have transplanted the majority of the SAV in the channel where George's map identified it. The majority of our efforts on Friday went towards transplanting the new relocation area that we all found on Thursday and Warren and I marked with pvc markers. We filled that area pretty well and felt good about how it looked at the end of the day. The plants we started planting in there on Thursday looked good and were holding in place. We also, as requested, did some planting at the dead end canal adjacent to the Civic Assoc. Property at Hillcrest and Hickory as well as the snub canal at the Civic Assoc. Property at Redbay. in addition, we planted Vallisneria americona seed pods throughout the new area as well as in a transplanting area in the triangular relocation area near the northwest end where we did a considerable amount of transplanting earlier last week. The Vollisnerla seed pod planting is more of a bonus additional effort, that while not required at all, may help gain a little more best faith effort recognition with the regulatory agencies. The seed pods were easily collected from a very similar ecotype. We have seen impressive Val beds in the Currituck Sound, North River and Albemarle Sound. While this is the first season that we've done any SAV investigations at the TOSS dredge channel, one reason for no Val may be lack of seed supply (it may bypass the area due to the geographic position of Martin's Point). The bottom type, depth and salinities are right. *We are planning on putting another day or half day into transplanting, but we figured we would do that late this week after George's meeting w/ NMFS and USACE to see if that had any specific tasks that they require or suggest. Please keep me informed after the meeting and call or email w/ any questions. Thanks, Brian Brian D. Rubino, P.G. Quib?e & Associates, P. C. P.O. Drawer 870 Kitty Hawk, NC 27949 (252) 261-3300 office phone (252) 261-1260 fax ENGINEERING • CBNSUL1tNC PUNNING ENVIRONLENTAL sc1ENCEs ' SURVEyINO LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer, 0 From: Brian Rubino Sent: Thursday, October 01, 2009 5:47 PM To:'georgehwood@earthlink.net;'Jayne and Tom Bennet Cc: Warren Eadus Subject: TOSS SAV George, After we met and identified an additional planting area, Warren and I staked the area with pvc markers and picked up coordinates on each of the four markers for you to plot for your upcoming meetings and submissions to USACE and NMFS if you wish. As we estimated during our recon of that area earlier, the SAV cover within that area is currently approximately 10 percent. The area is approximately 150 ft x 120 ft (close to being a true rectangle). We were not able to expand the area further without getting into dense SAV beds in any of the four directions. The existing SAV in that area is predominantly Widgeon grass, but there are minor amounts of Sago pondweed and very little Eurasian milfoil and Coontail. The coordinates of the set markers delineating the area are as follows (handheld gps used w/ ~15 ft level of accuracy at the time used): Marker 1: 36.12600°N, 75.74462°W Marker 2: 36.12601°N, 75.74497°W Marker 3: 36.12557°N, 75.74501°W Marker 4: 36.12559°N, 75.74461°W Overall, transplanting work went well today. After doing some transplanting into the deadend canal at the civic assoc. property (where we me Tom this morning), we planted several baskets full of SAV into the new area this afternoon. Our first area, as we discussed, Is about maxed out. We planted the "holes" (random open sand areas) in that triangular area on Tuesday. The majority of the rest of that area has good growth already. .We'll be at it tomorrow. Give us a call or stop by if you want to. Thanks, Brian Brian 0. Rubino, P.G. Quiibie & Associates, P.C. P.O. Drawer 870 Kitty Hawk, NC 27949 (252) 261-3300 office phone (252) 261-1260 fax - -- e- ENGRIEERING • CQNSULTIWG + PtAMM ENVIRONUENTAL SCIENCES • SURVEYING LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it Is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient Is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. Ej Tracking: TOSS SAV Relocation 2009 9 L MWEEMIM • Photograph 5 SAV transplanting Photograph 2 Floating SAV baskets for transplanting Photograph 4 SAV transplanting Photograph 6 Ruppia ntaritima Photograph I Planting area markers Photograph 3 SAV transplanting • C: TOSS SAV Relocation 2009 Photograph 7 Ruppia maritima with mature seeds Photograph 10 Vallisneria Americana seed pods C Photograph 9 SAV transplanting Photograph 8 Stuckenia pectinata with seeds Quible ~g 50 Quible & Associates, RC. P.O. Drawer 670 ENGINEERNG • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING b1N Hawk NC 27949 SINCE 1959 PFw: 252-261-3360 Fm: 252-281-1260 PRINCIPALS Sean C. Boyle. P.E. MEMORANDUM JOWPI) S. Lassiter, C.E.P. Eduardo J. VoldMem, P.E. To: Mr. Tom Bennett, TOSS _ ASSOCIATES JoSefah J. MOW, P.E. From: Brian Rubino, P.G., Quible Y ?AZ1Y- Kcfhed- C. Marclieh P.LS. CC: George Wood, EPI 1 Joe Anlauf, P.E., Quible DATE: October 19, 2009 RE: SAV Relocation: Tasks Completed Field work involving SAV relocation efforts associated with the Town of Southern Shores (TOSS) permitted dredge alignment took place between Monday September 28th and October 71h, 2009. The channel SAV transplant areas have been pre-established by George Wood and indicated on a map provided by Mr. Wood that represents his September 2009 SAV survey. The relocation or planting areas initially included a triangular-shaped area adjacent to the north side of the Jean Guite Creek channel alignment as well as two areas inside the TOSS canal system (the dead end canal adjacent to the civic association property at Hillcrest and Hickory and a smaller snub canal at the civic association property at Redbay). Mr. Wood's SAV survey indicated that existing SAV resources were limited to areas of the channel alignment in Jean Guite Creek, with the exception of one small occurrence of SAV just to the east of the . North Marina where the canal that runs under Dogwood Trail "T's" into a north-south canal. Transplanting was performed by qualified environmental scientists from Quible by hand and with the use of light hand tools. Work was done in the water with the use of snorkel and mask with a small outboard- powered boat for transporting plants from the channel to the planting areas. Whole plants were removed and temporarily placed in floating SAV baskets. Transplanting involved digging-in and burying the root system of the plants into the substrate of open/bare portions of the planting areas. Ruppia maritima (Widgeon grass) was the dominant species present. There were also small amounts of Stuckenia pectinata (Sago pondweed) and minor amounts of Ceratophyllym demersum (Coontail) and Myriophyllum spicatum (Eurasian watermilfoil). Eurasian watermilfoil is considered a noxious and invasive plant and this species was not transplanted. It should be noted that the triangular-shaped planting area did have a significant amount of SAV growth prior to the transplanting effort. Planting in this area was limited to the open/bare zones, especially on the northwest side of this area. This triangular-shaped area was marked with pvc pipes and orange buoys prior to the transplanting to clearly establish this area since it is in open water. On Thursday October 1St George Wood, Brian Rubino and Warren Eadus identified an additional SAV planting area in shallow water adjacent to the North Marina property. This particular area had very sparse SAV growth and was considered a good candidate for an additional planting area due to its low existing SAV coverage. Later in the day on October 1g, this rectangular area was marked with pvc pipes by Quible and coordinates recorded for future mapping by George Wood (See attached Google Earth Map with this planting area identified). Also see attached emails with progress reports. In addition to relocation of this existing SAV, we took the opportunity to bolster the relocation areas by direct distribution of SAV seed into the substrate. Seed pods of Vallisneria Americana (Wild celery) were collected from a site with a similar ecotype and water quality conditions to the TOSS relocation areas. The seed pods collected were inserted into the sandy substrate of the rectangular planting area established on October 1s1 as well as the northern end of the triangular-shaped planting area. I have also attached several photos from this transplanting effort. Feel free to contact me at 252.261.3300 or brub?uible com if you have any questions related to this work. • 5 -AV P l AIM,)3 Ateat ; d -rv Y 6; eol o? Oc'?- , ; n d: ca}gd Brian Rubino From: Brian Rubino Sent: Tuesday, October 06, 2009 9:14 AM To: 'georgehwood@earthlink.net'; 'Jayne and Tom Bennett' Cc: Warren Eadus Subject: FW: TOSS SAV Tom and George, Warren and I had a productive day on Friday. We have transplanted the majority of the SAV in the channel where George's map identified it. The majority of our efforts on Friday went towards transplanting the new relocation area that we all found on Thursday and Warren and I marked with pvc markers. We filled that area pretty well and felt good about how it looked at the end of the day. The plants we started planting in there on Thursday looked good and were holding in place. We also, as requested, did some planting at the dead end canal adjacent to the Civic Assoc. Property at Hillcrest and Hickory as well as the snub canal at the Civic Assoc. Property at Redbay. In addition, we planted Vallisneria americona seed pods throughout the new area as well as in a transplanting area in the triangular relocation area near the northwest end where we did a considerable amount of transplanting earlier last week. The Vallisneria seed pod planting is more of a bonus additional effort, that while not required at all, may help gain a little more best faith effort recognition with the regulatory agencies. The seed pods were easily collected from a very similar ecotype. We have seen impressive Val beds in the Currituck Sound, North River and Albemarle Sound. While this is the first season that we've done any SAV investigations at the TOSS dredge channel, one reason for no Val may be lack of seed supply (it may bypass the area due to the geographic position of Martin's Point). The bottom type, depth and salinities are right. *We are planning on putting another day or half day into transplanting, but we figured we would do that late this week after George's meeting w/ NMFS and USACE to see if that had any specific tasks that they require or suggest. Please keep me informed after the meeting and call or email w/ any questions. Thanks, Brian Brian D. Rubino, P.G. Quible & Associates, P.C. P.O. Drawer 870 Kitty Hawk, NC 27949 (262) 261-3300 office phone (252) 261-1260 fax w? ENCINEERINC ' CONSULTING 4 PLANNING ENVIRONLIENTAL SCIENCES ` SURVEYING LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. 0 From: Brian Rubino Sent: Thursday, October 01, 2009 5:47 PM • To: 'georgehwood@earthlink.net; 'Jayne and Tom Bennett' Cc: Warren Eadus Subject: TOSS SAV George, After we met and identified an additional planting area, Warren and I staked the area with pvc markers and picked up coordinates on each of the four markers for you to plot for your upcoming meetings and submissions to USACE and NMFS if you wish. As we estimated during our recon of that area earlier, the SAV cover within that area is currently approximately 10 percent. The area is approximately 150 ft x 120 ft (close to being a true rectangle). We were not able to expand the area further without getting into dense SAV beds in any of the four directions. The existing SAV in that area is predominantly Widgeon grass, but there are minor amounts of Sago pondweed and very little Eurasian milfoil and Coontail. The coordinates of the set markers delineating the area are as follows (handheld gps used w/ -15 ft level of accuracy at the time used): Marker 1: 36.12600°N, 75.74462°W Marker 2: 36.12601°N, 75.74497°W Marker 3: 36.12557°N, 75.74501°W Marker 4: 36.12559°N, 75.74461°W Overall, transplanting work went well today. After doing some transplanting into the deadend canal at the civic assoc. property (where we me Tom this morning), we planted several baskets full of SAV into the new area this afternoon. Our first area, as we discussed, is about maxed out. We planted the "holes" (random open sand areas) in that triangular area on Tuesday. The majority of the rest of that area has good growth already. We'll be at it tomorrow. Give us a call or stop by if you want to . Thanks, Brian Brian D. Rubino, P.C. Quible & Associates, P.C. P.O. Drawer 870 Kitty Hawk, NC 27949 (252) 261-3300 office phone (252) 261-1260 fax A94 ENGINEERING • CONSULTING ' PLANNING ENVIRONMENTAL SCIENCES • SURVEYING LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. is Tracking: TOSS SAV Relocation 2009 Photograph 1 Planting area markers 0 Photograph 5 0 SAV transplanting Photograph 4 SAV transplanting Photograph 2 Floating SAV baskets for transplanting Photograph 3 SAV transplanting Photograph 6 Ruppia mariruna • • TOSS SAV Relocation 2009 Photograph 10 Vallisneria Americana seed pods 40 Photograph 7 Ruppia maritima with mature seeds Photograph 8 Stuckenia pectinata with seeds Photograph 9 SAV transplanting 1?1 EcOASTAL MANAGEMENT E----BETH CITY Soil Erosion & Sedimentation Control Plan Modification Submission • NCDENR,LQS :7 Quible • Quible & Associates, P.C. ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING SINCE 1959 June 23, 2010 Richard Peed NCDENR, Land Quality Section Washington Regional Office 943 Washington Square Mall Washington, NC 27889 RECEIVED COASTAL A%IANAGEMENT ELIZABETH CITY P.O. Drawer 870 Kitty Hawk, NC 27949 Phone: 252-261-3300 Fax: 252-261-1260 PRINCIPALS Sean C. Boyle, P.E. Joseph S. Lassiter, C.E.P. Eduardo J. Voldivieso, P.E. ASSOCIATES Joseph J. Anlauf, P.E. Katherine C. Marchello, P.L.S. Re: Soil Erosion & Sedimentation Control Plan Modification Town of Southern Shores - Phase 1 - Canal Maintenance Dredging Project Town of Southern Shores, Dare County, North Carolina Dear Ricky; To follow upon our project scoping meeting conducted on June 1, 2010 at the Washington Regional • Office the following items are being submitted for your review and approval: 1. One (1) original and two (2) copies of the Financial Responsibility / Ownership Form; 2. Three (3) copies of the attached list of Landowners of Record; 3. Three (3) copies of the most current deed for Lot 3, Block 94, Southern Shores, Soundside; 4. Three (3) copies of the License and Indemnity Agreement between Benjamin Chandler Spawr and Martha M. Spawr and Byrd Brothers Emergency Services, L.L.C. 5. Three (3) copies of the most current deed for Lot 4, Block 94, Southern Shores, Soundside; 6. Three (3) copies of the License and Indemnity Agreement between John F. Eck and Carol A. Eck and Byrd Brothers Emergency Services, L.L.C.; 7. Three (3) copies of the most current deed for Lot 5, Block 94, Southern Shores, Soundside; 8. Three (3) copies of the License and Indemnity Agreement between Michael A. George and Janet A. George and Byrd Brothers Emergency Services, L.L.C.; 1g59 09. Three (3) copies of the Letter of Authorization from Byrd Brothers Emergency Services, L.L.C., allowing the Town of Southern Shores to pursue permits for the maintenance dredging project on the parcels of land identified within the License and Indemnity Agreements; 10. Three (3) copies of the document entitled "Project Protocol for Monitoring Effluent Discharge" as prepared by RBDD; 11. Three (3) copies of the document entitled "Project Protocol for Booster Pump Monitoring" as prepared by RBDD; 12. Three (3) copies of the document entitled "Project Protocol for Evaluating a new Polymer" as prepared by RBDD; 13. Three (3) sets of Plans, Sheets 1-5 of 5; 14. Three (3) copies of the project narrative; 15. Three (3) copies of the relevant portion of the USGS Quadrangle; 16. Three (3) copies of the written specification Section 02370 Erosion and Sedimentation Control. • As you are aware we successfully permitted this maintenance dredging project with a different disposal area, the Stone Parcel with spoil disposal at the Duckwoods Country Club, last year. We then subsequently modified this permit to address a separate method for handling the spoil material utilizing a hydrocyclone. We prepared application packages, supporting documents and paid fees for the areas of disturbance. The attached project narrative contains additional details pertaining to the execution of the project as well as a comparison of fees paid versus areas actually disturbed. Please review and approve the attached and please call with any questions. Sincerely, Quible & Associates, P.C. ?? . Joseph J. Anlauf, P. . encl.: as stated cc: Peter Rascoe - Town Manager Tom Bennett - Town Project Manager • Eric Wainwright - Byrd Brothers Emergency Services, L.L.C. John Cece - NCDENR, DCM FINANCIAL RESPONSIBILITY/OWNERSHIP FORM . SEDIMENTATION POLLUTION CONTROL ACT No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this form and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.) Part A. 1. Project Name P NSF 1 CANAL MAtWeN +4CE O ?Lwa ttjch ?'R-oJFZT 2. SouTt+EPa.! Location of land-disturbing activity: County J AteE City or Township S44Q ES Highway/Street 1Att..l.Ctz. 'DOL. Latitude 36'08'10" N Longitude 7G**+'3o" yJ I Approximate date land-disturbing activity will commence: SF_T-Mwt151C-P_ Z-01 e 4. Purpose of development (residential, commercial, industrial, institutional, etc.): DR"E Sftm "WSPQSAL 5. Total acreage disturbed or uncov red (including off-site borrow and waste areas): 3. Ac2ES SEI! NWAcOft-\ 6. Amount of fee enclosed: $ NJ* C-IFTWPL J . The application fee of $65.00 per acre (rounded up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585). 7. Has an erosion and sediment control plan been filed? Yes__X_ No Enclosed 8. Person to contact should erosion and sediment control issues arise during land-disturbing activity: • Name-Towl "6ENN E--M- E-mail Address W b o1oXQ e_vA64r 1y%as1. cowl Telephone CT1 Z? ZG I - ZS 11 Cell #6252 61 q- S je Fax # 9. Landowner(s) of Record (attach accompanied page to list additional owners): SEE 4'rTA4tHED LIST) Name Telephone Fax Number Current Mailing Address Current Street Address City State Zip City State Zip 10. Deed Book No. Page No. Provide a copy of the most current deed. SEE Pt"R Ac C H-ED Lt ST Part B. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a comprehensive list of all responsible parties on an attached sheet): 7- w m oP Sou-r4F-JZ'4 S4+OMFS Name 53'75" N. Vtasx?N?ADA¢r?"TaAtt_ Current Mailing Address • Sovr"ERN ".A-Mes NC Z-7949 City State Zip P[A$Coe LZ Soy+U &Asl ar.. hG cloy E-mail Address Current Street Address City State Zip Telephone Cue) 2G 1 - Z344 Fax Number CZSZ? Z??- Q? • • .7 2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address of the designated North Carolina Agent: N A Name E-mail Address Current Mailing Address Current Street Address City State Zip City State Zip Telephone Fax Number (b) If the Financially Responsible Party is a Partnership or other person engaging in business under an assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible Party is a Corporation, give name and street address of the Registered Agent: N /A Na a of Registered Agent E-mail Address Current Mailing Address Current Street Address City State Zip City State Zip Telephone Fax Number The above information is true and correct to the best of my knowledge and belief and was provided by me under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute instruments for the Financially Responsible Person). I agree to provide corrected information should there be any change in the information provided herein. 'PeTER 7?AscoE Type or print name Oure - ----------------- TowN ?Ngc?Ect Title or Authority (?Ip' - Z 2 0 Date a Notary Public of the County of State of North Carolina, hereby certify that ?:j?(?e_ appeared personally before me this day and being duly sworn acknowledged that the above form was executed by him. Witness m 1Odb"qrial seal, this day of 1 one 20 10 Notary Public Dare County t f ?? =My Comm3ission Expires= .L Se,5 11 12014 o a i 0 \,\t ,??\\\ My commission expires (`?j Q \ l? CIAIRO ?\\\ • Landowner's of Record Attachment to Financial Responsibility/Ownership Form - Sedimentation Pollution Control Act Phase 1 - Canal Maintenance Dredging Project Town of Southern Shores, Dare County, North Carolina 1. Benjamin Chandler Spawr & Martha M. Spawr Lot 3, Block 94, Southern Shores, Soundside P.O. BOX 2012 Kitty Hawk, NC 27949 Pin Number: 9868 13 24 1121 D.B. No.: 1367 Page No.: 182 2. Jack F. Eck & Carol A. Eck Lot 4, Block 94, Southern Shores, Soundside 279 Hillcrest Drive Southern Shores, NC 27949 Pin Number: 9868 13 23 0204 D.B. No.: 1313 Page No.: 325 3. Michael A. George Trustees & Janet A. George Lot 5, Block 94, Southern Shores, Soundside 20 Beechnut Drive Long Valley, NJ 07853 Pin Number: 9868 13 14 9308 D.B. No.: 1709 Page No.: 404 L_-J • Filed Sock; 1907 Page: 102 Doo Id: 0030211 00/12/2001 04;l9pR DOC Code: DEED R*0EiPt M: 20017 S"BARR M GRAY, REGISTER OF DEEDS DAREECO, NC7ax pd: =100 00 L.T. # oil - (' TAX PARCEL # 21408000 I% Land Transfer Tax - $950.00 Excise Tax - $190.00 Prepared by: Charles D. Evans KELLOGG AND EVANS P.O. Box 189 Manteo, NC 27954 Return to: John G. Gaw, Jr. P.O. Box 1890 5121 N. Croatan Highway Kitty Hawk, NC 27949 II?III IIII' II?III' IIII IN?II llll?III?I III IIII IIII I'?I 61130211 2 01 0MUM NORTH CAROLINA, DARE COUNTY DARE ? RE STAT\-E,,, COUNTY TRWNS TA) LT I! (? 7- 'D lwV THIS DEED made this the 2(D?` day of 1, by and between WILLIAM E. MURRAY, Co-Trustee, and GROO cessor Co-Trustee for Walker McKinney, Co-Trustee, deceas , of the Will E. Murray Trust dated December 24, 1984, parties of the first pa o BENJAMI HANDLER SPAWR, of 12214 Overlook Mountain Drive, Charlotte, 28216, p f the second part: THAT the said parties of the fill, HUNDRED ($100.00) DOLLARS hand paid by the said party of the se have bargained, sold and convey the said party of the second part, i in the Town of Southeny.9hores, t particularly described a olJtiws: Being Lot No. 3 k "Soundside Bl c , Soi Kitty Hawk, N. .", dated WITNESS for and in consideration of the sum of ONE el-,good and valuable consideration to them in e eipt of which is hereby acknowledged, Alkeseptesents do bargain, sell and convey unto ass ns, all those certain lands lying and being ship, Dare County, North Carolina, and more "hown on that certain map or plat entitled f-Shores, Kitty Hawk Land Company, owner, 1965, prepared by P. F. Crank, Jr., Registered and c ded in] ¢ok 2, Page 268, in t he Public Registry of Dare o Ca ma. 1" d min 1 r' hts are not hereby conveyed. d being "perty conveyed to Walker McKinney, Trustee for the ]Bart. Murray Trust, dated December 24, 1984, by deed dated emb&,2, 1988, and duly recorded in Book 589, Page 295, Public ItegigI of D(.e County, North Carolina, the said Walker McKinney having appoin the said David Groom as Successor Co-Trustee by an instrument dated a ch 20, 2000 to be effective upon the death of the said Walker \ y, the said Walker McKinney having died August 20, 2000. conveyance is made subject to the ad valorem taxes for 2001 and any e ements, covenants and restrictions of record and any governmental rules and regulations that may affect the use thereof. -TO HAVE AND TO HOLD the above described lands and premises together with all the p vileges and appurtenances thereunto belonging unto the said party of the second part, his )heirs and assigns, in fee simple forever. AND the said parties of the first part, for themselves and their successors, administrators, executors and assigns, covenant to and with the said party of the second part, his heirs and II11IIII1IIIII'111IIIIIIIIIIMIIIIIIIIIlIIIIIIIN 4s72 0t 04:30PM • 0 assigns, that they are seized of said lands in fee, that they have a good right to convey the same in fee simple; that the same are free and clear of all encumbrances whatsoever except as otherwise set forth herein; and that they will forever warrant and defend the title to the same against the claims of all persons whomsoever. IN TESTIMONY WHEREOF, the said parties of the first part have hereunto set their hands and seals the day and year first above written. STATE OF CITY/COUNTY OF December 24, 1984 personally ap rr of the for=. ins rument. Witness day of 20 D 1 ' eY. _ 0 ??f lllllli4l/11\'? O 1. STATE F CITY/C 00 d?N"f 7 WILLIAM E. MURRAY, William E. Murray Trust DI 1984 h AVID G Walker Me William E. 1984 --- (SEAL) ce or o- stee for Co-T t , dece ed, of the ?Y Trust a ed December 24, ,`,4a N-otacy'Public of the County and State Trustee of the William E. Murray Trust dated e me this day and acknowledged the execution land official stamp or seal, this the Public 0-0/0 v I, 'A , a Notary Public of the County and State aforesai rt i that D vid Groom, Successor Co-Trustee for Walker McKinney, Co- Trustee deceas the William E. Murray Trust dated December 24, 1984 personally app me is day and acknowledged the execution of the foregoing instrument. Wi n ss my h n and official stamp or seal, this the Lc' day of ihARt 20 Notary Public STAMP r ' - '11?y ?QfUE Notar P b i Commission E , y u l c xpires_ _?? C?z dyfil,t,:i4`? ,, ? Tracy r -- 7 .. - . t? f ? ?C" s. ? . . f1! ' . l11:1!1!1 • Illlllllllllllllillllllllllllllllilllllllllllllllllllll ° °?zm of 04:38PM NORTH CAROLINA, DARE COUNTY The foregoing Certificate& of _L`lA\i0.. ??Qe? b? ?s1Ct?tt r? 5??.?1r aMd'Mrrtified to be correct. This instrument and this certificate are duly registered at the date and time and Page shown on the first page hereof. BARBARA M. CRAY By:_ REGISTER OF DEEDS T REGIST ?F'Q) I the Book XolIna Watt,"') 0 0 LICENSE AND INDEMNITY AGREEMENT THIS AGREEMENT between Benjamin Chandler Spawr and Martha M. Spawr (hereinafter identified as "PROPERTY OWNERS" and BYRD BROTHERS EMERGENCY SERVICES, LLC, a Limited Liability Corporation, organized and existing under the laws of the State of North Carolina (may be referred to hereinafter referred to as "BYRD BROTHERS" and the Town of Southern Shores, North Carolina (hereinafter as referred to "TOSS"). WHEREAS, TOSS is a body corporate and politic existing under and pursuant to the laws of the State of North Carolina. WHEREAS, BYRD BROTHERS is a limited liability company with offices at 5164 Lamm Road, Wilson, North Carolina 27893 and has been engaged by Sampson Contracting, Inc. to supervise and facilitate certain dredging operations, more particularly described in the site plan for Canal Maintenance Dredging Project, Phase One, Exhibit 1 (incorporated herein by reference and made a part hereof), (hereinafter may be referred to as "the Project"). WHEREAS, PROPERTY OWNERS, are the owners of certain property located at 275 Hillcrest Drive, Southern Shores, Dare County, North Carolina. (Hereinafter referred to as the "PROPERTY"). WHEREAS, BYRD BROTHERS desires to use OWNERS' PROPERTY upon which to permanently place dredging spoils and other materials generated in connection with the Project, thereby on their behalf and on behalf of all other entities, corporate and politic, in accord with, and associated or allied with them, and not objecting thereto, and to invest ownership of the spoils so placed in the said owners, their successors, heirs and assigns, absolutely. WHEREAS, the PROPERTY OWNERS agree to grant permission to BYRD BROTHERS to come upon that portion of the PROPERTY OWNERS property designated for the Project and do all things reasonably necessary in preparation for the dredging of the canals and generating spoils. Thereafter a portion of the spoil produced during the performance of Phase One of the Project may be permanently placed and deposited on said property in accord with the site plan. The dredging spoils shall consist of sand and other such materials and placed at the direction of BYRD BROTHERS or as furthers provided for hereinafter. Any material (spoil) deemed as "excess" by the Ecks and Georges will be accepted by the PROPERTY OWNER. A copy of the tentative plan for the work site is attached. WITNESSETH In consideration of BYRD BROTHERS being allowed to permanently deposit - a portion of the dredging spoils, and specified materials utilized in berm/containment • construction on said property, and in consideration of PROPERTY OWNERS receiving Page 1 of 8 dredging spoils and ancillary work that must be performed thereon, including but not limited to grading, reclamation, grassing and seeding, and other mutual promises, covenants and understandings as made between BYRD BROTHERS and PROPERTY OWNERS, as set forth herein, and other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, BYRD BROTHERS and the PROPERTY OWNERS (hereinafter may be referred to as "the parties") agree as follows% ARTICLE I PERNUTTED ACTIVITIES 1. BYRD BROTHERS/TOSS may use those portions of the PROPERTY for the conducting of the Project as depicted and set forth in more detail in Exhibit 1. 