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20071809 Ver 4_CAMA Application_20111201
D't - � g o q. U�.. �@� / � / North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C Davis Dee Freeman Governor Director Secretary December 5 2011 MEMORANDUM � IS����� D TO Karen Higgms Webscape Umt Supervisor DEC - 7 Z�,� Division of Water QualiTy Raleigh DENR WqTER �os��sro� oua�irr FROM Doug Huggett �A�R�CH Ma�or Permrts Processmg Coordinator S�JBJECT CAMA/DREDGE& FILL Permrt Application Review Applicant TOWN OF SOUTHERN SHORES Pro�ect Location CANAL SYSTEM IN SOUTHERN SHORES Proposed Pro�ect MAINTENANCE DREDGE 19 CANAL SECTIONS Please mdicate below your agency's posrtion or viewpoint on the proposed pro�ect and return this form by 2/26/11 to� 400 Commerce Avenue Morehead tCi NC 2855 If you have any questions regardmg the proposed pro�ect please contact Ron Renaldi at (252) 264 3901 When appropriate in depth comments wrth supportmg data are requested REPLY This agency has no ob�ection to the pro�ect as proposed This agency has no comment on the proposed pro�ect This agency approves of the pro�ect only if the recommended changes are mcorporated See attached This agency ob�ects to the pro�ect for reasons descnbed m 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 NorthCarollna An Equal Opportunity 1 Affirmative Action Employer ��tu�'QC`� DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1 APPLICANT'S NAME Town of Southern Shores Canal Dredging Pro�ect Phase il 2 LOCATION OF PROJECT SiTE The Town of Southern Shores which is located in northern Dare County extends from US 158 (Croatan Highway) north approximately four miles to the Town of Duck The Currituck Sound and Jean Guite Creek border the town to the west and the Atlantic Ocean borders the town to the east The proposed dredging efforts will occur within the existing canal system located in the western area of the Town of Southern Shores The canal system encompasses an area from Jean Guite Creek to a point approximately 0 5 miles to the east and from US 158 to a point approximately 2 25 miles to the north The proposed dredging will mostly be withm the interior canal system with the exception of five channels that connect the interior canal systems with Jean Guite Creek Photo Index— 2006 185-7225 (K17 through Q1) canal 185-7226 (E18 through H1) access channel (J6 through P6) canal (M24 through P1) canal 185-7227 (124 through J19) access channel (024 through P16) canal (Q 21-24) canal (P 15 16) transfer site 2000 185-2095 (K17 through M1) canal (Q2 through Q17) canal 185-2096 (D18 though 11) access channel (J-O 1 7) canal (L24 through P3) canal 185-2097 (H24 through J18) access channel (N24 through 016) canal (P 22 24) canal (P 16) transfer site 1995 186-1963 (T 23 through W1) canal 186-1964 (M22 through S2) access channel (S9 through X10) canal (V24 through X10) canal 1989 1 46-7 (K 17) transfer site (111 through K1) canal (K16 through 16) canal (J6 through R6) canal (Q14 through S1) access channel 1 46 10 (E5 through G20) canal K24 through L5) 1978 93-411 (S1 through S17) access channel (T4 through X3) canal State Piane Coordinates -X 2962733 Y 881567 Rover File E110813A Quadrangle Martins Point (LL) and Kitty Hawk (UL) 3 INVESTIGATION TYPE CAMA 4 INVESTIGATIVE PROCEDURE Dates of Site Visit— November 8 2011 Was Applicant Present - No 5 PROCESSING PROCEDURE Application Received Complete — December 1 2011 Office - Elizabeth City Town of Southem Shores Canal Dredging Pro�ect Phase II _______- ___ - . Field Investtgat�on Report � `- - - Page 2 — — 6 SITE DESCRIPTION (A) Local Land Use Plan — Town of Southern Shores Land Classification From LUP —The canals are classified as Conservat�on I the transfer site is classified as Conservation II (6) AEC(s) Invoived Public Trust Area and Public Trust Shoreline (C) Water Dependent Yes - --� — (D) Intended Use Public (E) Wastewater Treatment Existing — N/A Planned - N/A (F) Type of Structures Exist�ng - Bulkheads piers docks boatiifts along canals _` Planned Spoil transfer site (G) Estimated Annual Rate of Erosion N/A Source — N/A 7 HABITAT DESCRIPTION [AREA square feet (SF)] DREDGED DISTURBED/FILLED (A) Pubiic Trust Area - With Submerged Aquatic Vegetation (SAV) �15 000 SF - Without SAV �682 250 SF (B) Uplands �4 800 SF (C) Coastal Wetlands / COE 404 Wetlands None None (D) Total Area Disturbed �702 050 SF (16 12 acres) (E) Primary Nursery Area Yes (Designated by NC Wiidlife Resources Commission) (F) Water Classification SC Open to Shellfishing No 8 PROJECT SUMMARY The appiicant proposes to dredge approximately 2 121 feet of the canal system that connects directly to Jean Guite Creek and approximately 21 494 feet of interior canais The proposai includes the construction of a spoil