2. The PROPERTY OWNERS shall permit BYRD BROTHERS or its assigns, successors, or agents to place on their PROPERTY dredging spoils and related materials produced as a result of the performance of Phase One of the Project. It is further agreed that, at the PROPERTY OWNERS request, the location of the spoil materials and the final grade shall be in conformity with and as described and depicted in the grading plan marked Exhibit 2 which is incorporated herein by reference and made a part hereof. 3. PROPERTY OWNERS shall permit this use of the Property for the complete . duration of Phase One and PROPERTY OWNERS shall have the option of continuing this Agreement for Phase Two and Phase Three of the Project, although it is not known at the time of the execution of this Agreement if BYRD BROTHERS will participate in any additional Phases. 4. Except as further set out herein, the PROPERTY OWNERS shall permit BYRD BROTHERS, its personnel, successors and assigns, state inspectors and necessary personnel the right of entry upon the Property to perform, conduct and implement the Project Plan. Access to the property shall be limited to those individuals or groups identified by BYRD BROTHERS as set forth in Exhibit 3. A list of authorized personnel shall be maintained by BYRD BROTHERS. BYRD BROTHERS may modify the list in its discretion but shall notify the PROPERTY OWNERS weekly of any additions or deletions thereto or therefrom. (The initial version of Exhibit 3 is attached hereto, incorporated herein by reference and made a part hereof). All others shall be considered to be trespassers regardless of point of entry. 5. Enforcement and control of access shall be vested in BYRD BROTHERS. This shall not operate to preclude the PROPERTY OWNERS and their invites from access to the site. BYRD BROTHERS may erect such fences and protective barriers, markers and signs as they deem necessary to identify the job site and restrict access thereto. Control of access and the restrictions to the property shall commence at the beginning of the execution of this agreement, and continue for 60 days after the completion of all work as required or allowed herein. • Page 2 of 8 Cs??' • 6. BYRD BROTHERS may assign its rights granted in this Agreement to other persons or entities to which assignment the PROPERTY OWNERS agree. ENVIRONMENTALCONDITIONS 1. All work performed by BYRD BROTHERS shall be in compliance with the specific permit requirements and conditions as established by the Coastal Area Management Act (CAMA) and all subsidiary agencies having jurisdiction over any part of the operations to be conducted, including NCDENR departments of soil and water quality. 2. The work to be performed hereunder shall include construction of berms and the permanent placing of a portion of the spoil material dredged form the canals on the PROPERTY OWNERS property. 3. TOSS established the requirements and specifications for the Project. TOSS is the holder of the State permit approving the dredging plan. As permittee TOSS has the joint and several responsibility for assuring the performance of the Project as required by permit conditions and engineering specifications. 4. The PROPERTY OWNERS are relying upon the assurances, knowledge, • representation and expertise of BYRD BROTHERS and TOSS that the dredged materials are suitable for placement upon their property, and their property is suitable to receive same as a spoil disposal area. It is further understood and agreed that the PROPERTY OWNERS have no independent knowledge of the content of constituent parts of the dredged materials themselves. BYRD BROTHERS and/or TOSS shall defend, represent the interests of and indemnify the PROPERTY OWNERS in the event that any violation of the Comprehensive Environmental Response and Liability Act of 1980, 32 USCA §§ 9601- 9675 (CERCLA), as amended by the Super Fund Amendments and Reauthorization Act of 1986 (SARA) are alleged or action thereunder initiated. INSURANCE REQUIREMENTS 1- BYRD BROTHERS agrees to provide PROPERTY OWNERS a Certificate of Insurance listing the PROPERTY OWNERS as additional insured with the coverage and limits as set forth on the Certificate of Liability Insurance, a copy of which Is marked Exhibit 4 and attached hereto and made a part hereof by reference. Liability insurance shall be maintained for the protection of the PROPERTY OWNERS during their maximum period of liability or exposures resulting from the activities permitted herein. • Page 3 of 8 SITE CLOSURE 1. Final grade will be subject to the approval of the PROPERTY OWNERS. The grading shall be in accord with the Grading Plan marked Exhibit 2 which is attached hereto and incorporated herein by reference. 2. Upon satisfactory completion of the grading, the Property will be seeded with seasonal grasses and a minimum coverage of at least 80% maintained through two complete growing seasons. INDEMNITY 1. BYRD BROTHERS shall indemnify and hold harmless the PROPERTY OWNERS from loss claims, damages and expenses arising out of or resulting from performance of BYRD BROTHERS work on the Project, whether such claims losses, damages or expenses are a direct, indirect or consequence of the performance of the acts as allowed or contemplated herein. 2. It is specially agreed and within the contemplation of the parties and as part of the bargained for valuable consideration in support of this Agreement that BYRD BROTHERS will defend or cause to be defended any action brought by any and all third parties against the PROPERTY OWNERS, their agents or assigns resulting from their entering into, performing or exercising rights in accord herewith. ARTICLE II MISCELLANEOUS PROVISIONS The provision of Article I not withstanding, the provision of Article II, shall take precedence in the event of a conflict or ambiguity. 1. BYRD BROTHERS and the Town of Southern Shores warrant that all required permits have been applied for, granted or will soon be applied for. 2. Use of the PROPERTY OWNERS property for Phase Two and/or Phase Three is not contemplated herein. As such, the PROPERTY OWNERS participation in Phase Two and/or Phase Three is a subject of future negotiations. Any future participation will be dependent upon reaching satisfactory agreement as to compensation and all insurance and other indemnifications as set forth herein and any Exhibits. 3. BYRD BROTHERS and the TOSS shall not unilaterally make changes in the requirements and/or conditions of this agreement, including those required by State Agency, without the consent of the PROPERTY OWNERS. Page 4 of 8 4. BYRD BROTHERS shall exercise extreme care to protect the trees and other growth as depicted in the engineering drawings in Exhibit 1. 5. BYRD BROTHERS in cooperation with TOSS shall promptly respond appropriately to any inquiries, threats, written or verbal, and shall make a good faith effort to resolve them without harm or any expense to the PROPERTY OWNERS. 6. BYRD BROTHERS shall make reasonable efforts to minimize or reduce any stench from decaying matter produced by dredging and deposited on the Property. 8. BYRD BROTHERS shall provide trash and refuse containers and the work area shall be cleaned up daily. The work area shall be maintained in a neat and orderly manner as nearly as is possible. 9. Portable Toilets are required and shall be placed out of the public's view. 10. Nails, placards or signs shall not be attached to any tree or shrub on Owner's land. Only those areas indicated in the Project Plan drawings may be used by BYRD BROTHERS and TOSS. All other areas are reserved for the Owner's use. 11. The PROPERTY OWNERS, TOSS, and BYRD BROTHERS must sign/approve the final grading plan as depicted in Exhibit 2. 12. PROPERTY OWNERS shall be provided an opportunity to review the modified final contract and Project Drawings and specifications between BYRD BROTHERS and the TOSS. 14. This Agreement may be terminated or cancelled upon written agreement between the PROPERTY OWNERS and BYRD BROTHERS. In such event no compensation paid to or on behalf of the PROPERTY OWNERS shall be demanded or paid. 15. This agreement shall become effective upon execution and when all Exhibits are prepared, available and initialed. Execution shall be when both BYRD BROTHERS and PROPERTY OWNERS sign and date same along with any available attachments and the payment of compensation as agreed upon to the PROPERTY OWNERS has been made. This Agreement shall terminate on April 30, 2011. However, the PROPERTY OWNERS may extend the end/completion date if caused by weather or other circumstances over which BYRD BROTHERS has no control. Said extensions shall not be granted for any situation resulting from the performance of any other Phase without prior, written from TOSS and written approval from owners. 1] Page 5 of 8 • 16. This agreement shall terminate regardless of the status of the project should BYRD BROTHERS and/or TOSS be found in violation of any permit and not notify the PROPERTY OWNERS verbally within 48 hours or in writing within as specified for the abatement of the violation and of the plan to remedy same. Notification to the PROPERTY OWNERS shall be the duty of BYRD BROTHERS and TOSS. In the event that BYRD BROTHERS and/or TOSS fail to notify the PROPERTY OWNERS as required herein the PROPERTY OWNERS may avail themselves of any action legal or equitable, that are available to protect their interests. 17. Upon default by BYRD BROTHERS, all terms and conditions as to reclamation, site remediation as set forth herein shall apply, including grading, road reclamation and re-vegetation. 18. BYRD BROTHERS shall cause a completion bond to be issued in a sum sufficient to cover all expenses for the performance of non-completed close out, including clean-up, grading, seeding and to partially compensate PROPERTY OWNERS for their good faith reliance in the event of default. The completion bond shall be in an amount of at least $50,000.00. 19. No action shall be taken that will disturb or alter the areas approved for a septic field as identified by a permit issued by the Dare County Health Department. Said permit is marked Exhibit 5, which is attached hereto and a part hereof. • 20. Upon completion of all obligations and duties as required herein The Town of Southern Shores shall abandon all right, claim or ownership interest in the portion of the dredged materials. Absolute title to same shall be vested in the PROPERTY OWNERS, their heirs, successors and assigns. It is understood that reclamation of the site will necessarily involve the mixture and consolidation of the dredged materials with the soil of the PROPERTY OWNER so as to make them indistinguishable and not susceptible to separation. 21. BYRD BROTHERS may place upon the PROPERTY and use various equipment and apparatus, including but not limited to pumps, pipe and flocculation tanks, reasonably necessary for the dredging operations. 23. BYRD BROTHERS agrees to provide PROPERTY OWNERS with a policy of legal insurance, i.e.-prepaid legal services. Any such policy may, in the discretion of the PROPERTY OWNERS, be kept in full force and effect for a period of five (5) years from the date of execution of this Agreement. Sufficient funds for the payment of the premiums shall be born by BYRD BROTHERS in an amount to satisfy the requirements hereof. 25. This Agreement may be reproduced or copied. Any reproduction or copy of same shall be given the same legal force and effect as an executed original. Page 6 of 8 • 26. BYRD BROTHERS may provide off-site soil material for the construction of berms and other soil structures to facilitate dredging operations and to adequately grade the site to be conducive to maintenance, facilitate positive drainage, and prevent runoff from adjacent areas encroaching onto the property. PROPERTY OWNERS reserve the right of final approval. PROPERTY OWNERS agree that any such materials may be permanently placed on the PROPERTY. 27. Pending PROPERTY OWNERS' final approval of the grading, BYRD BROTHERS agree to provide 3 inches of soil of suitable quality to promote and establish vegetative growth. Such material shall completely cover the area disturbed by the final grading and all affected areas. Page 7 of 8 • This agreement is dated .-) L2 q' , 2010 BYRD BROTHERS Emergency Services, LLC By Title: 5s?,c ?t , Zo( O Date PROPERTY OWNER Beni in Chandler Sp By Title: • Date Martha M. Spawr . By life: Date Page 8 of 8 0 • CERTIFICATE OF LIABILITY INSURANCE OP ID BK DATE(MMIDD/YYYY) BYRDB-1 05/11/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SIA Group HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 827 Gum Branch Rd. , ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Jacksonville NC 28540 . Phone: 800-682-7741 Fax:910-455-7481 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA National Indem Ins/CRC Ins Byrd Brothers Inc & Byrd Brothers Emer enc INSURER B: Illnoie union Ina. co/Weetrope g y Services./ LLC. 2302 INSURER C: American Interstate Insurance 31895 NasA St N Suite E Box 241 Wilson NC 27896-1731 INSURER D: The Hanover Ins. Grou p 22292 rnvcowr_ce INSURERE: CNA/Victor 0 Schinnerer THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NS TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE D RMOW LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 B X COMMERCIAL GENERAL LIABILITY G22025909004 06/01/09 06/01/10 PREMISES E 50 000 aoccurence) , $ CLAIMS MADE OCCUR MED EXP (Any one person) $5,000 PERSONAL d ADV INJURY $1 000 000 , , GENERAL AGGREGATE $2 000 000 ' , , GEN L AGGREGATE LIMIT APPLIES PER: P R PRODUCTS -COMP/OPAGG s2,000,000 E POLICY X J O LOC AU TOMOBILE LIABILITY A ANY AUTO 70APS020640 06/01/09 06/01/10 COMBINED SINGLE LIMIT (Ea accident) $1000000 r , ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY (Per person) $ X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY (Per accident) $ A X Hired Phy-Damage 70APS020640 06/01/09 06/01/10 A X $1000 Ded PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $15,000,000 B X OCCUR CLAIMS MADE G22023020004 06/01/09 06/01/10 AGGREGATE $15,000,000 0 DEDUCTIBLE $ X RETENTION $10,000 WORKERS CO PE TION $ AND EMPLOYERS' LIABILITY YIN X TORY LIMITS ER C ANY PROPRIETOR/PARTNEWEXECUTIVg -t AVWCAL1823222009 06/01/09 06/01/10 OFFICER/MEMBER EXCLUDED? LJ E.L. EACH ACCIDENT $ 1, 000, 000 (Mandatory In NH) If yes, describe under SP C E.L. DISEASE - EA EMPLOYEE $1,000,000 E IAL PROVISIONS below OTHER E.L. DISEASE - POLICY LIMIT $1,000,000 D Leased/Rented RHR3275270 06/01/09 06/01/10 300,000 $2500 Ded E Pollution CSB288328521 05/11/10 05/11/11 2,000,000 10 000 Ded DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS , CERTIFICATE 14n[ nFo V/111 V GLL/1 I I VIA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI01 SPACE-1 DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Benjamin Chandler Spawr IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 275 Hillcrest Drive REPRESENTATIVES. Kitty Hawk NC 27949 AUTHORI REPRESENTA!!I? 25 (2009101) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD .._,..... -- ., LT# 6638-99 Land Transfer Tax: $920.00 Excise Tax $184.00 REAL ESTATE .. TRANSFER TAX . Recording Tim¢-_B Tax Lot No. ..... .. ...... Parcel Identifier No 021 ... 0 Verified by ....... .. County on the ..... day of . - \ 19 - by . ............. .. ... ... .. . ....... .. . . \.. . .... 1 ..... Mail after recording to ._ ... .... .... Sharp, Michael, Outten & Gra a \. P.O. Box 1027, Kitty Hawk,N27949. ....... This instrument was prepared by .. John G. Gaw, Jr., Atty at a RE85 llc Brief description for the Index Lot 4, Blk. 94, S ern Shore NORTH CAROLINA GEN AL WA ANTY DEED THIS DEED made this .22nd day of .................December__„_ ?, .. _ 19.... .. "y and between GRANTOR GRANTEE ELEANOR BRAUCH PETERSON, TRUSTEE OF T%JOHN F. ECK and wife, ELEANOR BRAUCH PETERSON REVOCABLE TRL A. ECK • U/A/D November 21, 1996 Hawthorne Rd. MD 20646 Enter in appropriate block for each party: The designation Grantor shall include singular, p; WITNESSETH, that the acknowledged, has and t? certain lot or parcel otjla Dare \\ address, n if appropriate, character of entity, e.q. corporation or partnership. the i shall include said parties, their heirs, successors, and assigns, and hutninie,?r neuter as required by context. Miiable consideration paid by the Grantee, the receipt of which is hereby es rant, bargain, sell and convey unto the Grantee in fee simple, all that City of ... .. Atlantic Township, Carolina and more particularly described as follows: Being N 4I Block No. 94, as shown on that certain map or plat re lSoundside Block 94, Southern Shores, Kitty Hawk Land ny, ner, Kitty Hawk, N.C.," dated June 1965, prepared by P. an , Jr., Registered Surveyor, and recorded in Book 2, P 2 in he Public Registry of Dare County, North Carolina. N wa a is made as to gas, oil and mineral rights. • Filed Beek: 1313 Paoa: 326 Dee Id: 6001193 01/0612000 04:200M Receipt 0: 2009 Doc Code: DEED NC Excise Tax pd; $164,00 BARBARA M GRAY, REGISTER OF DEED$ DARE CO, NC 11111111111111 IN IN 6110512098 04:20PM DARE COUNTY N. C. Bar Assoc. Form No. 3 © 1976. Revised X81 1977 - --l-& co, mr.. eo. m. v,d,-mua N, c 27055 ". n, A--- - m N C Be. nme. - ,get 200of 2 1111111111111 KIM P0?1?/0 133 0 WWII • Pap 656, The property hereinabove described was acquired by Grantor by instrument recorded in BookS.. ...................U., ...... Pa$... ....................... Dare County Registry ......... . A map showing the above described property is recorded in Plat Book .. 2_ _ TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor is seized of the premi the same in fee simple, that title is marketable and free and clear of all encumbn defend the title against the lawful claims of all persons whomsoever except for Pm Title to the property hereinabove described is subject to the following excepfl9»F General utility easements and rights of way of Ad valorem taxes subsequent to 1999, not_ d Restrictions and covenants of record • rN WITNESS WHEREOF, the Grantor has hereunto corporate name by its duly authorized officers and Its seal above written. ---------------------------- ----------------------------------- (Corporate Name) By: ___________________________________________ ..2.68......`._ . lit pur an es they.o elonging to in a simp e, as the right to convey ices, n rantor will warrant and xceptio h inafter stated. e. egi ry. hand and seal, or If corporate, has caused this instrument to be signed in its eunto afnxed by authority of Its Board of Directors, the day and year flrat a L OR BRAUCH PETERSON, Trustee ___________________________________________________(SEAL) ATTEST: ---------President (SEAL) (1!? ------------------------------------------------- V1 ------- 11NI/I _ 'Secretary (Corporate W N???PtY A. y" V/ -MARYLAND (SEAL) 31?e*0 y% ?? xsgc?lg 1f41?. ------ ------------ Pnr--------county. k =' T g9} u I Notary ub of the o ty and state aforesaid, certify that Eleanor' Brauch Peterson,'''''' T s _ = 9 1s -- ee - --- ----- anon-Brauc_-_h-Peterson - Revo ---cable-Trust ----------------- Grantor, t - ---- - ----------- ------------ ------ ----------- _ _ ms's i0bgtlC ?Z'., • O ers Ily pe d before me this day and acknowledged the execution of the foregoing instrument. Witness my V// i' TCOUNTq'????\\ ?'' no d official m or seat, this _01± day of - December---------------------' 19.99, ???///IIII I I I t V11tt??\` 1 ? ,v? ?r?1 Y Comm ton pires: ° -_ "ri---- ___------ __1.-@W3----- Notary Public SEAL-STAMP T AROLINA_ __________________________________ County. a No ubllc of the County and State aforesaid, certify that __________________________________________ m yFrs?o ally came before me this day and acknowledged that ____ he is ___________________________ Secretary of M _ a North Carolina corporation, and that by authority duly u glue no as the act of the corporation, the foregoing instrument was signed In its name by Its _______________ C `/\ \ \ R7 res ant, sealed with its corporate seal and attested by ----------- as its ___________________________ Secretary. Witness m hand and official stain or seal, this -day of My commission expires: ______________________________ - Notary Public ------------ ---//----------___ e to oin Ce ific e\s) __ ___ ----- ___ _t/_ _ ?5.. _ ______________________ __ _ ____________________________________________________ ___ >_________________ ____________________________ • is/atrcertlfied b correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the \ tirst page hereof. ?:----- ------ -- --------------- 'REGISTER OF DEEDS FOR___ -------------- COUNTY By ? `-------- ---- - -----------------____..?Wy/Assistant-Register of Deeds \__f N. C. Sur A.snc. Form Na. J 1976, Revised , 1977 - Jame wni?am: a a.. i-.. so. 2,, vmc?,,.,n., N. c moss a?.?? ?r A9?a.men? w,tn ,ne rv. C ea. a.,ac. 1981 • LICENSE AND INDEMNITY AGREEMENT THIS AGREEMENT between JOHN F. ECK and CAROL A. ECK, Husband and Wife (hereinafter may be identified as "PROPERTY OWNERS" and BYRD BROTHERS EMERGENCY SERVICES, LLC, a Limited Liability Corporation organized and existing under the laws of the State of North Carolina (may be referred to hereinafter as "BYRD BROTHERS" and the Town of Southern Shores, North Carolina (may be referred to hereinafter as "TOSS"). WHEREAS TOSS is a body corporate and politic existing under and pursuant to the laws of the State of North Carolina, WHEREAS, BYRD BROTHERS is a limited liability company with offices at 5164 Lamm Road, Wilson, North Carolina 27893 that has been engaged by Sampson Contracting, Inc. to supervise and facilitate certain dredging operations within the confines of the limits of the TOSS, and more particularly described in the site plan for Canal Maintenance Dredging Project, Phase One Exhibit 1,( incorporated herein by reference and- made a part hereof), (hereinafter may be referred to as "the project"). WHEREAS, PROPERTY OWNERS, John F. Eck and Carol A. Eck, are the • owners of certain property located at 279 Hillcrest Drive Southern Shores, Dare County, North Carolina and more particularly described as Lot 4, Block 94 as recorded in Deed Book 1313 at page 0325, Dare County Registry (the "PROPERTY"). WHEREAS, BYRD BROTHERS desires to use OWNER'S PROPERTY upon which to permanently place dredging spoils and other materials generated in connection with the Project, thereby on their behalf and on behalf of all other entities, corporate and politic, in accord with, and associated or allied with them, and not objecting thereto, and to invest ownership of the spoils so placed in the said owners, their successors, heirs and assigns, absolutely. WHEREAS, the PROPERTY OWNERS agree to grant permission to BYRD BROTHERS to come upon that portion of the PROPERTY OWNERS property designated for the project and do all things reasonably necessary in preparation for the dredging of the canals and generating spoils. Thereafter spoil produced during the performance of Phase One of the Project may be permanently placed and deposited on said property in accord with the site plan. The dredging spoils shall consist of sand and other such materials and placed at the direction of BYRD BROTHERS or as further provided for hereinafter. WITNESSETH: In consideration of BYRD BROTHERS being allowed to permanently deposit dredging spoils on said property, and in consideration of PROPERTY OWNERS ?w receiving dredging spoils and ancillary work that must be performed thereon, including but not limited to grading, reclamation, grassing and seeding and the other mutual promises, covenants and understandings as made between BYRD BROTHERS and PROPERTY OWNERS, as set forth herein, and other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, BYRD BROTHERS and the PROPERTY OWNERS (hereinafter may be referred to as "the parties") agree as follows: ARTICLE I PERMITTED ACTIVITIES 1. BYRD BROTHERS/TOSS may use those portions of the PROPERTY for the conducting of the Project as depicted and set forth in more detail in Exhibit 1 2. The PROPERTY OWNERS shall permit BYRD BROTHERS or its assigns, successors, or agents to place on their PROPERTY dredging spoils and related materials produced as a result of the performance of Phase One of the Project. It is further agreed that, at the PROPERTY OWNERS request, the location of the spoil materials and the final grade shall be in conformity with and as described and depicted in the grading plan marked Exhibit 2 which is incorporated herein by reference and made a part hereof. 3. PROPERTY OWNERS shall permit this use of the Property for the complete duration of Phase One and PROPERTY OWNERS shall have the option of continuing this Agreement for Phase Two and Phase Three of the Project, although it is not known at the time of the execution of this Agreement if BYRD BROTHERS will participate in additional Phases. 4. Except as further set out herein, the PROPERTY OWNERS shall permit BYRD BROTHERS, its personnel, successors and assigns, state inspectors and other necessary personnel the right of entry upon the property to perform, conduct and implement the Project Plan. Access to the property shall be limited to those individuals or groups identified by BYRD BROTHERS as set forth in Exhibit 3. A list of authorized personnel shall be maintained by BYRD BROTHERS. BYRD BROTHERS may modify the list in its discretion but shall notify the PROPERTY OWNERS weekly of any additions or deletions thereto or therefrom. (The initial version of Exhibit 3 is attached hereto, incorporated herein by reference and made a part hereof). All others shall be considered to be trespassers regardless of the point of entry. 5. Enforcement and control of access shall be vested in BYRD BROTHERS. This shall not operate to preclude the PROPERTY OWNERS and their invitees from access to the site. BYRD BROTHERS may erect such fences and protective barriers, markers and signs as they deem necessary to identify the job site and to restrict access thereto. Control of access and the restrictions to the property shall commence at the beginning of the execution of this Agreement, and continue for 60 days after completion of all work as required or allowed herein. 2 C 6. PROPERTY OWNERS grant BYRD BROTHERS and authorized necessary personnel access to the property via the unimproved driveway located upon the extreme northern property boundary of 279 Hillcrest Drive. BYRD BROTHERS agrees to upgrade and maintain the road consistent with the type and volume of traffic, and to repair any damage created at the intersection of the un-improved road with the TOSS road (Hillcrest) if required by TOSS. 7. BYRD BROTHERS may assign its rights granted in this Agreement to other persons or entities to which assignment the PROPERTY OWNERS agree. ENVIRONMENTAL CONDITIONS 1. All work performed by BYRD BROTHERS shall be in compliance with the specific permit requirements and conditions as established by the Coastal Area Management Act (CAMA) and all subsidiary agencies having jurisdiction over any part of the operations to be conducted, including NCDENR departments of soil and water quality. 2. The work to be performed hereunder shall include construction of berms and the permanent placement of spoil materials dredged from the canals on the PROPERTY OWNERS property. i 3. TOSS established the requirements and specifications for the Project. TOSS is the holder of the State permit approving the dredging plan. As permittee TOSS has the joint and several responsibility for assuring the performance of the Project as required by permit conditions and engineering specifications. 4. The PROPERTY OWNERS are relying upon the assurances, knowledge, representations and expertise of BYRD BROTHERS and TOSS that the dredged materials are suitable for placement upon their property, and their property is suitable to receive same as a spoil disposal area. It is further understood agreed that the PROPERTY OWNERS have no independent knowledge of the content or constituent parts of the dredged materials themselves. BYRD BROTHERS and/or TOSS shall defend, represent the interests of and indemnify the property OWNERS in the event that any violation of the Comprehensive Environmental Response Compensation and Liability Act of 1980, 32 USCA §§ 9601-9675 ( CERCLA), as amended by the Super Fund Amendments and Reauthorization Act of 1986 (SARA) are alleged or action thereunder initiated. INSURANCE REQUIREMENTS 4. BYRD BROTHERS agrees to provide PROPERTY OWNERS a certificate of insurance listing the PROPERTY OWNERS as additional insured with the coverage and limits as set forth on the Certificate of Liability Insurance, a copy of which J_? is marked Exhibit 4 and attached hereto and made a part hereof by reference. Liability insurance shall be maintained for the protection of the PROPERTY OWNERS during their maximum period of liability or exposures resulting from the activities permitted herein. SITE CLOSURE. 1. Final grade will be subject to the approval of the PROPERTY OWNERS. The grading shall be in accord with the Grading Plan marked Exhibit 2 which is attached hereto and incorporated herein by reference. 2. Upon satisfactory completion of grading, the Property will be seeded with seasonal grasses and a minimum coverage of at least 80% maintained through two complete growing seasons. 3. Improvements to the access road made by BYRD BROTHERS, at the discretion of the PROPERTY OWNERS may be retained or reclaimed. Any fill, grading, or changes made to the access road shall be done in a manner to prevent diverting water from the TOSS road onto PROPERTY OWNERS property. INDEMNITY 1. BYRD BROTHERS shall indemnify and hold harmless the PROPERTY OWNERS from loss for claims, damages, and expenses arising out of or resulting from performance of BYRD BROTHERS work on the Project, whether such claims, losses, damages or expenses are a direct, indirect or consequence of the performance of the acts as allowed or contemplated herein. 2. It is specifically agreed and within the contemplation of the parties and as part of the bargained for valuable consideration in support of this Agreement that BYRD BROTHERS will defend or cause to be defended any action brought by any and all third parties against the PROPERTY OWNERS, their agents or assigns resulting from their entering into, performing or exercising rights in accord herewith. ARTICLE II MISCELLANEOUS PROVISIONS The provisions of Article I notwithstanding, the provision of Article II, shall take precedence in the event of a conflict or ambiguity. 1. BYRD BROTHERS and the Town of Southern Shores warrant that all required permits have been applied for, granted or will soon be applied for 2. Use of the PROPERTY OWNERS property for Phase Two and/or Phase is 4 )Vla Three is not contemplated herein. As such, the PROPERTY OWNERS participation in Phase two and/or Phase Three is a subject of future negotiations. Any future participation will be dependent upon reaching satisfactory Agreement as to compensation and all insurance and other indemnifications as set forth herein and any Exhibits. All other conditions and obligations appertaining to Phase One would apply to Phases Two and/or Three. 3. BYRD BROTHERS and TOSS shall not unilaterally make changes to any requirements and/or conditions of this agreement, including those required by any State Agency without the consent of the PROPERTY OWNERS. 4. BYRD BROTHERS shall exercise extreme care to protect the tress and other growth as depicted in the engineering drawings in Exhibit 1. 5. BYRD BROTHERS in cooperation with TOSS shall promptly respond appropriately to any inquiries, threats, written or verbal, and shall make a good faith effort to resolve then without harm or any expense to the PROPERTY OWNERS. 6. BYRD BROTHERS shall make reasonable efforts to minimize or reduce any stench from decaying matter produced by dredging and deposited on the property. 7. A lockable gate shall be installed at the intersection of the access road and the • TOSS/Hillcrest Drive right of way The gate shall be closed and locked unless it is needed for ingress or egress by BYRD BROTHERS or their authorized personnel. 8. BYRD BROTHERS shall provide trash and refuse containers and the work area shall be cleaned up daily. The work area shall be maintained in as neat and orderly manner as nearly as possible. 9. Portable Toilets are required and shall be placed out of the public's view. 10. Nails, placards or signs shall not be attached to any tree or shrub on owner's land. Only those areas indicated in the Project Plan drawings may be used by BYRD BROTHERS and TOSS. All other areas are reserved for the Owner's use. 11. The PROPERTY OWNERS, TOSS and BYRD BROTHERS shall execute/approve final grading plan as depicted in Exhibit 2. 12. PROPERTY OWNERS shall be provided an opportunity to review the modified final contract and Project Drawings and specifications between BYRD BROTHERS and the TOSS. 13. One of the PROPERTY OWNERS house, is located at 283 Hillcrest Drive, Southern Shores. That house is in a summer rental program between May 30, 2010 and September 5, 2010. BYRD BROTHERS agrees not to engage in any activities that 5 r? 4t • would serve to interfere with any rights to quiet and peaceable enjoyment of the premises by renters without the said PROPERTY OWNERS consent. BYRD BROTHERS shall reimburse the PROPERTY OWNERS for any loss of RENTAL income resulting from the use of the property in accord with this agreement. 14. This Agreement may be terminated or cancelled upon written agreement between the PROPERTY OWNERS and BYRD BROTHERS. In such event no compensation paid to or on behalf of the PROPERTY OWNERS shall be demanded or paid. 15. This Agreement shall be effective upon execution and when all Exhibits m are prepared, available and initrialed. Execution shall be when both BYRD BROTHERS and PROPERTY OWNERS sign and date same along with any available attachments and the payment of compensation as agreed upon to the PROPERTY OWNERS has been made. This Agreement shall terminate on April 30, 2011 However, the PROPERTY OWNERS may extend the end/completion date if caused by weather or other circumstances over which BYRD BROTHERS has no control. Said extensions shall not be granted for any situation resulting from the performance of any other Phase without prior, written from TOSS and written approval from Owners. • 16. This Agreement shall terminate regardless of the status should BYRD BROTHERS and/or TOSS be found in violation of any permit requirement and not notify the PROPERTY OWNERS verbally within 48 hours and in writing within the time as specified for the abatement of the violation and of the plan to remedy same. Notification to the PROPERTY OWNERS shall be the duty of BYRD BROTHERS and TOSS . In the event that BYRD BROTHERS and/or TOSS fail to notify the PROPERTY OWNERS as required herein the PROPERTY OWNERS may avail themselves of any action, legal or equitable, that are available to protect their interests. 17. Upon default by BYRD BROTHERS, all terms and conditions as to reclamation, site remediation as set forth herein shall apply, including grading, road reclamation and re-vegetation. 18. BYRD BROTHERS shall cause a completion bond to be issued in a sum sufficient to cover all expenses for the performance of non-completed close out, including clean-up, grading, seeding and to partially compensate PROPERTY OWNERS for their good faith reliance in the event of default. The completion bond shall be in an amount of at least $50,000.00. 19. No action shall be taken that will disturb or alter the areas approved for a septic field as identified by a permit issued by the Dare County health Department. Said permit is marked Exhibit 5, which is attached hereto and made a part hereof. • 6 M? 20. Upon completion of all obligations and duties as required herein The Town of Southern Shores shall abandon all right, claim or ownership interest in the dredged materials. Absolute title to same shall be vested in the PROPERTY OWNERS, their heirs, successors and assigns. It is understood that reclamation of the site will necessarily involve the mixture and consolidation of the dredged materials with the soil of the PROPERTY OWNER so as to make them indistinguishable and not susceptible to separation. 21 Movement of spoils, equipment or the placement of pipe across the southern most boundary of the Owner's property located at 279 Hillcrest and the Northern most boundary of 283 Hillcrest shall not be done without the written permission of the respective PROPERTY OWNERS. 22 The PROPERTY OWNERS shall determine the maximum quantity of dredged materials to remain on their property from any phase. The PROPERTY OWNERS will advise BYRD BROTHERS of any anticipated excess to the degree possible prior to the placement of same upon their property. BYRD BROTHERS agrees to remove any excess without cost to the Owners. 23. BYRD BROTHERS agrees that the PROPERTY OWNERS may obtain a policy of legal insurance, i.e.-prepaid legal services, and pay the premiums of same from funds that are currently held in escrow with David B. Parks. Any such policy may, in the discretion of the PROPERTY OWNERS, be kept in full force and effect for a period of five (5) years form the date of execution of this Agreement. Sufficient funds for the payment of the premiums shall be retained by the said attorney in an amount to satisfy the requirements hereof. 24. Should an agreement, be reached between BYRD BROTHERS andlao- T-BtS&with any other property owner(s )on Hillcrest Drive that is based upon this Agreement and this yields more compensation for agreed upon herein then PROPERTY OWNERS shall be paid an additional amount equal to the difference. 25. This Agreement may be reproduced or copied. Any reproduction or copy of same shall be given the same legal force and effect as an executed original This Agreement is dated May 28, 2010. • 7 • BYRD BROTHERS Emergency Services, LLC _)? I (SEAL) BY Title 4 nvnrq Foa _PyAD 5 (SEAL) CAROL A. ECK, Property Owner STATE OF NORTH CAROLINA County of Dare, to wit THIS DATE did personally appear before me the undersigned Notary, in my State and County aforesaid, JOHN F. ECK and CAROL A. ECK, who are personally known to me, and who subscribed to and acknowledged their execution of the foregoing Agreement. GIVEN LNDER my hand and Seal this 28th day of SEAL/Stamp E \?1?t111 t l l l ` 44b s -v. pG Y cn C?U • .... • \\\? My commission expires: 6/04/14 8 2010 B. Parks, SK, Notary K? • - Filed Book; 1709 Pay*: 404 Doc Id: 6210074 11/28/2008 04:10PM Doe Code: DEED Receipt N: 177200 BARBARA M GRAY, REGISTER OF DEEDS DARE CO, NC EXEMPT 6!.1 7o of 2 DARE COUNTY TAX }1 /28/2006 04:10P COLLECTOR `? . Prepared by: AIR ?NTY ED Da A. wis, This Deed is made on November\ j , 2006, BETWEEN ?? MICHAEL A. GEORGE and JANE A\ GEOR , H/W whose address is 20 Beechnut Drive Long Valley, New J 53 referred to as the Grantor, AND MICHAEL A. GEORGE JANET A. ORGE -Trustees of the "Michael and Janet George Revocab U/ ebruary 9, 2006 whose post office address is c/o 20 Beechnut D 've, Long Valley, New Jersey 07853 referred to as the Grantee. The words "Grantor" and "Grantee" shall mean all Gran s all Grantees listed above. Transfer of Ownership. The Granto an c eys (transfers below to the Grantee. This transfer made oJth s f ero Dollars ($0 40)ership of) the property described J? The Grantor acknowledges receipt of this money. Tax Map Reference. icip ]I o Southern Shores Block 94 Lot 5 el No. 021410000 Property, The rt ons. s 1 d and all the buildings and structures on the land in the Town of Southern Shores, To ip o t tic, my of Dare and State of North Carolina. The legal description is: BEING known and i of 5, ek 94 as shown on that certain map or plat entitled "Soundside Block 94, Southem Shore y aw C by S F. Crank, Jr., Re i to Land ompany, Owner, Kitty Hawk, North Carolina" dated June 1965, prepared eyor, and recorded in Book 2 at Page 268 in the Public Registry of Dare County, North Carolin . BEING more co only o n as 283 Hillcrest Drive, Southern Shores North Carolina. BEING the same r ises c eyed to Grantors herein from Jeffrey, M. and Trudy M. Breed, H/W by Deed dated March 41 20 cor n March 5, 2002 in Book 1417 at Page 380 in the Public Registry North Ca 1' of Dare County, TO H d to hold a above described lands and premises together with all the privileges and appurtenances e to on . g unto the said parties of the second part, their heirs and assigns, in fee simple forever. AND th -1 i1 arties of the first part, for themselves and their heirs, to and wlth said parties of the second part, their heirs and assigns that they are seized of said lands in fee, hey have a g od right to convey the same in fee simple; that the same are free and clear w soev a cept as otherwise set forth herein; and that they will forever warrant and defend heltitle to the same ag ' st th ]aims of all persons whomsoever. I(IIII Ill{I IINI 111!1 IIIIII IIII 1111111111 IIII{ IIII IN 6? 28,204006 04:10P • Promises by Grantor. The Grantor promises that the Grantor has don o act to n r This promise is called a "covenant as to grantor's acts". This promise me at the G for umbehas no pal owed anyone else to obtain any legal rights which affect the property (such as b ng_ a o gage or allowing a judgment to be entered against the Grantor). y Signatures. The Grantor signs this Deed as of the date at the t f :thflr t a geWitnessed by: Signature of Notary Public ( AEL A. GEOR E Signature of Notary 4P, STATE OF NEW JERSEY COUNTY OF MORRIS I CERTIFY that on November person): (a) was the maker o tta (b) executed this D a (c) mode thi$ Deed r 0 0 as S .. JAl? T A. GEORGE A _J_ and JANET A. GEORGE, 13/W ed to my satisfaction that this person (or if more than one, each ; and actual consideration paid or to be paid for the transfer of title. \_0 Dated: November 1 2006 14I %AE'IL ORGE JANE ORGE, H/W Record and return to: Grantor, TO David A. Lewis, Esq. M and JANET GEORGE 52 Maple Avenue, I" Floor REVOCABLE TRUST Morristown, New Jersey 07960 Grantee. LICENSE AND INDEMNITY AGREEMENT THIS AGREEMENT between MICHAEL A. GEORGE and JANET A. GEORGE, Husband and Wife (hereinafter may be identified as "PROPERTY OWNERS" and BYRD BROTHERS EMERGENCY SERVICES, LLC, a Limited Liability Corporation organized and existing under the laws of the State of North Carolina (may be referred to hereinafter as "BYRD BROTHERS" and the Town of Southern Shores, North Carolina (may be referred to hereinafter as "TOSS"). WHEREAS TOSS is a body corporate and politic existing under and pursuant to the laws of the State of North Carolina, WHEREAS, BYRD BROTHERS is a limited liability company with offices at 5164 Lamm Road, Wilson, North Carolina 27893 that has been engaged by Sampson Cor_tracting, Inc. to supervise and facilitate certain dredging operations within the confines of the limits of the TOSS, and more particularly described in the site plan for Canal Maintenance Dredging Project, Phase One Exhibit 1,( incorporated herein by reference and made a part hereof), (hereinafter may be referred to as "the project"). WHEREAS, PROPERTY OWNERS, Michael A. George and Janet A. George, are the owners of certain property located at 283 Hillcrest Drive Southern Shores, Dare County, North Carolina and more particularly described as Lot 5, Block 94 as recorded in Deed Book 1709 at page 0404, Dare County Registry (the "PROPERTY"). WHEREAS, BYRD BROTHERS desires to use OWNER'S PROPERTY upon which to permanently place dredging spoils and other materials generated in connection with the Project, thereby on their behalf and on behalf of all other entities, corporate and politic, in accord with, and associated or allied with them, and not objecting thereto, and to invest ownership of the spoils so placed in the said owners, their successors, heirs and assigns, absolutely. WHEREAS, the PROPERTY OWNERS agree to grant permission to BYRD BROTHERS to come upon that portion of the PROPERTY OWNERS property designated for the project and do all things reasonably necessary in preparation for the dredging of the canals and generating spoils. Thereafter spoil produced during the performance of Phase One of the Project may be permanently placed and deposited on said property in accord with the site plan. The dredging spoils shall consist of sand and other such materials and placed at the direction of BYRD BROTHERS or as further provided for hereinafter. WITNESSETH: In consideration of BYRD BROTHERS being allowed to permanently deposit dredging spoils on said property, and in consideration of PROPERTY OWNERS 1011 nw • receiving dredging spoils and ancillary work that must be performed thereon, including but not limited to grading, reclamation, grassing and seeding and the other mutual promises, covenants and understandings as made between BYRD BROTHERS and PROPERTY OWNERS, as set forth herein, and other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, BYRD BROTHERS and the PROPERTY OWNERS (hereinafter may be referred to as "the parties") agree as follows: ARTICLE I PERMITTED ACTIVITIES 1. BYRD BROTHERS/TOSS may use those portions of the PROPERTY for the conducting of the Project as depicted and set forth in more detail in Exhibit 1 2. The PROPERTY OWNERS shall permit BYRD BROTHERS or its assigns, successors, or agents to place on their PROPERTY dredging spoils and related materials produced as a result of the performance of Phase One of the Project. It is further agreed that, at the PROPERTY OWNERS request, the location of the spoil materials and the final grade shall be in conformity with and as described and depicted in the grading plan marked Exhibit 2 which is incorporated herein by reference and made a part hereof, 3. PROPERTY OWNERS shall permit this use of the Property for the complete duration of Phase One and PROPERTY OWNERS shall have the option of continuing this Agreement for Phase Two and Phase Three of the Project, although it is not known at the time of the execution of this Agreement if BYRD BROTHERS will participate in additional Phases. 4. Except as further set out herein, the PROPERTY OWNERS shall permit BYRD BROTHERS, its personnel, successors and assigns, state inspectors and other necessary personnel the right of entry upon the property to perform, conduct and implement the Project Plan. Access to the property shall be limited to those individuals or groups identified by BYRD.BROTHERS as set forth in Exhibit 3. A list of authorized personnel shall be maintained by BYRD BROTHERS . BYRD BROTHERS may modify the list in its discretion but shall notify the PROPERTY OWNERS weekly of any additions or deletions thereto or therefrom. (The initial version of Exhibit 3 is attached hereto, incorporated herein by reference and made a part hereof). All others shall be considered to be trespassers regardless of the point of entry. 5. Enforcement and control of access shall be vested in BYRD BROTHERS. This shall not operate to preclude the PROPERTY OWNERS and their invitees from access to the site. BYRD BROTHERS may erect such fences and protective barriers, markers and signs as they deem necessary to identify the job site and to restrict access thereto. Control of access and the restrictions to the property shall commence at the beginning of the execution of this Agreement, and continue for 60 days after completion of all work as required or allowed herein. 2 PLO^- 9?A44%1? 11 6. PROPERTY OWNERS grant BYRD BROTHERS and authorized necessary personnel access to the property via the unimproved driveway located upon the extreme northern property boundary of 279 Hillcrest Drive. BYRD BROTHERS agrees to upgrade and maintain the road consistent with the type and volume of traffic, and to repair any damage created at the intersection of the un-improved road with the TOSS road (Hillcrest) if required by TOSS. 7. BYRD BROTHERS may assign its rights granted in this Agreement to other persons or entities to which assignment the PROPERTY OWNERS agree. ENVIRONMENTAL CONDITIONS 1. All work performed by BYRD BROTHERS shall be in compliance with the specific permit requirements and conditions as established by the Coastal Area Management Act (CAMA) and all subsidiary agencies having jurisdiction over any part of the operations to be conducted, including NCDENR departments of soil and water qua`ity. 2. The work to be performed hereunder shall include construction of berms and the permanent placement of spoil materials dredged from the canals on the PROPERTY OWNERS property. • 3. TOSS established the requirements and specifications for the Project. TOSS is the holder of the State permit approving the dredging plan. As permittee TOSS has the joint and several responsibility for assuring the performance of the Project as required by permit conditions and engineering specifications. 4. The PROPERTY OWNERS are relying upon the assurances, knowledge, representations and expertise of BYRD BROTHERS and TOSS that the dredged materials are suitable for placement upon their property, and their property is suitable to receive same as a spoil disposal area. It is further understood agreed that the PROPERTY OWNERS have no independent knowledge of the content or constituent parts of the dredged materials themselves. BYRD BROTHERS and/or TOSS shall defend, represent the interests of and indemnify the property OWNERS in the event that any violation of the Comprehensive Environmental Response Compensation and Liability Act of 1980, 32 USCA §§ 9601-9675 ( CERCLA), as amended by the Super Fund Amendments and Reauthorization Act of 1986 (SARA) are alleged or action thereunder initiated . INSURANCE REQUIREMENTS 4. BYRD BROTHERS agrees to provide PROPERTY OWNERS a certificate of insurance listing the PROPERTY OWNERS as additional insured with the • coverage and limits as set forth on the Certificate of Liability Insurance, a copy of which 3 ?U is marked Exhibit 4 and attached hereto and made a part hereof by reference. Liability insurance shall be maintained for the protection of the PROPERTY OWNERS during their maximum period of liability or exposures resulting from the activities permitted herein. SITE CLOSURE. 1. Final grade will be subject to the approval of the PROPERTY OWNERS. The grading shall be in accord with the Grading Plan marked Exhibit 2 which is attached hereto and incorporated herein by reference. 2. Upon satisfactory completion of grading, the Property will be seeded with seasonal grasses and a minimum coverage of at least 80% maintained through two complete growing seasons. 3. Improvements to the access road made by BYRD BROTHERS, at the discretion of the PROPERTY OWNERS may be retained or reclaimed. Any fill, grading, or changes made to the access road shall be done in a manner to prevent diverting water from the TOSS road onto PROPERTY OWNERS property. INDEMNITY 1. BYRD BROTHERS shall indemnify and hold harmless the PROPERTY OWNERS from loss for claims, damages, and expenses arising out of or resulting from performance of BYRD BROTHERS work on the Project, whether such claims, losses, damages or expenses are a direct, indirect or consequence of the performance of the acts as allowed or contemplated herein. 2. It is specifically agreed and within the contemplation of the parties and as part of the bargained for valuable consideration in support of this Agreement that BYRD BROTHERS will defend or cause to be defended any action brought by any and all third parties against the PROPERTY OWNERS, their agents or assigns resulting from their entering into, performing or exercising rights in accord herewith. ARTICLE II MISCELLANEOUS PROVISIONS The provisions of Article I notwithstanding, the provision of Article II, shall take precedence in the event of a conflict or ambiguity. 1. BYRD BROTHERS and the Town of Southern Shores warrant that all required permits have been applied for, granted or will soon be applied for • 2. Use of the PROPERTY OWNERS property for Phase Two and/or Phase 4 • Three is not contemplated herein. As such, the PROPERTY OWNERS participation in Phase two and/or Phase Three is a subject of future negotiations. Any future participation will be dependent upon reaching satisfactory Agreement as to compensation and all insurance and other indemnifications as set forth herein and any Exhibits. All other conditions and obligations appertaining to Phase One would apply to Phases 1'wo and/or Three. 3. BYRD BROTHERS and TOSS shall not unilaterally make changes to any requirements and/or conditions of this agreement, including those required by any State Agency without the consent of the PROPERTY OWNERS. 4. BYRD BROTHERS shall exercise extreme care to protect the tress and other growth as depicted in the engineering drawings in Exhibit 1. 5. BYRD BROTHERS in cooperation with TOSS shall promptly respond appropriately to any inquiries, threats, written or verbal, and shall make a good faith effort to resolve then without harm or any expense to the PROPERTY OWNERS. 6. BYRD BROTHERS shall make reasonable efforts to minimize or reduce any stench from decaying matter produced by dredging and deposited on the property. 7. A lockable gate shall be installed at the intersection of the access road and the TOSS/Hillcrest Drive right of way The gate shall be closed and locked unless it is needed for ingress or egress by BYRD BROTHERS or their authorized personnel. 8. BYRD BROTHERS shall provide trash and refuse containers and the work area shall be cleaned up daily. The work area shall be maintained in as neat and orderly manner as nearly as possible. 9. Portable Toilets are required and shall be placed out of the public's view. 10. Nails, placards or signs shall not be attached to any tree or shrub on owner's land. Only those areas indicated in the Project Plan drawings may be used by BYRD BROTHERS and TOSS. All other areas are reserved for the Owner's use. 11. The PROPERTY OWNERS, TOSS and BYRD BROTHERS shall execute/approve final grading plan as depicted in Exhibit 2. 12. PROPERTY OWNERS shall be provided an opportunity to review the modified final contract and Project Drawings and specifications between BYRD BROTHERS and the TOSS. 13. One of the PROPERTY OWNERS house, is located at 283 Hillcrest Drive, Southern Shores. That house is in a summer rental program between May 30, 2010 and September 5, 2010. BYRD BROTHERS agrees not to engage in any activities that 5 1*1 91 would serve to interfere with any rights to quiet and peaceable enjoyment of the premises by renters without the said PROPERTY OWNERS consent. BYRD BROTHERS shall reimburse the PROPERTY OWNERS for any loss of RENTAL income resulting from the use of the property in accord with this agreement. 14. This Agreement may be terminated or cancelled upon written agreement between the PROPERTY OWNERS and BYRD BROTHERS. In such event no compensation paid to or on behalf of the PROPERTY OWNERS shall be demanded or paid. 15. This Agreement shall be effective upon execution and when all Exhibits m are prepared, available and initrialed. Execution shall be when both BYRD BROTHERS and PROPERTY OWNERS sign and date same along with any available attachments and the payment of compensation as agreed upon to the PROPERTY OWNERS has been made. This Agreement shall terminate on April 30, 2011 However, the PROPERTY OWNERS may extend the end/completion date if caused by weather or other circumstances over which BYRD BROTHERS has no control. Said extensions shall not be granted for any situation resulting from the performance of any other Phase without prior, written from TOSS and written approval from Owners. • 16. This Agreement shall terminate regardless of the status should BYRD BROTHERS and/or TOSS be found in violation of any permit requirement and not notify the PROPERTY OWNERS verbally within 48 hours and in writing within the time as specified for the abatement of the violation and of the plan to remedy same. Notification to the PROPERTY OWNERS shall be the duty of BYRD BROTHERS and TOSS. In the event that BYRD BROTHERS and/or TOSS fail to notify the PROPERTY OWNERS as required herein the PROPERTY OWNERS may avail themselves of any action, legal or equitable, that are available to protect their interests. 17. Upon default by BYRD BROTHERS, all terms and conditions as to reclamation, site remediation as set forth herein shall apply, including grading, road reclamation and re-vegetation. 18. BYRD BROTHERS shall cause a completion bond to be issued in a sum sufficient to cover all expenses for the performance of non-completed close out, including clean-up, grading, seeding and to partially compensate PROPERTY OWNERS for their good faith reliance in the event of default. The completion bond shall be in an amount of at least $50,000.00. 19. No action shall be taken that will disturb or alter the areas approved for a septic field as identified by a permit issued by the Dare County health Department. Said permit is marked Exhibit 5, which is attached hereto and made a part hereof. • 6 ?w • 20. Upon completion of all obligations and duties as required herein The Town of Southern Shores shall abandon all right, claim or ownership interest in the dredged materials. Absolute title to same shall be vested in the PROPERTY OWNERS, their heirs, successors and assigns. It is understood that reclamation of the site will necessarily involve the mixture and consolidation of the dredged materials with the soil of the PROPERTY OWNER so as to make them indistinguishable and not susceptible to separation. 