transfer site on a Lot located at the intersection of East Dogwood Trail and Holly Trail in which mechanically dredged spoils will be transferred from barges to sealed dump trucks Dredge spoils will be trucked offsite to a sand pit located in Currituck County Pro�ect Settinq The Town of Southern Shores has proposed to maintenance dredge a totai of 19 canal sections to varying depths Of these 19 sections 4 areas are designated as inner access channels (IC2 IC3 IC4 & IC6) and 15 are designated as interior canals (CB CC CD CE1 _ CE2 CF1 CF2 CG CH CJ CK CM CO CP &CQ) Within this canal system there are 363 individual lots that front the water Of these 265 lots are bulkheaded and �145 lots have docks piers and/or boatlifts , Town of Southern Shores Cana(Dredgmg Pro�ect Phase II - -- ---_ -- - � Field Investigatton Report � _, Page 3 The inner access channel designated as IC2 originates at the mouth of one of the two primary entrances to the town s canal system Th�s section is �1 222 in length and extends from Jean Guite Creek to the South Dogwood Trail bridge crossing The South Dogwood TraA bridge consists of wooden pilings supporting a concrete and asphalt deck The bridge pilings are spaced 30 apart and provide �10 of clearance above NWL to allow boat traffic The canai is �54 wide at the bridge crossmg Water depths within IC2 range from-3 6 to 4 5 and average- — -4 1 Canal section CC extends from the South Dogwood Trail bridge crossing in an easterly direction for � 2 130 Water depths within this section range from -2 8 to 4 5 and average 36 Four canals (CB CD CE CF) extend m a northerly direction from canal section CC Canal _ section CB was dredged to a depth of 4 for�400 during Phase I dredging with the remainder being dredged to 5 Canal section CD extends �546 and has water depths that range from - 3 5 to 2 5 and averages 2 9 Canal section CE is broken into two separate sections Section CE1 extends �577 and has water depths that range from -2 3 to -4 3 and averages -3 3 Section CE2 extends�2 225 and has water depths that range from 1 8 to-2 3 and averages -Z 4 Canal section CF is broken into two separate sections Section CF1 extends �597 and has water depths that range from -3 1 to 3 4 and averages -3 3 Section CF2 extends �888 and has water depths that range from 2 7 to -3 6 and averages 3 2 Canal section CG extends �8 816 in a southerly direction from canal section CC and runs parallel to Duckwoods Drive Water depths within the proposed dredging area of CG (�7 782 ) range from -2 5 to -5 2 and average -3 7 Water depths that range from -4 1 to 5 8 exist at the head of canal section CG and are not within the pro�ect area Four canals (CJ CQ CP & CH) extend in a easterly direction from canal section CG Section CJ extends �358 and water depths range from -3 1 to -5 2 and average -4 4 Section CQ extends �297 and water depths range from -3 0 to -3 3 and average 3 1 Section CP extends�211 and has an average depth of 2 0 Section CH extends�639 to the Trinitie Trail cuivert crossing Water depths within this section range from 2 9 to 3 4 and average 3 2 The culvert supporting Trinitie Trail currentiy consists of a large corrugated metal pipe �14 in diameter that provides 8 to 10 of clearance above NWL It should be noted that CAMA GP#58371 was issued to NCDOT on November 17 2011 for the replacement of this culvert The diameter of the replacement culvert will be enlarged to 16 Canal section CK extends from the Trinitie Trail bridge crossing and extends �4 651 in a north/south direction Water depths within this section range from -2 1 to 5 6 and average M 3 � .� �, � �.� � ,�� .� �, �� .� � �, �. �..,�.,� .. „�, � �.� �. .�-� �. � Two inner access channels exist to the north of IC2 (IC3 & IC6) Inner access IC3 is �313 in length and water depths range from 3 25 to 4 0 and average 3 7 Canal section CM extends from IC3�1,995 in a north/south direction Water depths within this section range from-2 0 to -5 0 and average 3 9 IC3 is significantly narrower than the other canal sections and is�20 to 30 wide Town of Southern Shores Canal Dredgmg Pro�ect Phase II --_____ -_ _ _ _ _ Field Investtgation Report - - - - - Page 4 - — - - - - -- t IC6 is �439 in length and water depths range from -1 75 to 2 1 and average 2 0 IC6 is significantly narrower than the other canal sections and is �20 to 30 wide Two inner access channels exist to the south of IC2 (IC4 & IC5) IC4 is �218 in length and water depths range from -3 5 to-5 0 IC5 is not within the pro�ect area as it has greater water depths than the proposed dredging however canal section CO extends from IC5 and runs in a north south direction and is approximately�611 in length with water depths that range from - 2 0 to >-5 and average -2 within the pro�ect area Two Submerged Aquatic Vegetation (SA�surveys were conducted in preparation for phase 2 dredging A comprehensive survey was conducted by Quible &Associates P C in August of 2010 and revealed no occurrence of rooted SAV s within the canal system A second survey was conducted on August 24 2011 by Environmental Professionals Inc that found sparse _ _ SAV areas (less than 10°lo coverage) consisting of Coontail (Ceratophyllum demersum) Eurasion Watermilfoil (Myriophyllum spicatum) and Widgeon Grass (Ruppia mar�time) at the mouths of the inlets designated as OC2 OC4 and 005 The proposed spoil transfer site is located at the head of an interior canal (designated as CE2) on property owned by the Southern Shores Civic Association which is designated as a common area for the community This property is addressed as 69 East Dogwood Trail and is located at the intersection of East Dogwood Traii and Holly Trail No man-made structures exist on the property and it has been partially cleared It is �4 above normal water level (NWL) and is vegetated with upland trees consisting of Sweet Gum (L�qu�dambar styraciflua) Live Oak (Quercus v�rgmiana) and Loblolly Pine (Pmus taeda) as well as upland brush and grass species Coastal Wetlands were not observed on the site and the shoreline is natural The ad�acent property on the east side of the canal contains a single-family residence that has a bulkheaded shoreline and a smali dock The western side of the canal is ad�acent to Holly Trail and has been bulkheaded A review of available maps indicated that no archaeological resources are located on or ad�acent to the sub�ect property Development Proposal The proposed method of dredging will be done mechanically and the applicant anticipates that a long reach excavator will be mounted on a barge that will be approximately 28 feet wide 45 feet long with a draft of 2 feet when empty A smaller barge with a width of�10 will be used within canal CK due to the width constraint of the Trinitie Trail culvert crossing The applicant anticipates the use of barges that will have water tight hoids to contain and transport the dredging spoils to the transfer site The long reach excavator wilf be secured to the barge and will be surrounded by containment measures to trap oil and/or grease should there be a release To lim�t water turbidity floating turbidity curtains are proposed to be placed downstream and upstream at designated areas as shown on the submitted site plans Turbidity curtains will remain in place until a turbidity level of no more than 25 NTU s above ambient with the ad�acent waters is reached Town of Southern Shores Canal Dredgmg Pro�ect Phase II _ _ ______—--_ ____ Field Investigat�on Report - � Y - � - - �J Page 5 --- — --— - - Approximately 23 615 of canals will be dredged with a maximum dredging width of 30 along the centeriine with the exception of IC6 which will have a maximum width of 10 and IC3 which wi(i have a max�mum dredging width of 20 No dredging is proposed within the open waters of Jean Guite Creek _ The proposed dredging will begin in CE2 (�2 225 at a dredging depth of-4 )and CE1 (�577 at a dredging depth of-5 )to provide access to the transfer site Dredging wili then proceed to CC (�2 130 at a dredging depth of 5) and IC2 (�1 222 at a dredging depth of 5)to the mouth of Jean Guite Creek where existing water depths are 5 Dredging will then occur within the channels and canals that directly connect with Jean Guite Creek Dredging will occur in IC6 (�439 at a dredging depth of 3 ) connecting into existing water depths of-3 IC3 (�242 at a dredging depth of-4 ) connecting into existing water depths of-4 CM (two sections for a total of�755 at a dredging depth of 4) IC4 (�218 at a dredging depth of 5 ) connecting into an existing water depth of-5 and CO (�195 at a dredging depth of 4 ) located off of IC5 and connecting to an existing water depth of 5 The dredging will then proceed to the interior canais beginning with a section of CB(�400 at a dredging depth of -5 ) CB was previously dredged to a depth of 4 in phase I authorized in Ma�or Permit#95 09 but a proposed dredging depth of-5 within the connective waters of IC2 will allow a consistent 5 depth connection with the remainder of CB Dredging will then occur in CD (�546 at a dredging depth of 4) CF1 (�597 at a dredging depth of 5) CF2 (888 at a dredgingdepth of-4 ) CG (�7 782 at a dredging depth of-5 ) CJ (�116 at a dredging depth of -4) eR C�21? at a dredging depth of-4) CQ (�297 at a dredging depth of 4 ) CH (�639 at a dredging depth of-5 ) and CK (�4 136 at a dredging depth of-4 ) To eliminate or minimize potential damage to existing structures a 10 foot buffer from and around docks piers boatlifts and bulkheads will be honored by the