21 Movement of spoils, equipment or the placement of pipe across the southern most boundary of the Owner's property located at 279 Hillcrest and the Northern most boundary of 283 Hillcrest shall not be done without the written permission of the respective PROPERTY OWNERS. 22 The PROPERTY OWNERS shall determine the maximum quantity of dredged materials to remain on their property from any phase. The PROPERTY OWNERS will advise BYRD BROTHERS of any anticipated excess to the degree possible prior to the placement of same upon their property. BYRD BROTHERS agrees to remove any excess without cost to the Owners. • 23. BYRD BROTHERS agrees that the PROPERTY OWNERS may obtain a policy of legal insurance, i.e.-prepaid legal services, and pay the premiums of same from funds that are currently held in escrow with David B. Parks. Any such policy may, in the discretion of the PROPERTY OWNERS, be kept in full force and effect for a period of five (5) years form the date of execution of this Agreement. Sufficient funds for the payment of the premiums shall be retained by the said attorney in an amount to satisfy the requirements hereof. 24. Should an agreemenVbe reached between BYRD BROTHERS andfew- , - TOSS wirt}rany other property owner(s )on Hillcrest Drive that is based upon this Agreement and this yields more compensation for agreed upon herein then PROPERTY u OWNERS shall be paid an additional amount equal to the difference. 25. This Agreement may be reproduced or copied. Any reproduction or copy of same shall be given the same legal force and effect as an executed original This Agreement is dated May 28, 2010. .7 7 • BYRD BROTHERS Emergency Services, LLC (SEAL) By (SEAL) MICHAEL A. GE R E, Property Owner Qttd `'` ' a"r'_a (SEAL) JANV A. GEOR , Propeidy Owner • STATE OF NORTH CAROLINA County of Dare, to wit Title THIS DATE did personally appear before me the undersigned Nnotary, in my State and County aforesaid, MICHAEL A. GEORGE and JANET A. GEORGE and MARK S. Weirman who are personally known to me or who identified themselves to my satilsfaction and who subscribed to and acknowledged their execution of the foregoing Agreement. GIVEN UNDER my hand and Seal this 28" 1 Pip NOTARY • :?? = * * * lZy commission expires: 6/04/14 PUBLIC /,Oic FOUNT 0` "ice' ` k 4d Bftm EMERGENCY SERVICES, L.L.C. June 22, 2010 Mr. Peter Rascoe, Town Manager Town of Southern Shores 5375 N. Virginia Dare Trail Southern Shores, NC 27949 Re: Letter of Authorization Canal Maintenance Dredging Project Town of Southern Shores Southern Shores, Dare County, North Carolina Dear Mr. Rascoe; Byrd Brother Emergency Services, L.L.C. (Byrd Brothers) gives the Town of Southern Shores permission to apply for permits on properties in Southern Shores upon which Byrd Brothers has License and Indemnity Agreements with the owners of property upon which the disposal of spoils generated by the maintenance excavation of the access channel and canals are proposed to be deposited. Sincerely, Bryd Brothers Emergency Services, L.L.C. Byrd, Manager/Member is 5164 Lamm Rd. I Wilson, NC 27893 1 www.byrdbrothers.com T 252.293,4488 1 F 252.293.4490 Date • Rowboat Dock & Dredge Company Project Protocol for Monitoring Effluent Discharge Phase 1, Canal Maintenance Dredging Project Project Number: P980A3.12 Town of Southern Shores, Dare County, NC Dated: 24 June 2010 The following monitoring protocol will be utilized by Rowboat Dock & Dredge at the Hillcrest Disposal Area Site to monitor the water quality associated with the effluent discharge from the Secondary Settling/Polishing Basin into the canals of The Town of Southern Shores. The purpose of this effluent monitoring plan is to insure that those works performed are conducted in compliance with 15A NCAC 02B .0211, "Fresh Surface Water Quality Standards for Class C Waters", Section K. The purpose of this protocol is to prevent a significant increase in turbidity outside the area of construction or construction- related discharge. Increases such that the turbidity in the receiving waters is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. Works will be further performed in accordance with North Carolina General Permit No. NCG520000 allowing discharge in-stream sand mining wastewater, associated storm water and similar wastewaters under the National Pollutant Discharge Elimination System. Effluent is defined as "runoff' from sand dredging operations and/or discharge from the retention pond(s). The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: • 10 NTU in streams, lakes and reservoirs designated as trout waters 25 NTU in all lakes, reservoirs and all salt waters 50 NTU in all other streams and surface waters. If turbidity exceeds these levels as a result of background conditions, the discharge cannot cause any increase in the turbidity of the receiving water. Sticks, leaves and other debris removed by dredging shall not be returned to surface waters. There shall be no discharge of floating solids or visible foam in other than trace amounts. The Monitoring Plan is as follows: 1. Constituents to be monitored: pH Turbidity 2. Documented Monitoring (Location and Frequency): A. Prior to work start each day, one (1) background sample will be taken and recorded prior to the start of dredging. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. B. Three (3) additional production water samples will be taken and recorded from the same location during each day of active dredging. In the event that no dredging is performed during a given 12-hour work period, no water quality samples will be recorded. • C. The first of the three daily production water samples will be taken within the first 30 minutes after water is discharged from the polishing pond into the receiving Page I of 2 Created on 6/24/201011:07:00 AM 11 waters. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. D. The second of the three daily production samples will be taken and recorded during the middle of the dredging day or a minimum of 4 hours and maximum of 6 hours after the first sample has been taken. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. E. The third of the three daily production samples will be taken and recorded within 30 minutes of the end of the dredging day when the dredge is secured for the period. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. F. In the event that weather, mechanical or other delays preclude meaningful production during a normal 12 hour work period, then such delays will be noted in the monitoring record. In this event, samples applicable to the actual production window will be taken and recorded. G. The sampling location has been identified with an "A" on the attached drawing. 3. Un-documented Monitoring: A. Throughout the project the Contractor will monitor the turbidity within the Primary basin and Polishing pond in order to adjust the rate of polymer injection at the flocking station. B. Samples will also be taken at any time a substantial change in turbidity or color is observed in the receiving waters. 4. Sample Method: Grab Sample 5. Frequency of Reporting: A. The discharge turbidity levels will be reported on a daily basis on the attached form. An onsite log book will be maintained by the contractor and will be available for review by the designated representative of the Town of Southern Shores. Using this protocol, The Town, at its discretion, may perform additional sampling and quality assurance monitoring, provided that such work does not interfere with those works being performed by the Contractor. Res ectfully submitted Robert O. Wilson, President • Rowboat Dock & Dredge Page 2 of 2 Created on 6/24/2010 11:07:00 AM • Town of Southern Shores Turbidity Report Dredging Project 2010 - Phase 1 Contractor: Rowboat Dock & Dredge 0 Week starting on: Submitted by: Date Sample Number Time PH Turbidity (PPM) Notes Background 1 2 3 Background 1 2 3 Background 1 2 3 Background 1 2 3 Background 1 2 3 Background 1 2 3 Background 1 2 3 0 rI Rowboat Dock & Dredge Company Project Protocol Booster Pump Monitoring Phase 1, Canal Maintenance Dredging Project Project Number: P98033.12 Town of Southern Shores, Dare County, NC 24 June 2010 In the event that a booster pump is required, the following booster pump monitoring plan will be utilized at the Loblolly Marina Site during Phase 1 of the Canal Dredging Project. If a booster pump is used, the following procedures will be implemented as part of the operation of the booster pump: 1. At all times during the operation of the booster pump an operator will be onsite monitoring the operation/performance of the pump. 2. In addition to operating the booster pump, this employee will be responsible for monitoring the integrity of the dredge pipeline and watching for any leaks or breaks that may occur. 3. If a leak or break is discovered in the pipeline, the employee will immediately shut down the dredging operation and affect the necessary repairs. i Respectfully submitted, Robert O. Wilson, President Rowboat Dock & Dredge Page 1 of 1 Created on 6/24/2010 10:31:00 AM Rowboat Dock & Dredge Company Project Protocol Evaluating a new Polymer Phase 1, Canal Maintenance Dredging Project Project Number: P98033.12 Town of Southern Shores, Dare County, NC 24 June 2010 If the project requires the evaluation of a polymer not yet approved by the NCDENR the following protocol will be utilized to field test the unapproved polymer: When a dosage of polymer is determined and work has begun, an Acute Toxicity (pass/fail) Test using mysidopsis Bahia or other organism, as approved by NCDENR Toxicologist Cindy Moore, shall be conducted. Tests shall use the following dilutions: 100%, 75%, 50%, 25% and 12%. One (1) sample shall be taken immediately with three (3) additional tests evenly spaced over the life of the project. All questions pertaining to the toxicity test should be directed to Cindy Moore at (919)743-8442. 2. If there is a significant dosage change or a change in the polymer, then the initial test will be taken again and the Town should communicate the time remaining in the work to the Division of Water Quality personnel at the Washington Regional Office and the number of additional tests shall be determined. 3. Records of polymer type and dosage will be maintained for inspection. Copies of these test results will also be provided to the Town upon completion by the laboratory. • Respectfully Submitted rc; ?, -(-? Robert O. Wilson, President Rowboat Dock & Dredge CJ Page I of I Created on 6/24/2010 11:14:00 AM Project Narrative Phase 1 - Canal Maintenance Dredging Project Town of Southern Shores, Dare County, North Carolina June 24, 2010 General The Town of Southern Shores (TOSS) contracted with Sampson Contracting, Inc.(Sampson), to perform the maintenance dredging on the Phase 1 portion of the Town's canal system during the 2009-10 dredging cycle. Phase 1 dredging includes the portions of the waterways know as the Outside Channel (OC), Inside Channel (IC), Channel A (CA) and Channel B (CB). Please see the attached plan sheet, sheet 2 of 5, which illustrates the waterway system with the descriptive nomenclature listed above. The Contractor failed to complete the dredging in accordance to the Contract and the Town has found the Contractor to be in Default of the Contract. Byrd Brothers Emergency Services, L.L.C. (Bryd), through a teaming agreement with Sampson has agreed to perform the work during the 2010-11 dredging cycle under the original contract at no additional cost to the Town. The current set of permits address the dredging of the Phase 1 portion of the canals by the hydraulic method with treatment and disposal of the dredge fluid and spoils at the North Marina site owned by the Southern Shores Civic Association. This location was secured through the modification of the original permits which were obtained for the site know as the Stone site also located in Southern Shores. Due to the failures by the original contracting team to complete the project as they proposed the dredge spoil de-watering and disposal site must be moved to a new location. The new disposal site is located on three (3) residential parcels located on the west side of Hillcrest Drive in Southern Shores. The center of the disposal site is located approximately at Latitude 36°08' 10"N and Longitude 75°44'30"W. This disposal site was considered by the original permit application processed back in 2007. Byrd has secured the right to use these parcels from each individual property owners through a License and Indemnity Agreement unique and specific to each property, copies of which have been attached. Byrd has also provide authorization to the TOSS to pursue permits associated with the maintenance dredging project on these parcels, via written letter, a copy of which has also been attached. Since both the method of handling the dredge spoil and the spoil and de-watering locations have is changed the TOSS is pursuing a modification to the permits to address these items. The party financially responsible for all land disturbing activities associated with this project is the Town of Southern Shores, 5375 N. Virginia Dare Trail, Southern Shores, NC 27949. The contact person for the Town will be the Dredging Project Manager, Mr. Tom Bennett. Mr. Bennett's cell phone number is (252)691-5996. The following sections will describe in greater detail the use and configuration of each site. The Dredge Spoil De-watering Site - Hillcrest Disposal Area The Hillcrest Disposal Area is comprised of the western portion of three (3) residential parcels located on the west side of Hillcrest Drive. The Landowners of Record are as follows: 1. Benjamin Chandler Spawr & Martha M. Spawr Lot 3, Block 94, Southern Shores, Soundside P.O. Box 2012 Kitty Hawk, NC 27949 Pin Number: 9868 13 24 1121 D.B. No.: 1367 Page No.: 182 2. Jack F. Eck & Carol A. Eck Lot 4, Block 94, Southern Shores, Soundside 279 Hillcrest Drive Southern Shores, NC 27949 Pin Number: 9868 13 23 0204 D.B. No.: 1313 Page No.: 325 3. Michael A. George Trustees & Janet A. George Lot 5, Block 94, Southern Shores, Soundside 20 Beechnut Drive Long Valley, NJ 07853 Pin Number: 9868 13 14 9308 D.B. No.: 1709 Page No.: 404 The latitude and longitude of the approximate center of the project area are 36°08'11"N and 75°44'30"W. Please see the attached USGS quadrangle section attached to this narrative. In order to prepare the site for the project it must be cleared, grubbed and rough graded. The de-watering system has been designed by Rowboat Dock & Dredge Company (RBDD). The system is comprised of the following items: 0 1. Primary Settling Basin - this earthen basin has approximately 25,765 cu.yds of storage with . two (2) internal diversion baffles with end oriented turbidity curtains. Effluent leaves this basin by way of a suction platform which collects the supernatant. A geotextile membrane will be incorporated into the berm wall to add structural stability. The influent pipe has been positioned so that is discharges 50 feet away from the berm wall. A secondary influent pipe from a recycle line has been positioned within the Primary Settling Basin also having a discharge 50 feet away from the berm wall. 2. Polymer Station - The Polymer Station is the location where polymers will be introduced into the de-watering system. An 8" diesel transfer pump will suction supernatant from the Primary Settling Basin and deliver it through the pipe serpentine. The polymer will be dosed on the front end of the serpentine and will mix with the dredge fluid supernatant within the pipe network. Turbidity will be monitored continuously and the polymer concentration will be adjusted in accordance with the recorded turbidity. The polymers utilized will either be a polymer that appears on the approved list of polymers published by the State or will undergo the toxicity evaluation outlined in the document entitled "Project Protocol Evaluating a new Polymer" as developed by RBDD. A copy of this document has been attached. 3. Secondary Settling/Polishing Basin - The Secondary Settling Basin will have approximately 4,892 cu.yds. of storage. This basin will be responsible for providing additional detention and contact time for polymerized fluid. This basin contains two internal diversion baffles with end oriented turbidity curtains. Fluid will leave this basin through a standard flashboard riser with stop logs. The effluent pipe will outlet back to the canal with the end of the discharge pipe being below normal liquid level. 4. Recycling System - A recycling system has been incorporated into this design. If the effluent exceeds the turbidity limit the effluent pipe will be closed via a valve and flow will be recycled back to the second "chamber" of the Primary Settling Basin. By recycling the flow both the detention time and polymer contact time are increased while no flow is being discharged back to the receiving stream. The dredging work will begin in the interior canals. The interior canals contain a higher percent organic material. By beginning in the interior, where the organic content poses the potential for more turbid water, the Contractor will have the largest volume within the de-watering system by which to attenuate the particulate matter. The total area of disturbance on the tract is 3.98 acres. The limits of disturbance have been illustrated on the attached plans. The entire project area is to be ringed in silt fence. A temporary gravel access drive has been proposed on the property of Jack and Carol Eck. All ingress and egress for this project will be through this access drive. The gravel drive serves to both stabilize the sloping driveway and to provide a location for sediment to be knocked from truck wheel treads prior to be deposited on a town road. • Once the hydraulic dredging operation is concluded the site will be decommissioned. No spoil material will leave this site, therefor eliminating concerns of off site sedimentation. The spoil • material will be blended with the berm material and graded out in accordance with the final grading plan, see drawing sheet 4 of 5. The entire disturbed area will be seeded in accordance with the general seeding specification. Silt fence, which rings the entire site, will be left in place until vigorous vegetative growth occurs. Erosion control fabric will be utilized in a few areas where the proposed finished grade slopes lend themselves to the potential for escarpment formation. Although no booster pumps are proposed at this time, two (2) potential booster pump sites have been identified. Booster pumps can be situated on land at both the North Marina Site and the Loblolly Marina site, both of which are owned and maintained by the Southern Shores Civic Association (SSCA). North Marina Site The SSCA North Marina site is located on Marina Circle Drive, a private lane owned and maintained by the SSCA. This site lies adjacent and to the west of South Dogwood Trail. The latitude and longitude of the approximate center of the project area are 36°07'36"N and 75°44'35"W. The pin Number for this parcel is 9868 17 10 5589. A USGS quadrangle of this area has been attached. This marina has a boat ramp that will provide the primary access point into the canal system. The access road is paved in asphalt. 0 Loblolly Marina Site The Loblolly Marina is owned and maintained by the SSCA and is located at the end of Loblolly Drive. The latitude and longitude of the approximate center of the project area are 36°07'37"N and 75°44'27"W. The pin Number for this parcel is 9868 17 20 3728. A USGS quadrangle of this area has been attached. A protocol document entitled "Project Protocol Booster Pump Monitoring" has been prepared by RBDD which outlines the proposed monitoring of any booster pumps utilized in this project. Please see the attached copy of this document. Work is slated to begin in September of 2010. Although the actual dredging cannot begin until October 1, 2010, other project work including, but not limited to, the construction of the Primary and Secondary Settling Basin, the Polymer Station, temporary access roadway and the fusing of pipe will likely begin sometime in September of 2010 in advance of and to be ready to begin dredging immediately at the beginning of the allowed dredge window. Soil Erosion & Sedimentation Control Measures 1. Dredge Spoil De-watering Site 0 Silt Fence • Silt Fence will be installed around the perimeter of the entire dredge spoil disposal site. According to the guidelines for placing silt fence, site drainage areas are limited to 1/4 acre per 100ft. of fence and the area is further restricted by slope steepness. The total area of disturbance is approximately 4 acres, broken into quarter acre increments this site would require a minimum of 1,600 linear feet of silt fence to comply with the limits. 1,764 linear feet of silt fence has been proposed for use at the Hillcrest Disposal Area which will allow the project to have a limits of disturbance of 4.41 acres (1,764 l.ft./100 ft. x 0.25 acres). Under the proposed Hydraulic Dredging method, the slope to be installed as part of the earthen containment berm is approximately 67% or a 1.5:1 slope. The slope steepness criteria for slopes that are greater than 20% would limit the height of the adjacent berm to a maximum height of 15 feet above the fence. The maximum height of the proposed berm is 10 feet above natural grade meeting this basic criteria. Seedi Stabilization by vegetation will be the most widely utilized method of soil erosion & sedimentation control measures. Contractors will be required to follow guidelines that require that permanent seeding occur after the completion of any phase of grading or within 15 days of land disturbance activities. Contractors must also ensure the vegetative stabilization of the exterior of the earthen containment berm throughout the duration of the project. The interior of the earthen berm will be • reinforced with a geotextile fabric. Erosion Control Entrance/Exit A new temporary gravel road will be constructed to access this site. Please see the attached plans. This road will act to control both erosion and sedimentation. A copy of the Erosion & Sedimentation Control Specifications - Section 02370 have been attached to this submission. Temporary Impervious Surfaces This project will have some temporary impervious surface. The impervious surface includes a temporary gravel access drive at the Hillcrest Disposal Area. Stone parcel ABC temporary access drive = 6,172 sq.ft. = The total temporary impervious surface. The project area is 3.98 acres (173,446 sq.ft.) The total percent coverage of temporary coverage is equal to (6,172 sq.ft./173,446 sq.ft.)x100 = 3.56%. In comparison the following exert was taken from the narrative of the previously permitted project at the Stone Parcel and Duckwoods County Club (DWCC). is The proposed impervious surfaces include the following areas: Stone parcel ABC temporary access drive = 6,910 sq.ft. Azalea Lane Parcel temporary access drive - 13,160 sq.ft. Stone Parcel Reinforced Membrane Liner = 106,126 sq.ft. The total temporary impervious surface = 126,196 sgft. The project area listed on Form SWU-101 is the total area of disturbance listed on the Ownership /Financial Responsibility Form, or 6.72 acres (292, 724 sgft.) The total percent coverage of temporary coverage is equal to (126,196 sq.ft.1292,724 sq.ft.)x100 = 43.11%. All proposed temporary impervious surfaces will be removed at the conclusion of the dredging project. All proposed temporary impervious surfaces will be removed at the conclusion of the dredging project. As can be seen from the information above, both the total proposed temporary impervious surface and the percent coverage at the Hillcrest Disposal Area are significantly less that those values proposed and previously permitted at the Stone/DWCC parcel. Discussion of Soil Erosion and Sedimentation Control Permit Fees The following Table is a comparison of the total number of parcels involved in the previous • permitting process and the parcels to be involved in this latest effort. The Table compares the parcels and the Area of Disturbance per parcel between the two project disposal methods and project areas. Table 1 - Disturbed Area Camnarican C-I Parcel Description Total Disturbed Area Proposed Parcel Description Total Disturbed Area Proposed Stone Parcel 3.52 acres Hillcrest Area 3.98 acres Azalea Lane/Davis Parcels 0.62 acres North Marina 0.047 acres Loblolly Marina 0. 114 acres DWCC Disposal Site #1 0.60 acres DWCC Disposal Site #2 1.45 acres DWCC Disposal Site #3 0.37 acres Total 6.72 acres Total 3.98 acres The original project involved the disturbance of 7 acres and the currently proposed project requires the disturbance of 4 acres. The original permit fee was $455.00. A project disturbing 4 acres would require a fee of $260.00. No additional fee should be required at this time. Discussion of the Low Density Stormwater Permit Modification A Low Density Stormwater Permit, Permit No. SW7090805, has been obtained for this project The improvements proposed for the Hillcrest Disposal Area are significantly less than those at the Stone Site. Due to less impervious surface and a lower percent coverage this permit can be modified readily. Conclusion As we embark on this renewed effort to complete the Phase 1- Canal Maintenance Dredging Project the following statements still hold true. Soil Erosion and Sedimentation Control issues are paramount concerns for the Town and its citizens. The Contract Bid Documents indicate that the work is subject to all conditions of the permits issued for this project. The Contract Bid Documents contain a significant level of detail pertaining to Soil Erosion and Sedimentation Control issues. Contractors will be required to become familiar with the language and requirements of all permits. This project will adhere to conditions outlined in the Pollution Control Act of 1973. • 0 0._0.,w 3999 3998 Ili Ion M 5* °33 roduced by the U :)ntrol by USGS* No.' rthophotomap prepai arch 2, 1977. Topoi )m aerial photograpt rveys 1980. ? Field cl !lected hydrographilc ils information is not oJe'ction and, 10,000-i W 1 i i 1 i 1 i 1 1 075°144' cited States G eolo ical Survey /NOAA, and North Car olina Geodetic Surv( W from aerial photogra ph taken raphy by photogramm" ric methods i taken 1975 and plane able ecked 1977. Map edit d 1982 late compiled from S chart 12204 (1981 Intended for navigation purposes )ot grid ticks: North Ca rolina coordinate Name: MARTIN POINT Location: 036° 07'41.7" N 075° 44' 19.6" W Date: 6/23/110 Caption: Hillcrest Disposal Area Scale: 1 inch equals 1000 feet Loblolly Marina North Marina 97, Maptech, Inc 0 0 6 X75° 4E L 0 Y U J Q 890 000 t? Z FEET ^ 1a O °o ?} `Tr o ? o CO 4000 Z O O 0 rn 0 (D CO O Z CD M O 075° 44'10.00" W, ' 075° 430.00" 3996 ?b M 6`07'30"+ 3 75'}45' 133 `35 2 970 000 FFF1 0P` roduced by the United States Geological Survey 0, ntrol by USGS. NOSINOAA, and North Ca olina Geodetic Survey MN ,QOM yge rthophotomap prepared from aerial photograph taken GN arch 2, 1977. Topography by photogramm is methods om aerial photographs taken 1975 and plane able 9 _ 1 Z urveys 1980. Field checked 1977. Map edited 1982 160 MILS, 436 42 0 O 0 m 0 co 0 o 0 elected hydrographic data compiled from NOS chart 12204 (1981) is Information is not intended for navigation purposes ? 7 MILS Z o o ° ojection and 10,000-foot grid ticks: North Carolina coordinate o o ystem (Lambert conformal conic) UTM GRID AND 19 82 MAGNETIC NORTH DECLINATION AT 000-meter Universal Transverse Mercator grid, zone 18 CENTER OF SHEET Mo 927 North American Datum o place on the predicted North American Datum 1983 ove the projection lines 11 meters south and 1 meters west as shown by dashed corner tic 075° 45' 0.00" 75° 44'0.00" 75° 43' 0.00" Name: MARTIN POINT Location: 036° 08' 10.1" N 075° 44'00.6" W Date: 6/23/110 Caption: Hillcrest Disposal Area Scale: 1 inch equals 2000 feet Loblolly Marina North Marina Copyright (C) 1997, Maptech, Inc. Tracks Name: Trk5 Distance: 1199 feet Log Points: 7 Name: Trk6 Distance: 969 feet Log Points: 6 Name: Trk21 Distance: 3004 feet Log Points: 352 Markers Name: Loblolly Marina Short Name: Lbllly Coordinates: 036° 07' 36.6" N, 075° 44'25.4" W Name: North Marina Short Name: NrthMr Coordinates: 036° 07' 31.9" N, 075° 44'37.3" W Name: Hillcrest Disposal Site Short Name: Hllcrs Coordinates: 036° 08' 12.9" N, 075° 44'25.2" W is Town of Southern Shores - Maintenance Dredging Project - Phase 1 • SECTION 02370 EROSION AND SEDIMENTATION CONTROL PART 1: GENERAL 02370-1 1.1 RELATED DOCUMENTS: a. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section. 1.2 SCOPE: a. Related Work Specified Elsewhere: Earthwork (Section 02300). b. Work Included This Section: 1. Protection of the project area and surroundings from soil erosion, runoff, sedimentation or the effects of harmful waste discharges resulting from construction operations. 2. Installation and maintenance of erosion control devices and structures and temporary seeding of disturbed areas. See Section 02920 for permanent seeding. • 3. Extent of erosion control work is shown in general on the Drawings. However, it is the responsibility of the Contractor to provide all erosion control construction required in order to comply with local and state regulations, even if not specifically shown on the Drawings or specified herein. 1.3 QUALITY ASSURANCE: a. General: Employ only experienced personnel familiar with required work. Provide adequate supervision by qualified foreman. b. Codes and Standards: Comply with applicable North Carolina Administrative Code, Title 15, Chapter 4, Sedimentation Controls (15 NCAC4), and Pollution Control Act of 1973. PART 2: PRODUCTS 2.1 MATERIAL: a. Temporary Silt Fence: Provide as per NCDOT Standard Section 893, or equivalent materials. 1. Posts: Provide either wood (3C diameter or greater x 6' long) or steel (1 3/4C wide, self- or fastener-angle type, 5' long) posts at Contractor's option. 2. Filter Fabric: 36 inch wide fabric; burlap, 6.7 oz./sq. yd., or Dominion Textile Corporation CMirafi 100XC or equivalent. . b. Baled Hay Barriers: Small grain straw or tame hay, compacted in bales with wire ties, approximate dimensions 24C x 48C x 24c, weighing minimum 45 lbs. per bale, air dried free of undesirable weed seed. Town of Southern Shores - Maintenance Dredging Project - Phase 1 02370-2 E • U C. Erosion Control Blankets: Provide either AMXCO Curlex Blankets or AMXCO Hi-Velocity Curlex Blankets by American Excelsior Company, Arlington, Tx, or approved equal, as necessary to control erosion, depending upon steepness of the slope and velocity of storm water down the slope. 1. AMXCO Curlex Blanket is a machine produced mat of curled wood excelsior of 80% six-inch or longer fiber length and of consistent thickness with the fiber mat evenly distributed over the entire area of the blanket. The top surface of the blanket is covered with a photogradeable extruded plastic mesh. 2. AMXCO Hi-Velocity Curlex Blanket is the same as the AMXCO Curlex Blanket except is thicker and both sides are covered with extra heavy duty extruded plastic mesh. 3. Wire staples for AMXCO Curlex Blanket are to be .091 minimum in diameter, U-shaped with 6C legs and 1 c minimum crown. 4. Wire staples for AMXCO Hi-Velocity Curlex Blanket are to be .091 minimum in diameter, U-shaped with 8C legs and 1 C to 2C crown. d. Seeds for Temporary Ground Cover: Labeled to show they are within the requirements of the N.C. Department of Agriculture as to purity, germination, and the restriction of prohibited weed seeds. Use seed certified to have a minimum purity of 95% and to have passed a germination test of 90% with total weed seed in mixture not exceeding 1 %. 1. 19) Temporary Seedinq Schedule (generally Oct 1- March 31)• (see plan sheet 4 of Plants & Mixtures Tall Fescue Tall Fescue & Sericca Lespedeza Tall Fescue & Browntop Millet or Sorghum - Sudan Hybrids Tall Fescue & Ryegrain (Keep annuals cut to 10C) Weeping Lovegrass Common Bermuda Grass Plantinq Rates/Acre 80-150 Ibs/acre 75 Ibs/acre 60 Ibs/acre 60 Ibs/acre July - August 30 Ibs/acre (Millet & Sorghum must be kept at 10c max. height) 70 Ibs/acre 25 Ibs/acre Nov. 1 - Jan. 5 Ibs/acre 8-12 Ibs/acre (hulled) 15-20 Ibs/acre (unhulled) Planting Dates Aug. 15 - Oct. 15 Feb. 15 - Apr. 30 Sc. Nov. 1 - Feb. Unscar April - June April 15 - June 30 Feb. 1 - March 2. Permanent Seeding: Conform to General Seeding Specifications on Sheet 4 of 19 of the plans. The permanent seeding is subject to the soil test results and soil amendments and grass species type recommended by the USDA. e. Mulch: Small Grain straw or tame hay to be applied at 75 to 100 Ibs/1000 sq. ft. or 1 112 tons/acre. f. Emulsified Asphalt: Suitable for application using liquid applicator on power mulch blower or other suitable equipment at the rate of 200 qa./ton of straw. Town of Southern Shores - Maintenance Dredging Project - Phase 1 02370-3 E g. Plain Rip Rap: NCDOT Article 942-1, Class 1 (5 - 200 lb. d 50=8C). More than 50% of the mixture shall be larger than the d50 stone size indicated. PART 3: EXECUTION 3.1 GENERAL: a. The construction sequence and scheduling of construction operations shall be an integral part of the control plan. Establish a sequence of operations that will facilitate the control of erosion: b. Limit initiation of work to the minimum area necessary to prosecute work, leaving soil cover on other areas undisturbed. C. Complete work on individual areas as quickly as possible to permit installation of planned temporary and permanent erosion control measures. d. Whenever land-disturbing activity is undertaken, plant a ground cover sufficient to restrain erosion or otherwise protect that portion of the site upon which further active construction is not being undertaken. e. Silt Basins: Silt basins, diversions and other earthwork shall be constructed in accordance with sections of the specification under Earthwork. f. Silt Fences: Set posts not more than 10 feet apart. Attach fabric to posts with bottom at or just below grade. 1. Attach filter fabric to fence and leave 6 inch skirt at bottom. Cover filter fabric skirt with compacted backfill to prevent water from washing under fence. 2. Install silt fence around each drain inlet, as new roadside swale filters on 200' intervals, and along downhill side(s) of site. g. Erosion Control Blankets: Placement of the blankets and anchoring down with wire staples shall be in accordance with published recommendations of the erosion control blanket manufacturer. 3.2 SITE GRADING OPERATION: a. Do not commence construction work until immediate and temporary soil erosion measures are installed. These temporary measures are to be installed as detailed on the approved Erosion and Sedimentation Control Plan. b. Temporary Ground Cover: Areas which will stand for over 15 days at temporary grade elevations shall be seeded with a temporary grass seed cover applied within 15 days of completing the rough grading operations. C. Areas which become eroded or do not have 75% minimum coverage of healthy grass or reveal bare spots shall be reseeded, or remulched, or renetted and watered such that the entire planted controlled erosion area contains a healthy and temporary stand of grass during the construction period. d. Permanent Ground Cover: On all ground areas that are graded to final elevations, permanent ground cover shall be established within 15 days of completing the rough grading of that area. Any temporary ground covers that exist on interim ground surfaces shall be removed prior to continuing with finish grading to prevent an undesirable mix of grass types for final grass areas. Overseeding will Town of Southern Shores - Maintenance Dredging Project - Phase 1 02370-4 not be allowed since most temporary ground covers are very hardy types and will crowd out or overshadow the finer permanent ground covers. 3.3 MAINTENANCE: a. Relocate, repair, clean out and perform any other operation necessary to maintain protective devices in effective operating condition at least once per month during construction period. 3.4 CLEANUP: a. Remove all temporary devices and cover as their presence becomes no longer required. END OF SECTION • 0 • RECEIVED COASTAL N"IANAGEMENT ELIZABETH CITY Low Density Stormwater Plan Modification Submission 0 NCDENR, DWQ 0 Quible 1g59 50 YEARS 2V9 Quible & Associates, P.C. • ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING SINCE 1959 P.O. Drawer 870 Kitty Hawk, INC 27949 Phone: 252-261-3300 Fax: 252-261-1260 June 23, 2010 Samir Dumpor NCDENR, Division of Water Quality Washington Regional Office 943 Washington Square Mall Washington, NC 27889 PRINCIPALS Sean C. Boyle, P.E. Joseph S. Lassiter, C.E.P. Eduardo J. Valdivieso, P.E. ASSOCIATES Joseph J. Anlauf, P.E. Katherine C. Marchello, P.L.S. RECEIVED COASTAL MANAGEMENT ELIZABETH CITY Re: Low Density Stormwater Permit Modification Town of Southern Shores - Phase 1 - Canal Maintenance Dredging Project Town of Southern Shores, Dare County, North Carolina Dear Samir; To follow up on our project scoping meeting conducted on June 1, 2010 at the Washington Regional • Office the following items are being submitted for your review and approval: 1. Three (3) copies of the project narrative; 2. Three (3) copies of the attached list of Landowners of Record; 3. Three (3) copies of the most current deed for Lot 3, Block 94, Southern Shores, Soundside; 4. Three (3) copies of the License and Indemnity Agreement between Benjamin Chandler Spawr and Martha M. Spawr and Byrd Brothers Emergency Services, L.L.C. 5. Three (3) copies of the most current deed for Lot 4, Block 94, Southern Shores, Soundside; 6. Three (3) copies of the License and Indemnity Agreement between John F. Eck and Carol A. Eck and Byrd Brothers Emergency Services, L.L.C.; 7. Three (3) copies of the most current deed for Lot 5, Block 94, Southern Shores, Soundside; 8. Three (3) copies of the License and Indemnity Agreement between Michael A. George and Janet A. George and Byrd Brothers Emergency Services, L.L.C.; 9. Three (3) copies of the Letter of Authorization from Byrd Brothers Emergency Services, • L.L.C., allowing the Town of Southern Shores to pursue permits for the maintenance • dredging project on the parcels of land identified within the License and Indemnity Agreements; 10. Three (3) copies of the document entitled "Project Protocol for Monitoring Effluent Discharge" as prepared by RBDD; 11. Three (3) copies of the document entitled "Project Protocol for Booster Pump Monitoring" as prepared by RBDD; 12. Three (3) copies of the document entitled "Project Protocol for Evaluating a new Polymer" as prepared by RBDD; 13. Three (3) sets of Plans, Sheets 1-5 of 5; 14. Three (3) copies of the relevant portion of the USGS Quadrangle; 15. Three (3) copies of the current Low Density Stormwater Project Permit SW7090805. This project will have some temporary impervious surface. The impervious surface includes a temporary gravel access drive at the Hillcrest Disposal Area. Stone parcel ABC temporary access drive = 6,172 sq.ft. = The total temporary impervious surface. is The project area is 3.98 acres (173,446 sq.ft.) The total percent coverage of temporary coverage is equal to (6,172 sq.ft./173,446 sq.ft.)x 100 = 3.56%. As you are aware we successfully permitted this maintenance dredging project with a different disposal area and method last year. The existing stormwater permit number is SW7090805. In comparison the following exert was taken from the narrative of the previously permitted project at the Stone Parcel and Duckwoods County Club (DWCC). The proposed impervious surfaces include the following areas: Stone parcel ABC temporary access drive = 6,910 sq.ft. Azalea Lane Parcel temporary access drive = 13,160 sq.ft. Stone Parcel Reinforced Membrane Liner = 106,126 .sq.ft. The total temporary impervious surface = 126,196 sq.ft. The project area listed on Form SWU-101 is the total area of disturbance listed on the Ownership /Financial Responsibility Form, or 6.72 acres (292, 724 sgft.) The total percent coverage of temporary coverage is equal to (126,196 sq.ft.1292,724 sq.ft.)x100 = 43.11 %. All proposed temporary impervious surfaces will be removed at the conclusion of the dredging project. • All proposed temporary impervious surfaces will be removed at the conclusion of the dredging project. As can be seen from the information above, both the total proposed temporary impervious surface and the percent coverage at the Hillcrest Disposal Area are significantly less that those values proposed and previously permitted at the Stone/DWCC parcel. The attached project narrative contains additional details pertaining to the execution of the project. Please review and approve the attached and please call with any questions. Sincerely, Quible & Associates, P.C. Joseph J. Anlauf, P.E. • encl.: as stated cc: Peter Rascoe - Town Manager Tom Bennett - Town Project Manager Eric Wainwright - Byrd Brothers Emergency Services, L.L.C. John Cece - NCDENR, Division of Coastal Management 40 Project Narrative Phase 1- Canal Maintenance Dredging Project Town of Southern Shores, Dare County, North Carolina June 24, 2010 General The Town of Southern Shores (TOSS) contracted with Sampson Contracting, Inc.(Sampson), to perform the maintenance dredging on the Phase 1 portion of the Town's canal system during the 2009-10 dredging cycle. Phase 1 dredging includes the portions of the waterways know as the Outside Channel (OC), Inside Channel (IC), Channel A (CA) and Channel B (CB). Please see the attached plan sheet, sheet 2 of 5, which illustrates the waterway system with the descriptive nomenclature listed above. The Contractor failed to complete the dredging in accordance to the Contract and the Town has found the Contractor to be in Default of the Contract. Byrd Brothers Emergency Services, L.L.C. (Bryd), through a teaming agreement with Sampson has agreed to perform the work during the 2010-11 dredging cycle under the original contract at no additional cost to the Town. • The current set of permits address the dredging of the Phase 1 portion of the canals by the hydraulic method with treatment and disposal of the dredge fluid and spoils at the North Marina site owned by the Southern Shores Civic Association. This location was secured through the modification of the original permits which were obtained for the site know as the Stone site also located in Southern Shores. Due to the failures by the original contracting team to complete the project as they proposed the dredge spoil de-watering and disposal site must be moved to a new location. The new disposal site is located on three (3) residential parcels located on the west side of Hillcrest Drive in Southern Shores. The center of the disposal site is located approximately at Latitude 36°08' 10"N and Longitude 75°44'30"W. This disposal site was considered by the original permit application processed back in 2007. Byrd has secured the right to use these parcels from each individual property owners through a License and Indemnity Agreement unique and specific to each property, copies of which have been attached. Byrd has also provide authorization to the TOSS to pursue permits associated with the maintenance dredging project on these parcels, via written letter, a copy of which has also been attached. Since both the method of handling the dredge spoil and the spoil and de-watering locations have changed the TOSS is pursuing a modification to the permits to address these items. 0 The party financially responsible for all land disturbing activities associated with this project is the • Town of Southern Shores, 5375 N. Virginia Dare Trail, Southern Shores, NC 27949. The contact person for the Town will be the Dredging Project Manager, Mr. Tom Bennett. Mr. Bennett's cell phone number is (252)691-5996. The following sections will describe in greater detail the use and configuration of each site. The Dredge Spoil De-watering Site - Hillcrest Disposal Area The Hillcrest Disposal Area is comprised of the western portion of three (3) residential parcels located on the west side of Hillcrest Drive. The Landowners of Record are as follows: 1. Benjamin Chandler Spawr & Martha M. Spawr Lot 3, Block 94, Southern Shores, Soundside P.O. Box 2012 Kitty Hawk, NC 27949 Pin Number: 9868 13 24 1121 D.B. No.: 1367 Page No.: 182 • 2. Jack F. Eck & Carol A. Eck Lot 4, Block 94, Southern Shores, Soundside 279 Hillcrest Drive Southern Shores, NC 27949 Pin Number: 9868 13 23 0204 D.B. No.: 1313 Page No.: 325 3. Michael A. George Trustees & Janet A. George Lot 5, Block 94, Southern Shores, Soundside 20 Beechnut Drive Long Valley, NJ 07853 Pin Number: 9868 13 14 9308 D.B. No.: 1709 Page No.: 404 The latitude and longitude of the approximate center of the project area are 36°08'11"N and 75°44'30"W. Please see the attached USGS quadrangle section attached to this narrative. In order to prepare the site for the project it must be cleared, grubbed and rough graded. The de-watering system has been designed by Rowboat Dock & Dredge Company (RBDD). The system is comprised of the following items: 0 1. Primary Settling Basin - this earthen basin has approximately 25,765 cu.yds of storage with two (2) internal diversion baffles with end oriented turbidity curtains. Effluent leaves this . basin by way of a suction platform which collects the supernatant. A geotextile membrane will be incorporated into the berm wall to add structural stability. The influent pipe has been positioned so that is discharges 50 feet away from the berm wall. A secondary influent pipe from a recycle line has been positioned within the Primary Settling Basin also having a discharge 50 feet away from the berm wall. 2. Polymer Station - The Polymer Station is the location where polymers will be introduced into the de-watering system. An 8" diesel transfer pump will suction supernatant from the Primary Settling Basin and deliver it through the pipe serpentine. The polymer will be dosed on the front end of the serpentine and will mix with the dredge fluid supernatant within the pipe network. Turbidity will be monitored continuously and the polymer concentration will be adjusted in accordance with the recorded turbidity. The polymers utilized will either be a polymer that appears on the approved list of polymers published by the State or will undergo the toxicity evaluation outlined in the document entitled "Project Protocol Evaluating a new Polymer" as developed by RBDD. A copy of this document has been attached. 3. Secondary Settling/Polishing Basin - The Secondary Settling Basin will have approximately 4,892 cu.yds. of storage. This basin will be responsible for providing additional detention and contact time for polymerized fluid. This basin contains two internal diversion baffles with end oriented turbidity curtains. Fluid will leave this basin through a standard flashboard • riser with stop logs. The effluent pipe will outlet back to the canal with the end of the discharge pipe being below normal liquid level. 4. Recycling System - A recycling system has been incorporated into this design. If the effluent exceeds the turbidity limit the effluent pipe will be closed via a valve and flow will be recycled back to the second "chamber" of the Primary Settling Basin. By recycling the flow both the detention time and polymer contact time are increased while no flow is being discharged back to the receiving stream. The dredging work will begin in the interior canals. The interior canals contain a higher percent organic material. By beginning in the interior, where the organic content poses the potential for more turbid water, the Contractor will have the largest volume within the de-watering system by which to attenuate the particulate matter. The total area of disturbance on the tract is 3.98 acres. The limits of disturbance have been illustrated on the attached plans. The entire project area is to be ringed in silt fence. A temporary gravel access drive has been proposed on the property of Jack and Carol Eck. All ingress and egress for this project will be through this access drive. The gravel drive serves to both stabilize the sloping driveway and to provide a location for sediment to be knocked from truck wheel treads prior to be deposited on a town road. Once the hydraulic dredging operation is concluded the site will be decommissioned. No spoil • material will leave this site, therefor eliminating concerns of off site sedimentation. The spoil material will be blended with the berm material and graded out in accordance with the final grading . plan, see drawing sheet 4 of 5. The entire disturbed area will be seeded in accordance with the general seeding specification. Silt fence, which rings the entire site, will be left in place until vigorous vegetative growth occurs. Erosion control fabric will be utilized in a few areas where the proposed finished grade slopes lend themselves to the potential for escarpment formation. Although no booster pumps are proposed at this time, two (2) potential booster pump sites have been identified. Booster pumps can be situated on land at both the North Marina Site and the Loblolly Marina site, both of which are owned and maintained by the Southern Shores Civic Association (SSCA). North Marina Site The SSCA North Marina site is located on Marina Circle Drive, a private lane owned and maintained by the SSCA. This site lies adjacent and to the west of South Dogwood Trail. The latitude and longitude of the approximate center of the project area are 36°07'36"N and 75°44'35"W. The pin Number for this parcel is 9868 17 10 5589. A USGS quadrangle of this area has been attached. This marina has a boat ramp that will provide the primary access point into the canal system. The access road is paved in asphalt. • Loblolly Marina Site The Loblolly Marina is owned and maintained by the SSCA and is located at the end of Loblolly Drive. The latitude and longitude of the approximate center of the project area are 36°07'37"N and 75°44'27"W. The pin Number for this parcel is 9868 17 20 3728. A USGS quadrangle of this area has been attached. A protocol document entitled "Project Protocol Booster Pump Monitoring" has been prepared by RBDD which outlines the proposed monitoring of any booster pumps utilized in this project. Please see the attached copy of this document. Work is slated to begin in September of 2010. Although the actual dredging cannot begin until October 1, 2010, other project work including, but not limited to, the construction of the Primary and Secondary Settling Basin, the Polymer Station, temporary access roadway and the fusing of pipe will likely begin sometime in September of 2010 in advance of and to be ready to begin dredging immediately at the beginning of the allowed dredge window. Soil Erosion & Sedimentation Control Measures 1. Dredge Spoil De-waterin Site Silt Fence Silt Fence will be installed around the perimeter of the entire dredge spoil disposal • site. According to the guidelines for placing silt fence, site drainage areas are limited to 1/4 acre per 100ft. of fence and the area is further restricted by slope steepness. The total area of disturbance is approximately 4 acres, broken into quarter acre increments this site would require a minimum of 1,600 linear feet of silt fence to comply with the limits. 1,764 linear feet of silt fence has been proposed for use at the Hillcrest Disposal Area which will allow the project to have a limits of disturbance of 4.41 acres (1,764 l.ft./100 ft. x 0.25 acres). Under the proposed Hydraulic Dredging method, the slope to be installed as part of the earthen containment berm is approximately 67% or a 1.5:1 slope. The slope steepness criteria for slopes that are greater than 20% would limit the height of the adjacent berm to a maximum height of 15 feet above the fence. The maximum height of the proposed berm is 10 feet above natural grade meeting this basic criteria. Seedm2 Stabilization by vegetation will be the most widely utilized method of soil erosion & sedimentation control measures. Contractors will be required to follow guidelines that require that permanent seeding occur after the completion of any phase of grading or within 15 days of land disturbance activities. Contractors must also ensure the vegetative stabilization of the exterior of the earthen containment berm throughout the duration of the project. The interior of the earthen berm will be . reinforced with a geotextile fabric. Erosion Control Entrance/Exit A new temporary gravel road will be constructed to access this site. Please see the attached plans. This road will act to control both erosion and sedimentation. A copy of the Erosion & Sedimentation Control Specifications - Section 02370 have been attached to this submission. Temporary Impervious Surfaces This project will have some temporary impervious surface. The impervious surface includes a temporary gravel access drive at the Hillcrest Disposal Area. Stone parcel ABC temporary access drive = 6,172 sq.ft. = The total temporary impervious surface. The project area is 3.98 acres (173,446 sq.ft.) The total percent coverage of temporary coverage is equal to (6,172 sq.ft./173,446 sq.ft.)x100 = 3.56%. In comparison the following exert was taken from the narrative of the previously permitted project at the Stone Parcel and Duckwoods County Club (DWCC). 0 The proposed impervious surfaces include the following areas: Stone parcel ABC temporary access drive = 6,910 sgft. Azalea Lane Parcel temporary access drive = 13,160 sq.ft. Stone Parcel Reinforced Membrane Liner = 106,126 sq.ft. The total temporary impervious surface = 126,196 sq.ft. The project area listed on Form SWU-101 is the total area of disturbance listed on the Ownership /Financial Responsibility Form, or 6.72 acres (292, 724 sgft.) The total percent coverage of temporary coverage is equal to (126,196 sq ft./292,724 sq.ft.)x100 = 43.11 %. All proposed temporary impervious surfaces will be removed at the conclusion of the dredging project. All proposed temporary impervious surfaces will be removed at the conclusion of the dredging project. As can be seen from the information above, both the total proposed temporary impervious surface and the percent coverage at the Hillcrest Disposal Area are significantly less that those values proposed and previously permitted at the Stone/DWCC parcel. Discussion of Soil Erosion and Sedimentation Control Permit Fees The following Table is a comparison of the total number of parcels involved in the previous • permitting process and the parcels to be involved in this latest effort. The Table compares the parcels and the Area of Disturbance per parcel between the two project disposal methods and project areas. Table 1 - Disturbed Area Cmmnnricnn • Parcel Description Total .Disturbed Area Proposed Parcel Description Total Disturbed,... Area Proposed Stone Parcel 3.52 acres Hillcrest Area 3.98 acres Azalea Lane/Davis Parcels 0.62 acres North Marina 0.047 acres Loblolly Marina 0. 