dredging contractorwith the exception of two areas that are narrower The areas identified as IC6 and IC3 will have a 5-foot buffer from any existing structure due to a narrower canal According to the SAV surveys the estimated area populated by SAV s in the areas proposed to be dredged is 15 000 sf with a density of less than 10% A spoii transfer site will be constructed at the head of a canal (designated as CE by the applicant) on property owned by the Southern Shores Civic Association Minimal grading and tree clearing will occur at this location Logging mats will be utilized for dump trucks and any land based excavators to drive on A rumble structure is proposed that dump trucks will have to drive over before leaving the transfer site to remove any fugitive spoils A silt fence will be installed around the transfer site to prevent any spillage of spoils from re entering the ad�acent canal The spo�ls wili be transported by sealed dump trucks to the Melson Sand Pit in Currituck County Anticipated impacts • The proposed dredging operations will temporarily increase turbidity within the access channels to Jean Guite Creek and the interior canal system Town of Southern Shores Canal Dredgmg Pro�ect Phase II Field Investigation Report Page 6 � • The proposed dredging will generate approximately 31 661 CY of spoil material • The proposed dredging will result in the disturbance of approximately 697 250 SF (16 acres) of shaliow water bottom • The proposed dredging wiil result in the loss of approximately 15 000 SF of SAV s • The proposed spoil transfer site will result in the disturbance of approximately 4 800 sf of upland area Submitted by Ron Renaldi Date December 1 2011 MAJOR PE1tMIT FEE MATRIX � Apphcant ���..r� �-- So„t��n S�u tt S , Drt��,n, ��,<�. 1T Selection Development Type Fee DCM% DWQ% (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341) I Private non commercial � development that does not $250 100% ($250) 0%($0) involve the filling or excavation of any wetlands or o en water areas II Public or commercial � development that does not $400 100%($400) 0%($0) mvolve the fdling or excavation of any wetlands or o en water areas Iil For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas determine if A B C or D below a lies III(A) Private non � commercial development if $2S0 100% ($�50) 0%($0) General Water Quality Certification No 3490 (See attached can be a lied III(B) Public or commercial � development if Generai $400 100%($400) 0% ($0) Water Quality Certrficat�on No 3490 (See attached) can be a lied III(C) If General Water � Quality Certification No $400 60% ($240) 40% ($160) 3490 (see attached) could be applied but DCM staff determmed that additional review and wntten DWQ concurrence is needed because of concerns related to water quality or a uatic life III(D) If General Water � Quality Certificat�on No $400 60% ($240) 40% ($16Q) 3490 (see attached) cannot be a lied IV For development that � involves the fdling and/or $475 60% ($285) 40% ($190) excavation of more than /f one acre of wetlands and/or o en water areas , �'1 - ► goq U � ----- RECEIVED CAMA MAJOR NARRATIVE �EC � Z�� TOWN OF SOUTHERN SHORES CANAL DREDGING PROJECT PHASE IT C4ASTA!MANAGEMENT ELItABETH CITY APPLICANT Town of Southern Shores _ pttn Peter Rascoe Town Manager 5375 North V�rg�nia Dare Tra�l Southern Shores NC 27949 252 261 2394 PROJECT Dredge Phase Il of the Town of Southern Shores canal system utiluing barge mounted long reach excavators w�th placement of spoil m barges for transport to and off loadmg at the Southern Shores Civic Association s property on Holly Trail then transferred by sealed dump trucks to the Melson Sand Pit, owned and operated by Green Acres Land Development Southern Shores began in 1947 wrth the acquisition of approximately 2 600 acres extendmg from the ocean to the sound for a distance of four miles on the northern banks above Kitty Hawk by a single development company In the early 1960s development of the soundside and intenor areas was undertaken by excavat�on of low areas tnto navigable waters Approxtmately 8 3 miles of waterways were created by the development corporation that constrtutes the waterways in Southern Shores that access G�nqurte Creek The Town was �ncorporated in 1979 The Town has not undertaken a comprehensive mamtenance dredging of the canal system smce the mmal excavation of the waterway which was originalty excavated to approximately 6 ft below normal water level Over thts extended tune the canals have required some mamtenance excavation in the main entrance channel m Gmqurte Creek accessmg Cumtuck Sound and access channels to canals ad�acent to Yaupon Trail and Osprey Lane Th�s maintenance work was authorized by CAMA Ma�or Development Permrt#163 88(Southern