114 acres DWCC Disposal Site #1 0.60 acres DWCC Disposal Site #2 1.45 acres DWCC Disposal Site #3 0.37 acres Total 6.72 acres Total 3.98 acres The original project involved the disturbance of 7 acres and the currently proposed project requires the disturbance of 4 acres. The original permit fee was $455.00. A project disturbing 4 acres would require a fee of $260.00. No additional fee should be required at this time. Discussion of the Low Density Stormwater Permit Modification A Low Density Stormwater Permit, Permit No. SW7090805, has been obtained for this project The improvements proposed for the Hillcrest Disposal Area are significantly less than those at the Stone Site. Due to less impervious surface and a lower percent coverage this permit can be modified readily. Conclusion As we embark on this renewed effort to complete the Phase 1- Canal Maintenance Dredging Project the following statements still hold true. Soil Erosion and Sedimentation Control issues are paramount concerns for the Town and its citizens. The Contract Bid Documents indicate that the work is subject to all conditions of the permits issued for this project. The Contract Bid Documents contain a significant level of detail pertaining to Soil Erosion and Sedimentation Control issues. Contractors will be required to become familiar with the language and requirements of all permits. This project will adhere to conditions outlined in the Pollution Control Act of 1973. • 0 Landowner's of Record Attachment to Financial Responsibility/Ownership Form - Sedimentation Pollution Control Act Phase 1 - Canal Maintenance Dredging Project Town of Southern Shores, Dare County, North Carolina 1. Benjamin Chandler Spawr & Martha M. Spawr Lot 3, Block 94, Southern Shores, Soundside P.O. Box 2012 Kitty Hawk, NC 27949 Pin Number: 9868 13 24 1121 D.B. No.: 1367 Page No.: 182 2. Jack F. Eck & Carol A. Eck Lot 4, Block 94, Southern Shores, Soundside 279 Hillcrest Drive Southern Shores, NC 27949 Pin Number: 9868 13 23 0204 D.B. No.: 1313 Page No.: 325 3. Michael A. George Trustees & Janet A. George 10 Lot 5, Block 94, Southern Shores, Soundside 20 Beechnut Drive Long Valley, NJ 07853 Pin Number: 9868 13 14 9308 D.B. No.: 1709 Page No.: 404 0 • • Filed 00/1212001 800k: 1907 Page: 102 Doo Id: 0030211 Doc Coda: DE 04ED:38pR R60410 0: 26017 '"BARR R GRAY, REGISTER OF DEEDS DANREExcite Tax Pd: $100.00 L.T. # q1" TAX PARCEL # 21408000 I% Land Transfer Tax - $950.00 Excise Tax - $190.00 Prepared by: Charles D. Evans KELLOGG AND EVANS P.O. Box 189 Manteo, NC 27954 Return to: John G. Gaw, Jr. P.O. Box 1890 5121 N. Croatan Highway Kitty Hawk, NC 27949 030211 111NI111111111111111111NN11111111111111111111111I N 604Y , 120001 04:30PR NORTH CAROLINA, DARE COUNTY DARE 3111 RE STATE COUNTY TR TAX LT It 7- 1 DI THIS DEED made this the day of WILLIAM E. MURRAY, Co-Trustee, anrBENJ) Walker McKinney, Co-Trustee, deceas December 24, 1984, parties of the first pa 12214 Overlook Mountain Drive, CharlottWITNESS THAT the said parties of the fib: HUNDRED ($100.00) DOLLARS hand paid by the said party of the se have bargained, sold and convey the said party of the second part, Ii( i in the Town of Southerry?hores, t particularly described a oljcWs: _!1001, by and between Successor Co-Trustee for E. Murray Trust dated HANDLER SPAWR, of f the second part: for and in consideration of the sum of ONE ie ood and valuable consideration to them in Vare eipt of which is hereby acknowledged, sents do bargain, sell and convey unto , all those certain lands lying and being DCounty, North Carolina, and more Being Lot No. 3 k a hown on that certain map or plat entitled ` Soundside BI c , So a hores, Kitty Hawk Land Company, Owner, Kitty Hawk, N. .", dated 1965, prepared by P. F. Crank, Jr., Registered Surv y, and c deed in ok 2, Page 268, in t he Public Registry of Dare G ?11 d min 1 r' his are not hereby conveyed etng "perty conveyed to Walker McKinney, Trustee for the Murray Trust, dated December 24, 1984, by deed dated emb 2 , 1988, and duly recorded in Book 589, Page 295, Public ReDkt of D e County, North Carolina, the said Walker McKinney having appoin the said David Groom as Successor Co-Trustee by an instrument dated ch 20, 2000 to be effective upon the death of the said Walker y, the said Walker McKinney having died August 20, 2000. conveyance is made subject to the ad valorem taxes for 2001 and any e ements, covenants and restrictions of record and any governmental rules and regulations that may affect the use thereof. • HAVE AND TO HOLD the above described lands and premises together with all the ileges and appurtenances thereunto belonging unto the said party of the second part, his s and assigns, in fee simple forever. AND the said parties of the first part, for themselves and their successors, administrators, executors and assigns, covenant to and with the said party of the second part, his heirs and 11 11111111111{11111111111111111NIII1111111111111111111{I 04 603022 01 e4:39Pn assigns, that they are seized of said lands in fee, that they have a good right to convey the . same in fee simple; that the same are free and clear of all encumbrances whatsoever except as otherwise set forth herein; and that they will forever warrant and defend the title to the same against the claims of all persons whomsoever. IN TESTIMONY WHEREOF, the said parties of the first part have hereunto set their hands and seals the day and year first above written. WILLIAM E. MURRAY, ee o f he William E. Murray Trust Decembe 2 , 1984 1 (SEAL) AVID GROO ce or o- stee for Walker McKin e , Co-T t , dece ed, of the William E. M Trust a ed December 24, 1984 STATE OF cs? CITY/COUNTY OF 1, - `T ` 4 6? ublic of the County and State aforesaid, certify that William E. rray, o-Trustee of the William E. Murray Trust dated December 24,1984 personally ap re efore me this day and acknowledged the execution of the fore?99m?g ins rument. Witness h and official stamp or seal, this the day of N?IG?? 200 nuuuirr =;o ;, T1"?? ; V t Public S x Y5+4''?1klE? ;, STATE'OF CITY/CO sago 1> rA a Notary Public of the County and State aforesai rti that D vid Groom, Successor Co-Trustee for Walker McKinney, Co- Trustee deceas the William E. Murray Trust dated December 24, 1984 personally app fo me is day and acknowledged the execution of the foregoing instrument. W' n ss my and and official stamp or seal, this the 20 day of M/Igc 20 C \ Notary UDL Public / A? STAMP v ?. Commission Ex in s= r , U,j : (, ,t i;;,t M. , Notary Public • ?\ /J rCl f Y?iJ yrEG •: ? • r? 3 of 3 Pi p 2001 04 : 30PM IIIIiI ?lll? Ilillll 1111 1111111111111 lilt III IN 1111 1111 00431021 NORTH CAROLINA, DARE COUNTY The foreeoine Certificatek of ralAM , rhl o 4 C A,,ti . D _ c.. .?? e%/are centnea to De correct. This instrument and this certificate are duly registered at the date and time and Page shown on the first page hereof. BARBARA M. GRAY By. Ian REGISTER OF DEEDS T REGIST the Book vot Ana 0 0 LICENSE AND INDEMNITY AGREEMENT THIS AGREEMENT between Beniamin Chandler Spawr and Martha M. Spawr (hereinafter identified as "PROPERTY OWNERS" and BYRD BROTHERS EMERGENCY SERVICES, LLC, a Limited Liability Corporation, organized and existing under the laws of the State of North Carolina (may be referred to hereinafter referred to as "BYRD BROTHERS" and the Town of Southern Shores, North Carolina (hereinafter as referred to "TOSS"). WHEREAS, TOSS is a body corporate and politic existing under and pursuant to the laws of the State of North Carolina. WHEREAS, BYRD BROTHERS is a limited liability company with offices at 5164 Lamm Road, Wilson, North Carolina 27893 and has been engaged by Sampson Contracting, Inc. to supervise and facilitate certain dredging operations, more particularly described in the site plan for Canal Maintenance Dredging Project, Phase One, Exhibit 1 (incorporated herein by reference and made a part hereof), (hereinafter may be referred to as "the Project"). WHEREAS, PROPERTY OWNERS, are the owners of certain property located at 275 Hillcrest Drive, Southern Shores, Dare County, North Carolina. (Hereinafter referred to as the "PROPERTY"). WHEREAS, BYRD BROTHERS desires to use OWNERS' PROPERTY upon which to permanently place dredging spoils and other materials generated in connection with the Project, thereby on their behalf and on behalf of all other entities, corporate and politic, in accord with, and associated or allied with them, and not objecting thereto, and to invest ownership of the spoils so placed in the said owners, their successors, heirs and assigns, absolutely. WHEREAS, the PROPERTY OWNERS agree to grant permission to BYRD BROTHERS to come upon that portion of the PROPERTY OWNERS property designated for the Project and do all things reasonably necessary in preparation for the dredging of the canals and generating spoils. Thereafter a portion of the spoil produced during the performance of Phase One of the Project may be permanently placed and deposited on said property in accord with the site plan. The dredging spoils shall consist of sand and other such materials and placed at the direction of BYRD BROTHERS or as furthers provided for hereinafter. Any material (spoil) deemed as "excess" by the Ecks and Georges will be accepted by the PROPERTY OWNER. A copy of the tentative plan for the work site is attached. WITNESSETH In consideration of BYRD BROTHERS being allowed to permanently deposit - a portion of the dredging spoils, and specified materials utilized in berm/containment construction on said property, and in consideration of PROPERTY OWNERS receiving • Page 1 of 8 • dredging spoils and ancillary work that must be performed thereon, including but not limited to grading, reclamation, grassing and seeding, and other mutual promises, covenants and understandings as made between BYRD BROTHERS and PROPERTY OWNERS, as set forth herein, and other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, BYRD BROTHERS and the PROPERTY OWNERS (hereinafter may be referred to as "the parties") agree as follows:. ARTICLE I PERMITTED ACTIVITIES 1. BYRD BROTHERS/TOSS may use those portions of the PROPERTY for the conducting of the Project as depicted and set forth in more detail in Exhibit 1. 2. The PROPERTY OWNERS shall permit BYRD BROTHERS or its assigns, successors, or agents to place on their PROPERTY dredging spoils and related materials produced as a result of the performance of Phase One of the Project. It is further agreed that, at the PROPERTY OWNERS request, the location of the spoil materials and the final grade shall be in conformity with and as described and depicted in the grading plan marked Exhibit 2 which is incorporated herein by reference and made a part hereof. 3. PROPERTY OWNERS shall permit this use of the Property for the complete duration of Phase One and PROPERTY OWNERS shall have the option of continuing • this Agreement for Phase Two and Phase Three of the Project, although it is not known at the time of the execution of this Agreement if BYRD BROTHERS will participate in any additional Phases. 4. Except as further set out herein, the PROPERTY OWNERS shall permit BYRD BROTHERS, its personnel, successors and assigns, state inspectors and necessary personnel the right of entry upon the Property to perform, conduct and implement the Project Plan. Access to the property shall be limited to those individuals or groups identified by BYRD BROTHERS as set forth in Exhibit 3. A list of authorized personnel shall be maintained by BYRD BROTHERS. BYRD BROTHERS may modify the list in its discretion but shall notify the PROPERTY OWNERS weekly of any additions or deletions thereto or therefrom. (The initial version of Exhibit 3 is attached hereto, incorporated herein by reference and made a part hereof). All others shall be considered to be trespassers regardless of point of entry. 5. Enforcement and control of access shall be vested in BYRD BROTHERS. This shall not operate to preclude the PROPERTY OWNERS and their invites from access to the site. BYRD BROTHERS may erect such fences and protective barriers, markers and signs as they deem necessary to identify the job site and restrict access thereto. Control of access and the restrictions to the property shall commence at the beginning of the execution of this agreement, and continue for 60 days after the completion of all work as required or allowed herein. Page 2 of 8 • 6. BYRD BROTHERS may assign its rights granted in this Agreement to other persons or entities to which assignment the PROPERTY OWNERS agree. ENVIRONMENTALCONDITIONS 1. All work performed by BYRD BROTHERS shall be in compliance with the specific permit requirements and conditions as established by the Coastal Area Management Act (CAMA) and all subsidiary agencies having jurisdiction over any part of the operations to be conducted, including NCDENR departments of soil and water quality. 2. The work to be performed hereunder shall include construction of berms and the permanent placing of a portion of the spoil material dredged form the canals on the PROPERTY OWNERS property. 3. TOSS established the requirements and specifications for the Project. TOSS is the holder of the State permit approving the dredging plan. As pemuttee TOSS has the joint and several responsibility for assuring the performance of the Project as required by permit conditions and engineering specifications. 4. The PROPERTY OWNERS are relying upon the assurances, knowledge, representation and expertise of BYRD BROTHERS and TOSS that the dredged • materials are suitable for placement upon their property, and their property is suitable to receive same as a spoil disposal area. It is further understood and agreed that the PROPERTY OWNERS have no independent knowledge of the content of constituent parts of the dredged materials themselves. BY" BROTHERS and/or TOSS shall defend, represent the interests of and indemnify the PROPERTY OWNERS in the event that any violation of the Comprehensive Environmental Response and Liability Act of 1980, 32 USCA §§ 9601- 9675 (CERCLA), as amended by the Super Fund Amendments and Reauthorization Act of 1986 (SARA) are alleged or action thereunder initiated. INSURANCE REQUIREMENTS 1. BYRD BROTHERS agrees to provide PROPERTY OWNERS a Certificate of Insurance listing the PROPERTY OWNERS as additional insured with the coverage and limits as set forth on the Certificate of Liability Insurance, a copy of which Is marked Exhibit 4 and attached hereto and made a part hereof by reference. Liability insurance shall be maintained for the protection of the PROPERTY OWNERS during their maximum period of liability or exposures resulting from the activities permitted herein. • Page 3 of 8 0 SITE CLOSURE 1. Final grade will be subject to the approval of the PROPERTY OWNERS. The grading shall be in accord with the Grading Plan marked Exhibit 2 which is attached hereto and incorporated herein by reference. 2. Upon satisfactory completion of the grading, the Property will be seeded with seasonal grasses and a minimum coverage of at least 80% maintained through two complete growing seasons. INDEMNITY 1. BYRD BROTHERS shall indemnify and hold harmless the PROPERTY OWNERS from loss claims, damages and expenses arising out of or resulting from performance of BYRD BROTHERS work on the Project, whether such claims losses, damages or expenses are a direct, indirect or consequence of the performance of the acts as allowed or contemplated herein. 2. It is specially agreed and within the contemplation of the parties and as part of the bargained for valuable consideration in support of this Agreement that BYRD BROTHERS will defend or cause to be defended any action brought by any and all third parties against the PROPERTY OWNERS, their agents or assigns resulting from their entering into, performing or exercising rights in accord herewith. ARTICLE II MISCELLANEOUS PROVISIONS The provision of Article I not withstanding, the provision of Article 11, shall take precedence in the event of a conflict or ambiguity. 1. BYRD BROTHERS and the Town of Southern Shores warrant that all required permits have been applied for, granted or will soon be applied for. 2. Use of the PROPERTY OWNERS property for Phase Two and/or Phase Three is not contemplated herein. As such, the PROPERTY OWNERS participation in Phase Two and/or Phase Three is a subject of future negotiations. Any future participation will be dependent upon reaching satisfactory agreement as to compensation and all insurance and other indemnifications as set forth herein and any Exhibits. 3. BYRD BROTHERS and the TOSS shall not unilaterally make changes in the requirements and/or conditions of this agreement, including those required by State Agency, without the consent of the PROPERTY OWNERS. 0 Page 4 of 8 4. BYRD BROTHERS shall exercise extreme care to protect the trees and other growth as depicted in the engineering drawings in Exhibit 1. 5. BYRD BROTHERS in cooperation with TOSS shall promptly respond appropriately to any inquiries, threats, written or verbal, and shall make a good faith effort to resolve them without harm or any expense to the PROPERTY OWNERS. 6. BYRD BROTHERS shall make reasonable efforts to minimize or reduce any stench from decaying matter produced by dredging and deposited on the Property. 8. BYRD BROTHERS shall provide trash and refuse containers and the work area shall be cleaned up daily. The work area shall be maintained in a neat and orderly manner as nearly as is possible. 9. Portable Toilets are required and shall be placed out of the public's view. 10. Nails, placards or signs shall not be attached to any tree or shrub on Owner's land. Only those areas indicated in the Project Plan drawings may be used by BYRD BROTHERS and TOSS. All other areas are reserved for the Owner's use. 11. The PROPERTY OWNERS, TOSS, and BYRD BROTHERS must sign/approve the final grading plan as depicted in Exhibit 2. • 12. PROPERTY OWNERS shall be provided an opportunity to review the modified final contract and Project Drawings and specifications between BYRD BROTHERS and the TOSS. 14. This Agreement may be terminated or cancelled upon written agreement between the PROPERTY OWNERS and BYRD BROTHERS. In such event no compensation paid to or on behalf of the PROPERTY OWNERS shall be demanded or paid. 15. This agreement shall become effective upon execution and when all Exhibits are prepared, available and initialed. Execution shall be when both BYRD BROTHERS and PROPERTY OWNERS sign and date same along with any available attachments and the payment of compensation as agreed upon to the PROPERTY OWNERS has been made. This Agreement shall terminate on April 30, 2011. However, the PROPERTY OWNERS may extend the end/completion date if caused by weather or other circumstances over which BYRD BROTHERS has no control. Said extensions shall not be granted for any situation resulting from the performance of any other Phase without prior, written from TOSS and written approval from owners. • Page 5 of 8 16. This agreement shall terminate regardless of the status of the project should BYRD BROTHERS and/or TOSS be found in violation of any permit and not notify the PROPERTY OWNERS verbally within 48 hours or in writing within as specified for the abatement of the violation and of the plan to remedy same. Notification to the PROPERTY OWNERS shall be the duty of BYRD BROTHERS and TOSS. In the event that BYRD BROTHERS and/or TOSS fail to notify the PROPERTY OWNERS as required herein the PROPERTY OWNERS may avail themselves of any action legal or equitable, that are available to protect their interests. 17. Upon default by BYRD BROTHERS, all terms and conditions as to reclamation, site remediation as set forth herein shall apply, including grading, road reclamation and re-vegetation. 18. BYRD BROTHERS shall cause a completion bond to be issued in a sum sufficient to cover all expenses for the performance of non-completed close out, including clean-up, grading, seeding and to partially compensate PROPERTY OWNERS for their good faith reliance in the event of default. The completion bond shall be in an amount of at least $50,000.00. 19. No action shall be taken that will disturb or alter the areas approved for a septic field as identified by a permit issued by the Dare County Health Department. Said permit is marked Exhibit 5, which is attached hereto and a part hereof. 20. Upon completion of all obligations and duties as required herein The Town of Southern Shores shall abandon all right, claim or ownership interest in the portion of the dredged materials. Absolute title to same shall be vested in the PROPERTY OWNERS, their heirs, successors and assigns. It is understood that reclamation of the site will necessarily involve the mixture and consolidation of the dredged materials with the soil of the PROPERTY OWNER so as to make them indistinguishable and not susceptible to separation. 21. BYRD BROTHERS may place upon the PROPERTY and use various equipment and apparatus, including but not limited to pumps, pipe and flocculation tanks, reasonably necessary for the dredging operations. 23. BYRD BROTHERS agrees to provide PROPERTY OWNERS with a policy of legal insurance, i.e.-prepaid legal services. Any such policy may, in the discretion of the PROPERTY OWNERS, be kept in full force and effect for a period of five (5) years from the date of execution of this Agreement. Sufficient funds for the payment of the premiums shall be born by BYRD BROTHERS in an amount to satisfy the requirements hereof. 25. This Agreement may be reproduced or copied. Any reproduction or copy of same shall be given the same legal force and effect as an executed original. 41 Page 6 of 8 • 26. BYRD BROTHERS may provide off-site soil material for the construction of berms and other soil structures to facilitate dredging operations and to adequately grade the site to be conducive to maintenance, facilitate positive drainage, and prevent runoff from adjacent areas encroaching onto the property. PROPERTY OWNERS reserve the right of final approval. PROPERTY OWNERS agree that any such materials may be permanently placed on the PROPERTY. 27. Pending PROPERTY OWNERS' final approval of the grading, BYRD BROTHERS agree to provide 3 inches of soil of suitable quality to promote and establish vegetative growth. Such material shall completely cover the area disturbed by the final grading and all affected areas. CJ is Page 7 of 8 • This agreement is dated .) IJ" q , 2010 BYRD BROTHERS Emergency Services, LLC By Title: Z?S4?3E R , 2D( O Date PROPERTY OWNER Benjamin Chandler Sp n a By Title: • Date Martha M. Spawr • r I- V/? By Ti e: / Date Page 8 of 8 • • ?,RDF CERTIFICATE OF LIABILITY INSURANCE OP ID BK DATE(MM/DDNYYY) BYRDB-1 05/11/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SIA Group HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 827 Gum Branch Rd. , ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Jacksonville NC 28540 . Phone:800-682-7741 Fax:910-455-7481 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: National Indem Ins/CRC Ins Byrd Brothers Inc Byrd Brothers Emer enc INSURER B: I11nois Union Ins. Co/westrope g y Services LLC. 2302 ` INSURER C: American Interstate Insurance 31895 Nash St N Suite E Box 241 Wilson NC 27896-1731 INSURER D: The Hanover Ins. Grou p 22292 INSURERE: CNA/Victor 0 Schinnerer THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NS TYPE OF INSURANCE POLICY NUMBER DATE (MMIDDIYYYY) DATE MMIR LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 B X COMMERCIAL GENERAL LIABILITY G22025909004 06/01/09 06/01/10 PREMISES (Ea occurence) 550,000 CLAIMS MADE OCCUR MED EXP (Any one person) $5,000 -- PERSONAL SADVINJURY $1 000 000 , , GENERAL AGGREGATE s2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: P R O PRODUCTS -COMPIOPAGG , , $2,000,000 E ( O- LOC F] F POLICY X J AU TOMOBILE LIABILITY A ANY AUTO 70APS020640 06/01/09 06/01/10 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY (Per pennon) $ X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY (Par accident) $ A X Hired Phy Damage 70APS020640 06/01/09 06/01/10 A X $1000 Ded PROPERTYDAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY. AGG S EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $15,000,000 B X OCCUR L_] CLAIMSMADE G22023020004 06/01/09 06/01/10 AGGREGATE S15,0001000 $ DEDUCTIBLE X RETENTION $10400 $ WORKERS COMPENSATION $ AND EMPLOYERS' LIABILITY YIN R- X TORY LIMITS ER C OANY FFICERIMEMBEREXCUDEECUTIV? AVWCAL1823222009 06/01/09 06/01/10 E.L. EACH ACCIDENT S1,000,000 (Mandatory in NH) ff yes, describe under E.L. DISEASE - EA EMPLOYE $ 1 000 000 , , SPECIAL PROVISIONS below OTHER E.L. DISEASE- POLICY LIMIT $1,000,000 D Leased/Rented RHR3275270 06/01/09 06/01/10 300,000 $2500 Ded E Pollution CSB288328521 05/11/10 05/11/11 2,000,000 10 000 Dad DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS , CFRTIFICATF MrU nFw SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Benjamin Chandler Spawr 275 Hillcrest Drive Kitty Hawk NC 27949 is ACORD 25 SPACE-1 I DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ©1 riahts reserved Fhe ACORD name and logo are registered marks of ACORD • IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. • 0 Filed Beek; 1312 Pass: 325 Do* Id: 6001393 01/0612000 04:20PM ReeeiPt 0: 2000 Doo Code: DEED NC Exelee Tax Pd: $184.00 BARBARA M CRAY, REGISTER OF DEEDS DARE CO, NC ? 111111111111111111 IN 1111111111111111111111111111 1111 01105/2000 of 2 04:20PM • n LT# 6638-99 Land Transfer Tax: $920.00 Excise Tax $184.00 Recording Tax Lot No. ............._..__.............................................. ............ Parcel Identifier No.._021. 0................ Verified by ..._ ......... .......... ................ .......... .......... . _..... County on the ........ ....... day of .......... by .................. .................. .......... .... ...... ...................... ................. .. ....... ........ .... ...................... ... . a Mail after recording to .............. ........Sharp, Michael, Outten & GKa P...9... I Box 1027, Kitty Hawk,N....2.7.9.49.1-... ................................. .............. This instrument was prepared by John G. Gaw, Jr., Atty. at RE85 llc B rief description for the Index Lot 4, Blk. 94, S ern Shore NORTH CAROLINA GEN AL WA ANTY DEED THIS DEED made this ...22nd... day of ..................December 19......... , by and between GRANTOR ELEANOR BRAUCH PETERSON, TRUSTEE OF TH ELEANOR BRAUCH PETERSON REVOCABLE TRU U/A/D November 21, 1996 REAL ESTATE DARE TRANSFER TAX COUNTY 99 (D&5s 9 C lic ---? GRANTEE JOHN F. ECK and wife, CAROL A. ECK Hawthorne Rd. ta, MD 20646 Enter in appropriate block for each party: The designation Grantor an I-Gyan e shall include singular, plu 1 ma cu WITNESSETH, that the ra r fc acknowledged, has and Be ea certain lot or parcel o la d a Dare .. ........... .... ... .......... . ... nt y 11ore1 shall include said parties, their heirs, successors, and assigns, and r neuter as required by context. le consideration paid by the Grantee, the receipt of which is hereby ,rant, bargain, sell and convey unto the Grantee in fee simple, all that of ... _. _ _. ... ..., _ ._., ...... ......Atlantic Township, ina and more particularly described as follows: Being rCrnan . 4, Block No. 94, as shown on that certain map or plat "Soundside Block 94, Southern Shores, Kitty Hawk Land wner, Kitty Hawk, N.C.," dated June 1965, prepared by P. , Jr., Registered Surveyor, and recorded in Book 2, P 2 02, In he Public Registry of Dare County, North Carolina. ?N wa a is made as to gas, oil and mineral rights. • N. C. Bar Assoc. Form No. 3 © 1976. Revised © 1977 - as--j-a co., m?., eo. Iv, vwkmv9ie. N. c s?9ss P--by A,ree--h-N C U, Assoc -1981 address, n if appropriate, character of entity, e.q. corporation or partnership. Pap 2 o f 2 11111 ?II1111IIIII1 ?IIIIIIIII I?IIIIIIIIIIIII111011125122000 04:20PM E f ?J Book lY5 P, The property hereinabove described was acquired by Grantor by instrument recorded in Dare County Registry ... _ ............................................................................................................................................................... A map showing the above described property is recorded in Plat Book Z_ ............. .. 2.68........... TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges an pur an the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor is seized of the re is in a Simp the same in fee simple, that title is marketable and free and clear of all encumbrances, n defend the title against the lawful claims of all persons whomsoever except for e do hd Title to the property hereinabove described is subject to the following exce i . General utility easements and rights of way of a ord. Ad valorem taxes subsequent to 1999, not due an a e. Restrictions and covenants of record ijx D= ount egi ry. IN WITNESS WHEREOF, the Grantor has hereunto corporate name by its duly authorized officers and its seal above written. --------------------------------------- (Corporate Name) By: ___________________________________________. ____________________________ President ATTEST: < ----------------------------------------------- ---__ _ \?1N11N11?f Secretary (Corporate eY A. h)qi4i MARYLAND P? Y l? apT A 19y t?I S y l Notary n J ,? i D = S us ee NKK= 1%t• AV8LIC i• {., ers Ily pe ?i ?'7' ••''••......•• CU U tyT? ' \ d ofnci 656, ............. to the right to convey Ir will warrant and r stated. and seal, or it corporate, has caused this Instrument to be signed in Us e affixed by authority of its Board o[11,_Wrectors, the day and year first ------(SEAL) ?E,L OR BRAUCH PETERSON, Trustee ---(SEAL) __________________________________________________________(SEAL) ______ ___________e tCF____-----County. If the o ty and State aforesaid, certify that Eieaii_or__Brauch_ Peterson,------ J \ x.l ------------ _------------------------------------------------ (SEAL) anor Brauch Peterson Revocable Trust Grantor, before me this day and acknowledged the execution of the foregoing Instrument. Witness my my orLs/eal, this _0:Xt,d1ay of _____ December -----_--___ 19_95L es: CJ??.LYy!!1.Q-_lVRkstal.? - ____-_______ ------ Notary Public 'rn AROLrxA, ------- _------------------------ County. Ne ublto of the County and State aforesaid, certify that .o ally came before me this day and acknowledged that ____ he Is ___________________________ Secretary of ___---- _--------------------------------------- a North Carolina corporation, and that by authority duly nd as the act of the corporation, the foregoing instrument was signed In its name by its --------------- j ent, sealed with its corporate seal and attested by ___________ as its ___________________________ Secretary. less my hand and official stamp or seal, this ------- day of ___________________________ 19________. commission expires:______________________________ ________________________________________ Notary Public --+- ---------------------------- 1s/a4e•certlned b correct. This instrument and this certificate are duly registered at the date and time and in the Rook and Page shown on the first page hereof. ___ _______ _______________REGISTER OF DEEDS FOR---- -------------- COUNTY • BY 1-c---------- -------- - ? J --+---------- -- ` - ---------- -- day/Assistant- Register of Deeds Z . C. Sar Asene. Form No. 3 J 1976. Revised Zo 1977 - aamrs wun,m: o co.. me., so, i n, v,ac,?.,ue. rr. c na55 .