Shores Civic Assoc�ation) The applicat�on for dredgmg to mamtam navigation w�thm the access channel and establish one permit for the excavation and maintenance access channel and the centerluie of the canals was��PPe ma tenance� Ma�or Development Permit#95 09 for Phase I This applicat►on request�s to app excavat�on for the remain�ag canais and access channets referred to as Phase II Maintenance dredgmg of the access channel and canal system(+/ 2 5 miles)was completed in February of 2011 under CAMA Ma�or Development Perm�t#95 09(as amended) Maintenance dredgmg of the southem portion of the canal system and access channets�s proposed in this applicat�on as Phase II Phase II w�ll involve dredgmg by mechanical means(barge mounted long reach excavator)the 30 813 luiear feet of the five access channels(OC2 OC3 OC4 OCS and OC6)and the intertor canals Of the 31 321 Imeaz feet (+/ 5 8 miles)wrthin the pro�ect limrts only 23 6151inear feet will be dredged as the remairung 7 7061mear feet are already at design depth The anticipated spoil generation from Phase lI excavation is 31 661 cubic yazds Due ts o I volumes may be less thanbexpec ed as dredging adJa ent�to�these structtures well be avoided system the p to limrt undermimng The designated spoil s�te for Phase II is located at the ex�stmg Melson Sand Pit owned and operated by Green Acres Land D eclama on (ant fogthe mme 2A�spoil transfer site is prov ded at the headlof a cana on land the approved r p owned by Southem Shores Civic Assoctation on Holly Trail The areas to be excavated are described m the attached spreadsheet and correspond to the designattons depicted on the plat A section of CB whtch was dredged�n Phase I to-4 feet wifl now be dredged to 5 feet to connect the CB canal wrth the inner channel CC , Dredgmg wrthu►the canal system will be based upon a centerlme alignment and the width may vary depending upon the existu�g width of the canal and any impeding existmg structures(plers boat hfts moor�ng pilings bulkheads etc) Of the 363 lots fronting the Phase II portion of the pro�ect,+/ 73%are bullcheaded(2651ots) and+/ 145 lots have docks piers and/or boatl►fts No dredgmg of mdividual boat basms or dock areas w111 occur in this pro}ect These ex�sting structures will present obstacles to the dredgmg and as a result some areas of the canal will not be dredged to the full w�dth as proposed A 10 foot buffer from any ex�stmg stiucture will be honored by the dredgtng contractor m order to mimmtze any possible underminmg or damage to these pnvate swctures Although the average canal width is+/ 60 feet,two areas are significantll boat owners wa 11 be equu'd toremf ove the�r vessets from the (eanals pnor o commen ement to Yaupon) A of dredgmg activities In preparation for the design and permitting of Phase II two Submerged Aquat�c Vegetation Surveys were conducted A comprehensive survey was conducted by Quible&Associates P C August 2010 A general reconnaissance was conducted by Envuonmental Professionals Inc August 24 2011 The results of these studember 3 20101and the Lett rR port by E n o mental Professio�nal,Inc August 25 2011 Sept The methodoto�a un lzed snorkel and mask supplem nited w th�akir►g and the B vuomm�tamethods in that the Quible S y Professionals Study util�zed the rakmg method The findmgs of the Quible Study revealed no occurrence of rooted SAV along any of the transect alignments The Envuonmental Professionals Study found sparse pop�tlation(less than 10%coverage)of rooted Ceratonhvllum demersum.Mvnovhvllum sn�catum,_mterspersed with even more sparse examples of Runuia mantima at the mouths of the u�►lets designated as OC2 OC4 and OCS The existence of SAVs at OCS was to the south of the proposed dredging predomu►antly along the wide shoal on the intenor of the mlet The estimated expanse of the area populated by SAVs�s 15 000 sq ft w�th a denslty of less than 10% The pro�ect once permitted w�ll be advert�sed for btds v►accordance with State law for public agenc�es The actual dredguig process currently antic�pates use of an long reach excavator ngged bazge Such a barge used by a successful contractor could conceivably be approximately 28 feet wide 45 feet long with a draft of 2 feet The long reach excavator would be secured on the barge and would be surrounded by contamment measures to trap o�l and/or grease should there be a release An Oil Sp�ll Resppnse Contingency Plan would be provided for the operation and would detail these measures The pro�ect anticipates use of barges wrth water ttght holds to contain and transport spal The first area to be dredged will be CE2 and CE 1 to ensure access to the transfer site Dredging w�ll then proceed to CC and IC2 ouThen the e o ecttwelln�roceed up CB channels and canals off of