-U'A----,-H C ea. n'_ IM LICENSE AND INDEMNITY AGREEMENT THIS AGREEMENT between JOHN F. ECK and CAROL A. ECK, Husband and Wife (hereinafter may be identified as "PROPERTY OWNERS" and BYRD BROTHERS EMERGENCY SERVICES, LLC, a Limited Liability Corporation organized and existing under the laws of the State of North Carolina (may be referred to hereinafter as "BYRD BROTHERS" and the Town of Southern Shores, North Carolina (may be referred to hereinafter as "TOSS"). WHEREAS TOSS is a body corporate and politic existing under and pursuant to the laws of the State of North Carolina, WHEREAS, BYRD BROTHERS is a limited liability company with offices at 5164 Lamm Road, Wilson, North Carolina 27893 that has been engaged by Sampson Contracting, Inc. to supervise and facilitate certain dredging operations within the confines of the limits of the TOSS, and more particularly described in the site plan for Canal Maintenance Dredging Project, Phase One Exhibit 1,( incorporated herein by reference and- made a part hereof), (hereinafter may be referred to as "the project"). WHEREAS, PROPERTY OWNERS, John F. Eck and Carol A. Eck, are the owners of certain property located at 279 Hillcrest Drive Southern Shores, Dare County, North Carolina and more particularly described as Lot 4, Block 94 as recorded in Deed Book 1313 at page 0325, Dare County Registry (the "PROPERTY"). WHEREAS, BYRD BROTHERS desires to use OWNER'S PROPERTY upon which to permanently place dredging spoils and other materials generated in connection with the Project, thereby on their behalf and on behalf of all other entities, corporate and politic, in accord with, and associated or allied with them, and not objecting thereto, and to invest ownership of the spoils so placed in the said owners, their successors, heirs and assigns, absolutely. WHEREAS, the PROPERTY OWNERS agree to grant permission to BYRD BROTHERS to come upon that portion of the PROPERTY OWNERS property designated for the project and do all things reasonably necessary in preparation for the dredging of the canals and generating spoils. Thereafter spoil produced during the performance of Phase One of the Project may be permanently placed and deposited on said property in accord with the site plan. The dredging spoils shall consist of sand and other such materials and placed at the direction of BYRD BROTHERS or as further provided for hereinafter. WITNESSETH: In consideration of BYRD BROTHERS being allowed to permanently deposit dredging spoils on said property, and in consideration of PROPERTY OWNERS 0 receiving dredging spoils and ancillary work that must be performed thereon, including but not limited to grading, reclamation, grassing and seeding and the other mutual promises, covenants and understandings as made between BYRD BROTHERS and PROPERTY OWNERS, as set forth herein, and other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, BYRD BROTHERS and the PROPERTY OWNERS (hereinafter may be referred to as "the parties") agree as follows: ARTICLE I PERMITTED ACTIVITIES 1. BYRD BROTHERS/TOSS may use those portions of the PROPERTY for the conducting of the Project as depicted and set forth in more detail in Exhibit 1 2. The PROPERTY OWNERS shall permit BYRD BROTHERS or its assigns, successors, or agents to place on their PROPERTY dredging spoils and related materials produced as a result of the performance of Phase One of the Project. It is further agreed that, at the PROPERTY OWNERS request, the location of the spoil materials and the final grade shall be in conformity with and as described and depicted in the grading plan marked Exhibit 2 which is incorporated herein by reference and made a part hereof. 3. PROPERTY OWNERS shall permit this use of the Property for the • complete duration of Phase One and PROPERTY OWNERS shall have the option of continuing this Agreement for Phase Two and Phase Three of the Project, although it is not known at the time of the execution of this Agreement if BYRD BROTHERS will participate in additional Phases. 4. Except as further set out herein, the PROPERTY OWNERS shall permit BYRD BROTHERS, its personnel, successors and assigns, state inspectors and other necessary personnel the right of entry upon the property to perform, conduct and implement the Project Plan. Access to the property shall be limited to those individuals or groups identified by BYRD BROTHERS as set forth in Exhibit 3. A list of authorized personnel shall be maintained by BYRD BROTHERS. BYRD BROTHERS may modify the list in its discretion but shall notify the PROPERTY OWNERS weekly of any additions or deletions thereto or therefrom. (The initial version of Exhibit 3 is attached hereto, incorporated herein by reference and made a part hereof). All others shall be considered to be trespassers regardless of the point of entry. 5. Enforcement and control of access shall be vested in BYRD BROTHERS. This shall not operate to preclude the PROPERTY OWNERS and their invitees from access to the site. BYRD BROTHERS may erect such fences and protective barriers, markers and signs as they deem necessary to identify the job site and to restrict access thereto. Control of access and the restrictions to the property shall commence at the beginning of the execution of this Agreement, and continue for 60 days after completion of all work as required or allowed herein. 0 6. PROPERTY OWNERS grant BYRD BROTHERS and authorized necessary personnel access to the property via the unimproved driveway located upon the extreme northern property boundary of 279 Hillcrest Drive. BYRD BROTHERS agrees to upgrade and maintain the road consistent with the type and volume of traffic, and to repair any damage created at the intersection of the un-improved road with the TOSS road (Hillcrest) if required by TOSS. 7. BYRD BROTHERS may assign its rights granted in this Agreement to other persons or entities to which assignment the PROPERTY OWNERS agree. ENVIRONMENTAL CONDITIONS 1. All work performed by BYRD BROTHERS shall be in compliance with the specific permit requirements and conditions as established by the Coastal Area Management Act (CAMA) and all subsidiary agencies having jurisdiction over any part of the operations to be conducted, including NCDENR departments of soil and water quality. 2. The work to be performed hereunder shall include construction of berms and the permanent placement of spoil materials dredged from the canals on the PROPERTY OWNERS property. 3. TOSS established the requirements and specifications for the Project. TOSS is the holder of the State permit approving the dredging plan. As permittee TOSS has the joint and several responsibility for assuring the performance of the Project as required by permit conditions and engineering specifications. 4. The PROPERTY OWNERS are relying upon the assurances, knowledge, representations and expertise of BYRD BROTHERS and TOSS that the dredged materials are suitable for placement upon their property, and their property is suitable to receive same as a spoil disposal area. It is further understood agreed that the PROPERTY OWNERS have no independent knowledge of the content or constituent parts of the dredged materials themselves. BYRD BROTHERS and/or TOSS shall defend, represent the interests of and indemnify the property OWNERS in the event that any violation of the Comprehensive Environmental Response Compensation and Liability Act of 1980, 32 USCA §§ 9601-9675 ( CERCLA), as amended by the Super Fund Amendments and Reauthorization Act of 1986 (SARA) are alleged or action thereunder initiated. INSURANCE REQUIREMENTS 4. BYRD BROTHERS agrees to provide PROPERTY OWNERS a certificate of insurance listing the PROPERTY OWNERS as additional insured with the coverage and limits as set forth on the Certificate of Liability Insurance, a copy of which • 1 r? is marked Exhibit 4 and attached hereto and made a part hereof by reference. Liability insurance shall be maintained for the protection of the PROPERTY OWNERS during their maximum period of liability or exposures resulting from the activities permitted herein. SITE CLOSURE. 1. Final grade will be subject to the approval of the PROPERTY OWNERS. The grading shall be in accord with the Grading Plan marked Exhibit 2 which is attached hereto and incorporated herein by reference. 2. Upon satisfactory completion of grading, the Property will be seeded with seasonal grasses and a minimum coverage of at least 80% maintained through two complete growing seasons. 3. Improvements to the access road made by BYRD BROTHERS, at the discretion of the PROPERTY OWNERS may be retained or reclaimed. Any fill, grading, or changes made to the access road shall be done in a manner to prevent diverting water from the TOSS road onto PROPERTY OWNERS property. INDEMNITY 1. BYRD BROTHERS shall indemnify and hold harmless the PROPERTY OWNERS from loss for claims, damages, and expenses arising out of or resulting from performance of BYRD BROTHERS work on the Project, whether such claims, losses, damages or expenses are a direct, indirect or consequence of the performance of the acts as allowed or contemplated herein. 2. It is specifically agreed and within the contemplation of the parties and as part of the bargained for valuable consideration in support of this Agreement that BYRD BROTHERS will defend or cause to be defended any action brought by any and all third parties against the PROPERTY OWNERS, their agents or assigns resulting from their entering into, performing or exercising rights in accord herewith. ARTICLE II MISCELLANEOUS PROVISIONS The provisions of Article I notwithstanding, the provision of Article II, shall take precedence in the event of a conflict or ambiguity. 1. BYRD BROTHERS and the Town of Southern Shores warrant that all required permits have been applied for, granted or will soon be applied for 2. Use of the PROPERTY OWNERS property for Phase Two and/or Phase • 4 ?L' • Three is not contemplated herein. As such, the PROPERTY OWNERS participation in Phase two and/or Phase Three is a subject of future negotiations. Any future participation will be dependent upon reaching satisfactory Agreement as to compensation and all insurance and other indemnifications as set forth herein and any Exhibits. All other conditions and obligations appertaining to Phase One would apply to Phases Two and/or Three. 3. BYRD BROTHERS and TOSS shall not unilaterally make changes to any requirements and/or conditions of this agreement, including those required by any State Agency without the consent of the PROPERTY OWNERS. 4. BYRD BROTHERS shall exercise extreme care to protect the tress and other growth as depicted in the engineering drawings in Exhibit 1. 5. BYRD BROTHERS in cooperation with TOSS shall promptly respond appropriately to any inquiries, threats, written or verbal, and shall make a good faith effort to resolve then without harm or any expense to the PROPERTY OWNERS. 6. BYRD BROTHERS shall make reasonable efforts to minimize or reduce any stench from decaying matter produced by dredging and deposited on the property. 7. A lockable gate shall be installed at the intersection of the access road and the TOSS/Hillcrest Drive right of way The gate shall be closed and locked unless it is needed for ingress or egress by BYRD BROTHERS or their authorized personnel. 8. BYRD BROTHERS shall provide trash and refuse containers and the work area shall be cleaned up daily. The work area shall be maintained in as neat and orderly manner as nearly as possible. 9. Portable Toilets are required and shall be placed out of the public's view. 10. Nails, placards or signs shall not be attached to any tree or shrub on owner's land. Only those areas indicated in the Project Plan drawings may be used by BYRD BROTHERS and TOSS. All other areas are reserved for the Owner's use. 11. The PROPERTY OWNERS, TOSS and BYRD BROTHERS shall execute/approve final grading plan as depicted in Exhibit 2. 12. PROPERTY OWNERS shall be provided an opportunity to review the modified final contract and Project Drawings and specifications between BYRD BROTHERS and the TOSS. 13. One of the PROPERTY OWNERS house, is located at 283 Hillcrest Drive, Southern Shores. That house is in a summer rental program between May 30, 2010 and September 5, 2010. BYRD BROTHERS agrees not to engage in any activities that C] P? 4t • would serve to interfere with any rights to quiet and peaceable enjoyment of the premises by renters without the said PROPERTY OWNERS consent. BYRD BROTHERS shall reimburse the PROPERTY OWNERS for any loss of RENTAL income resulting from the use of the property in accord with this agreement. 14. This Agreement may be terminated or cancelled upon written agreement between the PROPERTY OWNERS and BYRD BROTHERS. In such event no compensation paid to or on behalf of the PROPERTY OWNERS shall be demanded or paid. 15. This Agreement shall be effective upon execution and when all Exhibits m are prepared, available and initrialed. Execution shall be when both BYRD BROTHERS and PROPERTY OWNERS sign and date same along with any available attachments and the payment of compensation as agreed upon to the PROPERTY OWNERS has been made. This Agreement shall terminate on April 30, 2011 However, the PROPERTY OWNERS may extend the end/completion date if caused by weather or other circumstances over which BYRD BROTHERS has no control. Said extensions shall not be granted for any situation resulting from the performance of any other Phase without prior, written from TOSS and written approval from Owners. • 16. This Agreement shall terminate regardless of the status should BYRD BROTHERS and/or TOSS be found in violation of any permit requirement and not notify the PROPERTY OWNERS verbally within 48 hours and in writing within the time as specified for the abatement of the violation and of the plan to remedy same. Notification to the PROPERTY OWNERS shall be the duty of BYRD BROTHERS and TOSS. In the event that BYRD BROTHERS and/or TOSS fail to notify the PROPERTY OWNERS as required herein the PROPERTY OWNERS may avail themselves of any action, legal or equitable, that are available to protect their interests. 17. Upon default by BYRD BROTHERS, all terms and conditions as to reclamation, site remediation as set forth herein shall apply, including grading, road reclamation and re-vegetation. 18. BYRD BROTHERS shall cause a completion bond to be issued in a sum sufficient to cover all expenses for the performance of non-completed close out, including clean-up, grading, seeding and to partially compensate PROPERTY OWNERS for their good faith reliance in the event of default. The completion bond shall be in an amount of at least $50,000.00. 19. No action shall be taken that will disturb or alter the areas approved for a septic field as identified by a permit issued by the Dare County health Department. Said permit is marked Exhibit 5, which is attached hereto and made a part hereof. • 20. Upon completion of all obligations and duties as required herein The Town of Southern Shores shall abandon all right, claim or ownership interest in the dredged materials. Absolute title to same shall be vested in the PROPERTY OWNERS, their heirs, successors and assigns. It is understood that reclamation of the site will necessarily involve the mixture and consolidation of the dredged materials with the soil of the PROPERTY OWNER so as to make them indistinguishable and not susceptible to separation. 21 Movement of spoils, equipment or the placement of pipe across the southern most boundary of the Owner's property located at 279 Hillcrest and the Northern most boundary of 283 Hillcrest shall not be done without the written permission of the respective PROPERTY OWNERS. 22 The PROPERTY OWNERS shall determine the maximum quantity of dredged materials to remain on their property from any phase. The PROPERTY OWNERS will advise BYRD BROTHERS of any anticipated excess to the degree possible prior to the placement of same upon their property. BYRD BROTHERS agrees to remove any excess without cost to the Owners. • 23. BYRD BROTHERS agrees that the PROPERTY OWNERS may obtain a policy of legal insurance, i.e.-prepaid legal services, and pay the premiums of same from funds that are currently held in escrow with David B. Parks. Any such policy may, in the discretion of the PROPERTY OWNERS, be kept in full force and effect for a period of five (5) years form the date of execution of this Agreement. Sufficient funds for the payment of the premiums shall be retained by the said attorney in an amount to satisfy the requirements hereof. 24. Should an agreements be reached between BYRD BROTHERS andle - T4)5&-with any other property owner(s )on Hillcrest Drive that is based upon this Agreement and this yields more compensation for agreed upon herein then PROPERTY OWNERS shall be paid an additional amount equal to the difference. 25. This Agreement may be reproduced or copied. Any reproduction or copy of same shall be given the same legal force and effect as an executed original This Agreement is dated May 28, 2010. • 7 • BYRD BROTHERS Emergency Services, LLC ?A4_z'? I (SEAL) By Title #nvarty FoltYyO 82??-,?3 is STATE OF NORTH CAROLINA County of Dare, to wit is THIS DATE did personally appear before me the undersigned Notary, in my State and County aforesaid, JOHN F. ECK and CAROL A. ECK, who are personally known to me, and who subscribed to and acknowledged their execution of the foregoing Agreement. GIVEN UNDER my hand and Seal this 28th day of SEAL/Stamp ???1>tt1111it(//f`1 x ? i My commission expires: 6/04/14 8 ?11'1'?2? (SEAL) CAROL A. ECK, Property Owner Filed Book: 1709 Page: 404 Doc Id: 6210074 11/28/2006 04:10PM Receipt •: 177200 Doc Code: DEED • BARBARA M GRAY, REGISTER OF DEEDS DARE CO, NC EXEMPT 1111 Jill 074 Pape: 1 7 of 2 1126/2006 04:10P DARE COUNTY TAX COLLECTOR \ NO. Prepared by: \ MVARRANTY DEED Da ewis, This Deed is made on November , 2006, \ V BETWEEN MICHAEL A. GEORGE and JANE A GEOR , H/W whose address is 20 Beechnut Drive, Long Valley, New J s 53 referred to as the Grantor, AND MICHAEL A. GEORGE JANET A. ORGE - Trustees of the "Michael and Janet George Revocab T "U/ ebruary 9, 2006 whose post office address is c/o 20 Beechnut D 've, Long Valley, New Jersey 07853 referred to as the Grantee. The words "Grantor" and "Grantee" shall mean all Gran s all Grantees listed above. • Transfer of Ownership. The Granto ant c eys (transfers ownership of) the property described below to the Grantee. This transfer imade o th s f ero Dollars ($0.00). The Grantor acknowledges receipt of this money. Tax Map Reference. icip 11 o Southern Shores Block 94 Lot 5 el No. 021410000 Property. The rt ons' s bf4hc I d and all the buildings and structures on the land in the Town of Southern Shores, To ip t tic, ty of Dare and State of North Carolina. The legal description is: BEING known and i of 5, ck 94 as shown on that certain map or plat entitled "Soundside Block 94, Southern Shore y aw Company, Owner, Kitty Hawk, North Carolina" dated June 1965, prepared by P. F. Crank, Jr., Re i to Land eyor, and recorded in Book 2 at Page 268 in the Public Registry of Dare County, North Carol' . BEING more co only o n as 283 Hillcrest Drive, Southern Shores, North Carolina. BEING the same r ise0eenn eyed to Grantors herein from Jeffrey. M. and Trudy M. Breed, H/W by Deed dated March 4, 2Q2?n cor March 5, 2002 in Book 1417 at Page 380 in the Public Registry of Dare County, North Ca lira- \ u t1 %t d to hold the above described lands and premises together with all the privileges and appurtenances e n ' g unto the said parties of the second part, their heirs and assigns, in fee simple forever. AND the aid' acties of the first part, for themselves and their heirs, administrators, executors and assigns, covenant to and with said parties of the second part, their heirs and assigns, that they are seized of said lands in fee, that • they have a g od right to convey the same in fee simple; that the same are free and clear of all encumbrances w soev c ceps as otherwise set forth herein; and that they will forever warrant and defend the title to the same ag ' st th laims of all persons whomsoever. • 1111111111111111111111111111111111111111111111111111111 Page: 27,,2006 04:10P • Promises by Grantor. The Grantor promises that the Grantor has don o act t This promise is called a "covenant as to grantor's acts". This promise m at the C anyone else to obtain any legal rights which affect the property (such as by a . judgment to be entered against the Grantor). Signatures. The Grantor signs this Deed as of the date at the t f the fir t age. Witnessed by: Signature of Notary Public Signature of Notary Public STATE OF NEW JERSEY COUNTY OF MORRIS I CERTIFY that on November person): (a) was the maker o (b) executed this e (c).m4de thj;?, Deed Dated: November 1 2006 • H/W TO as I" Dermot e property. has not allowed ;e or allowing a L Q? JA)) T A. GEORGE and JANET A. GEORGE, H/W ed to my satisfaction that this person (or if more than one, each ; and actual consideration paid or to be paid for the transfer of title. _\__0 RRw AEL and JANET GEORGE REVOCABLE TRUST Grantor, Record and return to: David A. Lewis, Esq. 52 Maple Avenue, l" Floor Morristown, New Jersey 07960 Grantee. • LICENSE AND INDEMNITY AGREEMENT THIS AGREEMENT between MICHAEL A. GEORGE and JANET A. GEORGE, Husband and Wife (hereinafter may be identified as "PROPERTY OWNERS" and BYRD BROTHERS EMERGENCY SERVICES, LLC, a Limited Liability Corporation organized and existing under the laws of the State of North Carolina (may be referred to hereinafter as "BYRD BROTHERS" and the Town of Southern Shores, North Carolina (may be referred to hereinafter as "TOSS"). WHEREAS TOSS is a body corporate and politic existing under and pursuant to the laws of the State of North Carolina, WHEREAS, BYRD BROTHERS is a limited liability company with offices at 5164 Lamm Road, Wilson, North Carolina 27893 that has been engaged by Sampson Contracting, Inc. to supervise and facilitate certain dredging operations within the confines of the limits of the TOSS, and more particularly described in the site plan for Canal Maintenance Dredging Project, Phase One Exhibit 1,( incorporated herein by reference and made a part hereof), (hereinafter may be referred to as "the project"). WHEREAS, PROPERTY OWNERS, Michael A. George and Janet A. George, are the owners of certain property located at 283 Hillcrest Drive Southern Shores, Dare County, North Carolina and more particularly described as Lot 5, Block 94 as recorded in • Deed Book 1709 at page 0404, Dare County Registry (the "PROPERTY"). WHEREAS, BYRD BROTHERS desires to use OWNER'S PROPERTY upon which to permanently place dredging spoils and other materials generated in connection with the Project, thereby on their behalf and on behalf of all other entities, corporate and politic, in accord with, and associated or allied with them, and not objecting thereto, and to invest ownership of the spoils so placed in the said owners, their successors, heirs and assigns, absolutely. WHEREAS, the PROPERTY OWNERS agree to grant permission to BYRD BROTHERS to come upon that portion of the PROPERTY OWNERS property designated for the project and do all things reasonably necessary in preparation for the dredging of the canals and generating spoils. Thereafter spoil produced during the performance of Phase One of the Project may be permanently placed and deposited on said property in accord with the site plan. The dredging spoils shall consist of sand and other such materials and placed at the direction of BYRD BROTHERS or as further provided for hereinafter. WITNESSETH: C In consideration of BYRD BROTHERS being allowed to permanently deposit dredging spoils on said property, and in consideration of PROPERTY OWNERS nw • receiving dredging spoils and ancillary work that must be performed thereon, including but not limited to grading, reclamation, grassing and seeding and the other mutual promises, covenants and understandings as made between BYRD BROTHERS and PROPERTY OWNERS, as set forth herein, and other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, BYRD BROTHERS and the PROPERTY OWNERS (hereinafter may be referred to as "the parties") agree as follows: ARTICLE I PERMITTED ACTIVITIES 1. BYRD BROTHERS/TOSS may use those portions of the PROPERTY for the conducting of the Project as depicted and set forth in more detail in Exhibit 1 2. The PROPERTY OWNERS shall permit BYRD BROTHERS or its assigns, successors, or agents to place on their PROPERTY dredging spoils and related materials produced as a result of the performance of Phase One of the Project. It is further agreed that, at the PROPERTY OWNERS request, the location of the spoil materials and the final grade shall be in conformity with and as described and depicted in the grading plan marked Exhibit 2 which is incorporated herein by reference and made a part hereof. 3. PROPERTY OWNERS shall permit this use of the Property for the complete duration of Phase One and PROPERTY OWNERS shall have the option of • continuing this Agreement for Phase Two and Phase Three of the Project, although it is not known at the time of the execution of this Agreement if BYRD BROTHERS will participate in additional Phases. 4. Except as further set out herein, the PROPERTY OWNERS shall permit BYRD BROTHERS, its personnel, successors and assigns, state inspectors and other necessary personnel the right of entry upon the property to perform, conduct and implement the Project Plan. Access to the property shall be limited to those individuals or groups identified by BYRD.BROTHERS as set forth in Exhibit 3. A list of authorized personnel shall be maintained by BYRD BROTHERS. BYRD BROTHERS may modify the list in its discretion but shall notify the PROPERTY OWNERS weekly of any additions or deletions thereto or therefrom. (The initial version of Exhibit 3 is attached hereto, incorporated herein by reference and made a part hereof). All others shall be considered to be trespassers regardless of the point of entry. 5. Enforcement and control of access shall be vested in BYRD BROTHERS. This shall not operate to preclude the PROPERTY OWNERS and their invitees from access to the site. BYRD BROTHERS may erect such fences and protective barriers, markers and signs as they deem necessary to identify the job site and to restrict access thereto. Control of access and the restrictions to the property shall commence at the beginning of the execution of this Agreement, and continue for 60 days after completion of all work as required or allowed herein. 0 2 6. PROPERTY OWNERS grant BYRD BROTHERS and authorized necessary personnel access to the property via the unimproved driveway located upon the extreme northern property boundary of 279 Hillcrest Drive. BYRD BROTHERS agrees to upgrade and maintain the road consistent with the type and volume of traffic, and to repair any damage created at the intersection of the un-improved road with the TOSS road (Hillcrest) if required by TOSS. 7. BYRD BROTHERS may assign its rights granted in this Agreement to other persons or entities to which assignment the PROPERTY OWNERS agree. ENVIRONMENTAL CONDITIONS 1. All work performed by BYRD BROTHERS shall be in compliance with the specific permit requirements and conditions as established by the Coastal Area Management Act (CAMA) and all subsidiary agencies having jurisdiction over any part of the operations to be conducted, including NCDENR departments of soil and water qua?ity. 2. The work to be performed hereunder shall include construction of berms and the permanent placement of spoil materials dredged from the canals on the PROPERTY OWNERS property. 3. TOSS established the requirements and specifications for the Project. TOSS is the holder of the State permit approving the dredging plan. As permittee TOSS has the joint and several responsibility for assuring the performance of the Project as required by permit conditions and engineering specifications. 4. The PROPERTY OWNERS are relying upon the assurances, knowledge, representations and expertise of BYRD BROTHERS and TOSS that the dredged materials are suitable for placement upon their property, and their property is suitable to receive same as a spoil disposal area. It is further understood agreed that the PROPERTY OWNERS have no independent knowledge of the content or constituent parts of the dredged materials themselves. BYRD BROTHERS and/or TOSS shall defend, represent the interests of and indemnify the property OWNERS in the event that any violation of the Comprehensive Environmental Response Compensation and Liability Act of 1980, 32 US CA § § 9601-9675 ( CERCLA), as amended by the Super Fund Amendments and Reauthorization Act of 1986 (SARA) are alleged or action thereunder initiated. INSURANCE REQUIREMENTS 4. BYRD BROTHERS agrees to provide PROPERTY OWNERS a certificate of insurance listing the PROPERTY OWNERS as additional insured with the coverage and limits as set forth on the Certificate of Liability Insurance, a copy of which 3 • is marked Exhibit 4 and attached hereto and made a part hereof by reference. Liability insurance shall be maintained for the protection of the PROPERTY OWNERS during their maximum period of liability or exposures resulting from the activities permitted herein. SITE CLOSURE. 1. Final grade will be subject to the approval of the PROPERTY OWNERS. The grading shall be in accord with the Grading Plan marked Exhibit 2 which is attached hereto and incorporated herein by reference. 2. Upon satisfactory completion of grading, the Property will be seeded with seasonal grasses and a minimum coverage of at least 80% maintained through two complete growing seasons. 3. Improvements to the access road made by BYRD BROTHERS, at the discretion of the PROPERTY OWNERS may be retained or reclaimed. Any fill, grading, or changes made to the access road shall be done in a manner to prevent diverting water from the TOSS road onto PROPERTY OWNERS property. INDEMNITY 1. BYRD BROTHERS shall indemnify and hold harmless the PROPERTY OWNERS from loss for claims, damages, and expenses arising out of or resulting from performance of BYRD BROTHERS work on the Project, whether such claims, losses, damages or expenses are a direct, indirect or consequence of the performance of the acts as allowed or contemplated herein. 2. It is specifically agreed and within the contemplation of the parties and as part of the bargained for valuable consideration in support of this Agreement that BYRD BROTHERS will defend or cause to be defended any action brought by any and all third parties against the PROPERTY OWNERS, their agents or assigns resulting from their entering into, performing or exercising rights in accord herewith. ARTICLE II MISCELLANEOUS PROVISIONS The provisions of Article I notwithstanding, the provision of Article II, shall take precedence in the event of a conflict or ambiguity. 1. BYRD BROTHERS and the Town of Southern Shores warrant that all required permits have been applied for, granted or will soon be applied for 2. Use of the PROPERTY OWNERS property for Phase Two and/or Phase • 4 1?41 • Three is not contemplated herein. As such, the PROPERTY OWNERS participation in Phase two and/or Phase Three is a subject of future negotiations. Any future participation will be dependent upon reaching satisfactory Agreement as to compensation and all insurance and other indemnifications as set forth herein and any Exhibits. All other conditions and obligations appertaining to Phase One would apply to Phases Two and/or Three. 3. BYRD BROTHERS and TOSS shall not unilaterally make changes to any requirements and/or conditions of this agreement, including those required by any State Agency without the consent of the PROPERTY OWNERS. 4. BYRD BROTHERS shall exercise extreme care to protect the tress and other growth as depicted in the engineering drawings in Exhibit 1. 5. BYRD BROTHERS in cooperation with TOSS shall promptly respond appropriately to any inquiries, threats, written or verbal, and shall make a good faith effort to resolve then without harm or any expense to the PROPERTY OWNERS. 6. BYRD BROTHERS shall make reasonable efforts to minimize or reduce any stench from decaying matter produced by dredging and deposited on the property. 7. A lockable gate shall be installed at the intersection of the access road and the TOSS/Hillcrest Drive right of way The gate shall be closed and locked unless it is • needed for ingress or egress by BYRD BROTHERS or their authorized personnel. 8. BYRD BROTHERS shall provide trash and refuse containers and the work area shall be cleaned up daily. The work area shall be maintained in as neat and orderly manner as nearly as possible. 9. Portable Toilets are required and shall be placed out of the public's view. 10. Nails, placards or signs shall not be attached to any tree or shrub on owner's land. Only those areas indicated in the Project Plan drawings may be used by BYRD BROTHERS and TOSS. All other areas are reserved for the Owner's use. 11. The PROPERTY OWNERS, TOSS and BYRD BROTHERS shall execute/approve final grading plan as depicted in Exhibit 2. 12. PROPERTY OWNERS shall be provided an opportunity to review the modified final contract and Project Drawings and specifications between BYRD BROTHERS and the TOSS. 13. One of the PROPERTY OWNERS house, is located at 283 Hillcrest Drive, Southern Shores. That house is in a summer rental program between May 30, 2010 and September 5, 2010. BYRD BROTHERS agrees not to engage in any activities that • 5 ?w • would serve to interfere with any rights to quiet and peaceable enjoyment of the premises by renters without the said PROPERTY OWNERS consent. BYRD BROTHERS shall reimburse the PROPERTY OWNERS for any loss of RENTAL income resulting from the use of the property in accord with this agreement. 14. This Agreement may be terminated or cancelled upon written agreement between the PROPERTY OWNERS and BYRD BROTHERS. In such event no compensation paid to or on behalf of the PROPERTY OWNERS shall be demanded or paid. 15. This Agreement shall be effective upon execution and when all Exhibits m are prepared, available and initrialed. Execution shall be when both BYRD BROTHERS and PROPERTY OWNERS sign and date same along with any available attachments and the payment of compensation as agreed upon to the PROPERTY OWNERS has been made. This Agreement shall terminate on April 30, 2011 However, the PROPERTY OWNERS may extend the end/completion date if caused by weather or other circumstances over which BYRD BROTHERS has no control. Said extensions shall not be granted for any situation resulting from the performance of any other Phase without prior, written from TOSS and written approval from Owners. 16. This Agreement shall terminate regardless of the status should BYRD is BROTHERS and/or TOSS be found in violation of any permit requirement and not notify the PROPERTY OWNERS verbally within 48 hours and in writing within the time as specified for the abatement of the violation and of the plan to remedy same. Notification to the PROPERTY OWNERS shall be the duty of BYRD BROTHERS and TOSS. In the event that BYRD BROTHERS and/or TOSS fail to notify the PROPERTY OWNERS as required herein the PROPERTY OWNERS may avail themselves of any action, legal or equitable, that are available to protect their interests. IT Upon default by BYRD BROTHERS, all terms and conditions as to reclamation, site remediation as set forth herein shall apply, including grading, road reclamation and re-vegetation. 18. BYRD BROTHERS shall cause a completion bond to be issued in a sum sufficient to cover all expenses for the performance of non-completed close out, including clean-up, grading, seeding and to partially compensate PROPERTY OWNERS for their good faith reliance in the event of default. The completion bond shall be in an amount of at least $50,000.00. 19. No action shall be taken that will disturb or alter the areas approved for a septic field as identified by a permit issued by the Dare County health Department. Said permit is marked Exhibit 5, which is attached hereto and made a part hereof. • 6 ?W • 20. Upon completion of all obligations and duties as required herein The Town of Southern Shores shall abandon all right, claim or ownership interest in the dredged materials. Absolute title to same shall be vested in the PROPERTY OWNERS, their heirs, successors and assigns. It is understood that reclamation of the site will necessarily involve the mixture and consolidation of the dredged materials with the soil of the PROPERTY OWNER so as to make them indistinguishable and not susceptible to separation. 21 Movement of spoils, equipment or the placement of pipe across the southern most boundary of the Owner's property located at 279 Hillcrest and the Northern most boundary of 283 Hillcrest shall not be done without the written permission of the respective PROPERTY OWNERS. 22 The PROPERTY OWNERS shall determine the maximum quantity of dredged materials to remain on their property from any phase. The PROPERTY OWNERS will advise BYRD BROTHERS of any anticipated excess to the degree possible prior to the placement of same upon their property. BYRD BROTHERS agrees to remove any excess without cost to the Owners. 23. BYRD BROTHERS agrees that the PROPERTY OWNERS may obtain a is policy of legal insurance, i.e.-prepaid legal services, and pay the premiums of same from funds that are currently held in escrow with David B. Parks. Any such policy may, in the discretion of the PROPERTY OWNERS, be kept in full force and effect for a period of five (5) years form the date of execution of this Agreement. Sufficient funds for the payment of the premiums shall be retained by the said attorney in an amount to satisfy the requirements hereof. 24. Should an agreemenVbe reached between BYRD BROTHERS and/of--- /t2ll? TOSSrwittrany other property owner(s )on Hillcrest Drive that is based upon this Agreement and this yields more compensation for agreed upon herein then PROPERTY 5? OWNERS shall be paid an additional amount equal to the difference. 25. This Agreement may be reproduced or copied. Any reproduction or copy of same shall be given the same legal force and effect as an executed original This Agreement is dated May 28, 2010. • 7 • BYRD BROTHERS Emergency Services, LLC (tom (SEAL) By Title If PMMAf (SEAL) MICHAEL A. GE R E, Property Owner ' (SEAL) JAN A. GEOR , Prope Owner STATE OF NORTH CAROLINA County of Dare, to wit C1 is THIS DATE did personally appear before me the undersigned Nnotary, in my State and County aforesaid, MICHAEL A. GEORGE and JANET A. GEORGE and MARK S. Weirman who are personally known to me or who identified themselves to my sati sfaction and who subscribed to and acknowledged their execution of the foregoing Agreement. GIVEN UNDER my hand and Seal this 28" 1 ?\? p 6 ..A WT4RV W * * * 1gy commission expires PUBLIC 1111160 8 6/04/14 Mw Bt 4d Bathers EMERGENCY SERVICES, L.L.C. June 22, 2010 Mr. Peter Rascoe, Town Manager Town of Southern Shores 5375 N. Virginia Dare Trail Southern Shores, NC 27949 Re: Letter of Authorization Canal Maintenance Dredging Project Town of Southern Shores Southern Shores, Dare County, North Carolina Dear Mr. Rascoe; Byrd Brother Emergency Services, L.L.C. (Byrd Brothers) gives the Town of Southern Shores permission to apply for permits on properties in Southern Shores upon which Byrd Brothers has License and Indemnity Agreements with the owners of property upon which the disposal of spoils generated by the maintenance excavation of the access channel and canals are proposed to be deposited. Sincerely, Bryd Brothers Emergency Services, L.L.C. Byrd, Manager/Member 5164 Lamm Rd. I Wilson, NC 27893 1 www.byrdbrothers.com T 252.293.4488 1 F 252.293.4490 Date • Rowboat Dock & Dredge Company Project Protocol for Monitoring Effluent Discharge Phase 1, Canal Maintenance Dredging Project Project Number: P98033.12 Town of Southern Shores, Dare County, NC Dated: 24 June 2010 The following monitoring protocol will be utilized by Rowboat Dock & Dredge at the Hillcrest Disposal Area Site to monitor the water quality associated with the effluent discharge from the Secondary Settling/Polishing Basin into the canals of The Town of Southern Shores. The purpose of this effluent monitoring plan is to insure that those works performed are conducted in compliance with 15A NCAC 02B .0211, "Fresh Surface Water Quality Standards for Class C Waters", Section K. The purpose of this protocol is to prevent a significant increase in turbidity outside the area of construction or construction- related discharge. Increases such that the turbidity in the receiving waters is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. Works will be further performed in accordance with North Carolina General Permit No. NCG520000 allowing discharge in-stream sand mining wastewater, associated storm water and similar wastewaters under the National Pollutant Discharge Elimination System. Effluent is defined as "runoff" from sand dredging operations and/or discharge from the retention pond(s). The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU in streams, lakes and reservoirs designated as trout waters 25 NTU in all lakes, reservoirs and all salt waters 50 NTU in all other streams and surface waters. If turbidity exceeds these levels as a result of background conditions, the discharge cannot cause any increase in the turbidity of the receiving water. Sticks, leaves and other debris removed by dredging shall not be returned to surface waters. There shall be no discharge of floating solids or visible foam in other than trace amounts. The Monitoring Plan is as follows: 1. Constituents to be monitored: pH Turbidity 2. Documented Monitoring (Location and Frequency): A. Prior to work start each day, one (1) background sample will be taken and recorded prior to the start of dredging. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. B. Three (3) additional production water samples will be taken and recorded from the same location during each day of active dredging. In the event that no dredging is performed during a given 12-hour work period, no water quality samples will be recorded. C. The first of the three daily production water samples will be taken within the first • 30 minutes after water is discharged from the polishing pond into the receiving Page 1 of 2 Created on 6124/2010 11:07:00 AM waters. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. D. The second of the three daily production samples will be taken and recorded during the middle of the dredging day or a minimum of 4 hours and maximum of 6 hours after the first sample has been taken. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. E. The third of the three daily production samples will be taken and recorded within 30 minutes of the end of the dredging day when the dredge is secured for the period. This sample will be taken in the receiving waters within five (5) feet of the downstream end of the discharge pipe leading from the flashboard riser at the polishing pond. F. In the event that weather, mechanical or other delays preclude meaningful production during a normal 12 hour work period, then such delays will be noted in the monitoring record. In this event, samples applicable to the actual production window will be taken and recorded. G. The sampling location has been identified with an "A" on the attached drawing. 3. Un-documented Monitoring: A. Throughout the project the Contractor will monitor the turbidity within the Primary basin and Polishing pond in order to adjust the rate of polymer injection at the flocking station. B. Samples will also be taken at any time a substantial change in turbidity or color is observed in the receiving waters. 4. Sample Method: Grab Sample 5. Frequency of Reporting: A. The discharge turbidity levels will be reported on a daily basis on the attached form. An onsite log book will be maintained by the contractor and will be available for review by the designated representative of the Town of Southern Shores. Using this protocol, The Town, at its discretion, may perform additional sampling and quality assurance monitoring, provided that such work does not interfere with those works being performed by the Contractor. Res ectfully submitted l Robert O. Wilson, President • Rowboat Dock & Dredge Page 2 of 2 Created on 6/24/2010 11:07:00 AM Town of Southern Shores Turbidity Report Dredging Project 2010 - Phase 1 Contractor: Rowboat Dock & Dredge Week starting on: Submitted by: Date Sample Number Time PH Turbidity (PPM) Notes Back round 1 2 3 Back round 1 2 3 Back round 1 2 3 Back round 1 2 3 Back round 1 2 3 Back round 1 2 3 Back round 1 2 3 0 • Rowboat Dock & Dredge Company Project Protocol Booster Pump Monitoring Phase 1, Canal Maintenance Dredging Project Project Number: P98033.12 Town of Southern Shores, Dare County, NC 24 June 2010 In the event that a booster pump is required, the following booster pump monitoring plan will be utilized at the Loblolly Marina Site during Phase I of the Canal Dredging Project. If a booster pump is used, the following procedures will be implemented as part of the operation of the booster pump: 1. At all times during the operation of the booster pump an operator will be onsite monitoring the operation/performance of the pump. 2. In addition to operating the booster pump, this employee will be responsible for monitoring the integrity of the dredge pipeline and watching for any leaks or breaks that may occur. 3. If a leak or break is discovered in the pipeline, the employee will immediately shut down the dredging operation • and affect the necessary repairs. Respectfully submitted, Robert O. Wilson, President Rowboat Dock & Dredge • Page 1 of 1 Created on 6/2412010 10:31:00 AM • Rowboat Dock & Dredge Company Project Protocol Evaluating a new Polymer Phase 1, Canal Maintenance Dredging Project Project Number: P98033.12 Town of Southern Shores, Dare County, NC 24 June 2010 If the project requires the evaluation of a polymer not yet approved by the NCDENR the following protocol will be utilized to field test the unapproved polymer: 1. When a dosage of polymer is determined and work has begun, an Acute Toxicity (pass/fail) Test using mysidopsis bahia or other organism, as approved by NCDENR Toxicologist Cindy Moore, shall be conducted. Tests shall use the following dilutions: 100%, 75%, 50%, 25% and 12%. One (1) sample shall be taken immediately with three (3) additional tests evenly spaced over the life of the project. All questions pertaining to the toxicity test should be directed to Cindy Moore at (919)743-8442. 2. If there is a significant dosage change or a change in the polymer, then the initial test will be taken again and the Town should communicate the time remaining in the work to the Division of Water Quality personnel at the Washington Regional Office and the number of additional tests shall be determined. 3. Records of polymer type and dosage will be maintained for inspection. Copies of these test results will also be provided to the Town upon completion by the laboratory. • Respectfully Submitted Robert O. Wilson, President Rowboat Dock & Dredge • Page I of I Created on 6/24/2010 11:14:00 AM NCDENR North Carolina Department of Environment and Natural Resources • Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary August 18, 2009 Mr. Charles B. Read, Town Manager Town of Southern Shores 5375 N. Virginia Dare Trail Southern Shores, NC 27949 Subject: Permit No. SW7090805 Town of Southern Shores, Phase 1 - Canal Maintenance Dredging Project Low Density Stormwater Project Dear Mr. Read: Dare County The Washington Regional Office received a complete Stormwater Management Permit Application for Town of Southern Shores, Phase 1 - Canal Maintenance Dredging Project on August 10, 2009. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7090805 dated August 18, 2009, for the construction of the subject project. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein, and does not supercede any other agency permit that may be required. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter, please contact either Samir Dumpor or me at (252) 946-6481. incerely, Al od?e Regional Supervisor Surface Water Protection Section Dare County Inspections Division of Coastal Management Washington Regional Office • Central Files AH/sd: S?VVQS\STORMWATER\PERMIT\SW7090805 cc: oe Anlauf, Quible & Associates, PC North Carolina Division of Water Quality Internet: www.ncwaterauali y.( 943 Washington Square Mall Phone: 252-946-6481 One Washington, NC 27889 FAX 252-946-9215 NorthCarohna An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Natuwl& State Stormwater Management Systems Permit Number SW7090805 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES • DIVISION OF WATER QUALITY STORMWATER MANAGEMENT PERMIT LOW DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules and Regulations PERMISSION IS HEREBY GRANTED TO Town of Southern Shores Town of Southern Shores, Phase 1- Canal Maintenance Dredging Project Dare County FOR THE construction, operation and maintenance of a low density development in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications, and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. • The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions and limitations: 1. DESIGN STANDARDS This permit covers the construction of 126,196 square feet of temporary built- upon area and 29,396 square feet of existing built-upon area, for a total of 155,592 square feet of built-upon area. The temporary built-upon area consists mainly of gravel drives and reinforced membrane liner for spoil material dewatering. All of the temporary built-upon area shall be removed after the completion of dredging project. 2. The overall tract built-upon area percentage for the project must be maintained at 24%, as required by Session Law 2008-211 and Section 2H .1005 of the stormwater rules. 3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are enforceable parts of the permit and shall be kept on file by the permittee at all times. 4. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division. 5. No piping is allowed except that minimum amount necessary to direct runoff • beneath an impervious surface such as a road or to provide access. 6. The built-upon areas associated with this project shall be located at least 50 feet landward of all perennial and intermittent streams or other surface waters. Page 2 of 5 Mate Stormwater Management Systems Permit Number SW7090805 7. Roof drains must terminate at least 50 foot from the Mean High Water line. II. SCHEDULE OF COMPLIANCE 1. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable built-upon area. 2. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. 3. This project may not be sold or subdivided in whole or in part without first receiving a permit modification from the Division. 4. Prior to the subdivision and/or sale of this project, in whole or in part, the following deed restrictions must be recorded with the Office of the Register of Deeds: a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number $W7090805, as issued by the Division of Water Quality under NCAC 2H.1000. b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. C. These covenants are to run with the land and be binding on all persons d and parties claiming under them. The c n t e t i in , ove an s p r a n g to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina, Division of Water Quality. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division of Water Quality. f. This project is permitted for a maximum of 152,592 square feet of temporary built-upon. area. Construction of additional built-upon area in excess of this amount will require a permit i-nodification. g. This project may not be sold or subdivided, in whole or in part, without first receiving a permit modification from the Division.r h. Construction of additional impervious areas such that low-density requirements are no longer met will require a permit modification prior to construction. An engineered system will be required to collect and treat the runoff from all built-upon area associated with the project, including that area permitted under the low density option. i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this development, except for average driveway crossings, is strictly prohibited by any persons. j. The built-upon areas shall be located a minimum of 50 feet landward of all perennial and intermittent surface waters. 5. A co py of the recorded restrictions must be received in this Office within 30 days of the date of sale. • 6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the permitted development, except for average driveway crossings, is strictly prohibited by any persons. Page 3 of 5 State Stormwater Management Systems Permit Number SW7090805 7. Projects within DCM's Area of Environmental Concern (AEC) are subject to a reduction of the permitted amount of built-upon area due to CAMA jurisdiction within the AEC. The most restrictive of the two numbers shall be considered the maximum BUA. 8. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to the approved plans, regardless of size. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built-upon area. e. Further subdivision, acquisition, or sale of the project area in whole or in part. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought. f. Filling in, altering or piping any vegetative conveyance shown on the approved plan. 9 Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational for their intended use prior to the construction of any built-upon surface. 10 During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated conveyances will be repaired immediately. 11 The permittee shall at all times provide the operation and maintenance • necessary to operate the permitted stormwater management systems at optimum efficiency to include: a. Inspections b Sediment removal. C. Mowing, and re-vegetating of the side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. 12. Within 30 days of completion of the project, the permittee shall certify in writing that the project has been constructed in accordance with the approved plans. 13. The permittee shall submit all information requested by the Director or his representative within the time frame specified in the written information request. III. GENERAL CONDITIONS 1. This permit is not transferable to any person or entity except after notice to and approval by the Director. The Director may require modification or revocation and re-issuance of the permit to change the name and incorporate such other requirements as may be necessary. In the event of a name or ownership change, a completed Name/Ownership Change form, signed by both parties, must be submitted to the Division of Water Quality accompanied by the supporting documentation as listed on page 2 of the form. The approval of this • request will be considered on its merits, and may or may not be approved. 2. The permittee is responsible for compliance with all permit conditions until the Director approves a transfer of ownership. Neither the sale of the project nor the Page 4 of 5 State Stormwater Management Systems Permit Number SW7090805 transfer of common areas to a third party, such as a homeowner's association, constitutes an approved transfer of the stormwater permit. 3. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. 4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Session Law 2008- 211 and Title 15A NCAC 2H.1000 of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al. 5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by the Division, such as the construction of additional or replacement stormwater management systems. 6. The permittee grants permission to DENR Staff to enter the property during normal business hours, for the purpose of inspecting all components of the stormwater management facility. 7. The permit issued shall continue in force and effect until revoked or terminated. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for. a permit modification, revocation and re-issuance, or termination does not stay any permit condition. 8. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 9. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 10. The issuance of this permit does not preclude the Permittee from complying with any and x111 statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state and federal), which have jurisdiction. 11. The permittee shall notify the Division in writing of any name, ownership or mailing address changes at least 30 days prior to making such changes. Permit issued this the 18th day of August, 2009 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 1 - --------------------------- for Colleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. SW7090805 • Page 5 of 5