Gmqu�te Creek(IC6 and IC3 IC4 and ICS) p J P CD CF CG CJ CP CQ CH and CK It is antic�pated that turbidity control w►11 be accompl�shed by the placement of floatmg turbidtry curta�ns downstream and where necessary upstream of both the transfer site and excavation s�te Since the sedunent s charactensttcs range from sand to s�lt one or more turbid�ty curtams will be used to provide measures that will allow for turb�dity levels of no more than 25 NTUs above ambient beyond the turbidity curtams and adequate time will be allowed before relocation of the turb�dity curtams to promote settlement The accompanying Dredg►ng Lim�ts plan dep�cts the location of the float�ng turbidtty curtatns Any land based excavator at the transfer s►te will operate on wooden mats ad�acent to the head of the canal to transfer spoii to seaied dump trucks Such dump tcucks would cross a rumble structure in order to remove fugit�ve spoil before enteruig the highway The trucks will be dumped at the Melson Sand Pit,and matenals will be spread and/or blended for final d�sposrtion It is anti�epa totalaer od of 80 100 days t accompl h the p o�ect f o pleted�n a s�ngle dredge cylcle anticipa p 2 SPOIL DISPOSAL AREA Spoil will be placed m barges to be transported to the off loadmg stte at the Southern Shores Crv�c Assoc�at�on s property on Holly Trail and then transported by truck to the Melson Sand Prt m Cumtuck County The alignment of the transfer truck route has been chosen to avoid the need for s�gmficant vegetatton removal thus the cleanng and graduig w�ll be mu►�mal The placement of logg�ng mats will even out undulahons that occur in the topography and therefore gradmg at the srte w►11 be mmimal Silt fence will be employed around the transfer srte as depicted on the plan sheet entrtled Spoil Trarisfer Srte WATER DEPTHS Water depths were surveyed by Geodynamics LLC by utilizarion of sub centimeter GPS locanons and contu►uous depth recordation equipment producing data that covered the centerlme depths and cross sect�ons at fauly evenly spaced mtervals Th�s produces a data pomt set of thousands of depths points for each designated canal sect�on Stnce areas of proposed acttvity displayed reasonably homogenous depth data and the scale reqwred to display the depths on reproducible paper s�zes representative pou►ts were selected from each section to show with reasonable accuracy the water depths wtthin the proJect lim►ts Water depths were evaluated on September 12 2011 utilizing soundmg equipment and a sounding pole Based on this eva[uation the current depths appear to closely match those depths indicated on the hydrographic survey performed by Geodynamics LLC and determmed to be reliable for the purposes of this applicat�on NOTIFICATION InformaUon regarding the pro�ect has been dissemuiated to the Southern Shores Boat Club Chtcahauk Homeowners Associanon and the Southern Shores Civic Association�urth a rEquest that those organtzaUons norify theu respective members A Publ�c Notice has been posted on the Town s webs�te Facebook and m the Town s bi monthly newsletter Ad�acent nparian owners to the spo�l transfer site have been notified by Certified MaiUReturn Rece�pt Requested COMPLIANCE WITH NC ENVIRONMENTAL POLICY ACT Tne proposed pro�ect is consistent w�th the North Caro(�na Env�ronmental Pol�cy Act(N C G S 113A 1 10) 3 --- TRANSFER SITE LANDOWNER - Southern Shores Crvic Association 5377 Vugmia Dare Trail North Kitty Hawk,NC 27949 5935 (#69 E Dogwood Tratl) ADJACENT PROPERTY OWNERS TO SOUTHERN SFIORES CIVIC ASSOCIATION'S PROPERTY ON HOLLY TRAIL Vera Berg 67 E Dogwood Trail Southem Shores NC 27949 252 261 2454 Joseph Speight 160 Holly Tra►1 Southern Shores NC 27949 252 261 1057 SPOIL DISPOSAL AREA OWNERSHIP Green Acres Land Development LLC P O Box 67 Harbmger NC 27941 4 RECEIVED DCM MP 1 APPLICATION for °�T 2 0 � IYlaior Deuelopment Permit COAELIZA ETH C�(ENT (last revised 12l27/06) North Carol�na DIVISION OF COASTAL MANAGEMENT 1 Pr�mary Applicant/Landowner Informat►on Business Name Pro�ect Name(if applicable) Town Of Southern Shores Southern Shores Canal Dredging Phase II Applicant 1 First Name MI Last Name Peter Rascoe(7own Manager) Applicant 2 First Name MI Last Name Tom G Bennett(Pro�ect Manager) If add�honal applicants please attach an addibonal page(s)with names Irsted Mading Address PO Box City State 5375 North�rginia Dare Trad Southern Shores NC ZIP Country Phone No FAX No 27949 USA 252 261 2394 ext 252-255 0876 Street Address(�f different from above) City State ZIP Emad 2 Agent/Contractor Informat�on Business Name Environmental Professionals Inc AgenU Contractor 1 First Name MI Last Name George H Wood Agent/Contractor 2 First Name MI Last Name Marl�ng Address PO Box City State 3368 Kdl Dewl Hdis NC ZIP Phone No 1 Phone No 2 27948 252 441 0239 ext 105 252 423 1234 ext FAX No Contractor# 252 441 0721 Street Address(�f d�fferent from above) City State Z!P 1404 South Virgmia Dare Trad Kdi Devd Hdls NC 27948 Emad obxwood@yahoo com �Form cont�nues on back> RECEiVED Form DCM MP 1 (Page 2 of 5) APPLICATION for Ma�or Development Permit _ _ _ �CT Z � 3 Pro�ect Location COASTAL M County(can be multiple) Street Address LIZABETH CITY State Rd # Dare Curntuck Various N/A Subdiwsion Name Ciry State Zip N/A Southern Shores NC 27949 Phone No Lot No(s) (�f many attach additronal page with i�st) N/A ext N/A a In which NC river basin is the pro�ect located� b Name of body of water nearest to proposed pro�ect Pasquotank Man made canals and Jean Gwte Creek c Is the water body identified in(b)above natural or manmade� d Name the ciosest ma�or water body to the proposed pro�ect site �Natural �Manmade ❑Unknown Currituck Sound e Is proposed work within city limits or planning�unsdiction? f If applicable list the planning�unsdiction or city limit the proposed �Yes ❑No work fails within Town of Southern Shores&County of Currituck(spod disposal area) 4 S�te Descr�ption a Total length of shoreline on the tract(ft) b Size of entire tract(sq ft) Canals and creeks total greater than 5 83 mdes withm the Town of Southern Shore Approx 4 2 Square Mdes town boundanes(Phase II) c Size of individual lot(s) d Approximate elevation of tract above NHW(normal h�gh water)or N1A NWL(norma!water level) (if many lot s�zes please aftach add�bonal page w►fh a list) +/ 4 ft ❑NHW or�NWL e Vegetation on tract Spod Disposai Area None existmg sand mine Transfer Site Oaks Pine and Gum f Man made features and uses now on tract Spod D�sposal Sde Sand M�ne Transfer Site None g IdenUfy and describe the existing land uses adiacent to the proposed pro�ect site Residentiai properties h How does local government zone the tract� i Is the proposed pro�ect consistent with the applicable zonmg? Spoil Disposal Site Commercial (Attach zoning compliance certificate d applicable) �Yes ❑No ❑NA Transfer Site Resident�al(RS1) � Is the proposed adivity part of an urban waterfront redevelopment proposal� ❑Yes �No k Has a professional archaeological assessment been done for the tract� If yes attach a copy ❑Yes �No ❑NA If yes by whom� 1 Is the proposed pro}ect located�n a National Registered Histonc District or does it involve a ❑Yes �No ❑NA National Register listed or eligibie property� Kt�tivtu Form DCM MP 1 (Page 3 of 5) APPLICATION for oC� 2 � Ma�or Development Permit COASTAL MANAGEMENT Form conl9d�E�Nh�i�dct page> m (i) Are there wetlands on the site? ❑Yes �No (n)Are there coastal wetlands on the site? ❑Yes �No (ni)If yes to either(i)or(u)above has a delineation been conducted� ❑Yes �No (Attach documentation if avadab/e) n Descnbe existing wastewater treatment facdities N/A o Descnbe existing dnnking water supply source N/A p Describe existing stonn water management or treatment systems None 5 Act�v�t�es and Impacts a Will the pro�ect be for commercial public or prwate use? ❑Commercial �PubliGGovernment �PrivatelCommumty b Give a bnef description of purpose use and dady operations of the pro�ect when complete Over 8 mdes of canals exist within the Southern Shores town boundary The purpose of Phase II maintenance dredging pro�ect is to dredge the access channels and the centerline of the southern 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 mairrterrance dredgmg event or scenario since the original excavation of the canals which occurred m the late 1960s and early 1970s The spod disposal transfer area for Phase II is located on land owned by Southern Shores Civic Association on Holly Trad and the disposal site is the Melson Sand Pit in Currituck County c Describe the proposed construction methodology types of construction eqwpment to be used dunng construction the number of each type of equipment and where it is to be stored A long reach excavator placed on a barge will excavate material from the canals and deposit matenal mto barges to be off loaded at the transfer site The spod will then be hauled by sealed trucks to the disposal site in Curntuck County d List all development activities you propose Dredge existing access channels and dredge centeriine of canals e Are the proposed activities ma�ntenance of an existing pro�ect new work or both� matntenanCe f What is the approximate total disturbed land area resufting from the proposed proJect� apprOx 4 800 sq ft at transfer site �Sq Ft or�Acres g Wil{the proposed pro�ect encroach on any public easement public accessway or other area �Yes ❑No ❑NA that the pubi�c has established use of'� h Descnbe location and type of existing and proposed discharges to waters of the state None Form DCM MP 1 (Page 4 of 5) APPLICATION for Ma�or Development Permit � Wdl wastewater or stormwater be discharged into a wetland? ❑Yes �No ❑NA If yes wtll this discharged water be of the same salinity as the receiving water? ❑Yes ❑No �NA � Is there any m�tigation proposed� ❑Yes �No ❑NA If yes attach a mit�gation proposal <Form continues on back> 6 Add�t�onallnformat�on !n addit�on to this completed appl�cabon form (MP 1)the followmg rtems below �f applicable must be subm�tted�n order for the appl�cabon package to be complete Items(a)—(�are elways applicable to any ma�or development app�rcat�on Please consu�t the appiication instrucbon booklet on how to property prepare the requ�red�tems below a A pro�ect narrative b An accurate dated work plat(including pian view and cross sectional drawings)drawn to scale Please give the present status of the proposed pro�ect Is any port�on aiready complete? If previously authorized work clearly mdicate on maps plats drawings to distingwsh between work completed and proposed c A site or location map that is su�ciently detaifed to gwde agency personnel unfamdiar with the area to the s�te d A copy of the deed(with state application only)or other mstrument under which the applicant claims title to the affected propeRies e The appropnate application fee Check or money order made payable to DENR f A list of the names and complete addresses of the ad�acent waterfront(npanan)landowners and signed return receipts as proof that such owners have received a copy of the application and piats by certified mail Such landowners must be advised that they have 30 days in which to submit comments on the proposed pro�ect to the Division of Coastal Management Name Vera Berg Phone No 252 261 2454 Address 67 E Dogwood Traii Southern Shores NC 27949 Name Joseph Speight Phone No 252 261 1057 Address 160 Holly Trad Southern Shores NC 27949 Name Phone No Address g A list of previous state or federal perrnits�ssued for work on the pro�ect tract fnctude permit numbers permittee and issuing dates CAMA Ma�or Permit#163 88 CAMA Ma�or Permit#95-09 h Signed consultant or agent authonzation form d applicable i Wetland delineation if necessary � A signed AEC hazard not�ce for pro�ects in oceanfront and mlet areas (Must be s�gned 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 pro�ect involves expenditure of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy AG 7 Certification and Perm�ss�on to Enter on Land I understand that any permit issued in response to this application wdl allow only the development described in the application The pro�ect wdl be sub�ect to the conditions and restnctions contamed 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 lacatiou.and_fnl morntoring of the pro�ect ���'�i�,/"�� l fu�ther certify that the information prov�ded in this application�s truthfuf to the best of my nowl - � Date October 12 2011 Pnnt Name George H Wood Agent Environmental Pr es ional Inc t�CT 2m, Zo// � i Signature ' — __ _ .� CC � ,, r E� H Form DCM MP 1 (Page 5 of 5) APPLICATION for Ma�or Development Permit Piease mdicate application attachments pertairnng to your proposed pro�ect �DCM MP 2 Excavation and Fdl Information ❑DCM MP 5 Bridges and Culverts �DCM MP 3 Upiand Development ❑DCM MP 4 Structures Information RECEIVED Form DCM MP-2 - D EC 1- EXC,AVATION and FILL COASTAL MANAGEMENT (Except for br�dges and cufverts) ELIZABETH CITY Attach this form to Joint Application for CAMA Ma�or Permit Form DCM MP 1 Be sure to complete all other sections of the Joint Appiication that relate to this proposed pro�ect Please include all supplemental information Describe below the purpose of proposed excavation andlor fill activities All values should be given�n feet Access Other Channel Canal Boat Basin Boat Ramp Rock Gro�n Rock (excluding (N�W or Breakwater shoreline NWL stabdization Length See Attached See Attached N/A N/A N/A N/A N/A Width Avg Existmg NA NA Depth Final Pro�ect Depth NA NA 1 EXCAVATION ❑Th�s sect�on not appl�cable a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated cubic yards sand and sdt 31 661 CY c (Q Does the area to be excavated include coastal wetlandslmarsh d High-ground excavation in cubic yards (CV1� submerged aquatic vegetation(SA� shell bottom(SB) None or other wetlands(WL)� If any boxes are checked prov�de the number of square feet affected ❑CW �SAV 15,000 ❑SB ❑WL �None (n)Describe the purpose of the excavation in these areas Maintenance dredging of access channel and canals 2 DISPOSAL OF EXCAVATED MATER/AL ❑Th�s sectlon not appl�cable a Location of disposai area b Dimensions of disposal area Melson Sand Pit Curntuck County +/ 15 acre pond c (Q Do you claim t�tle to disposal area� d (i) Wdl a disposai area be avaiiable for future maintenance� ❑Yes �No ❑NA �Yes ❑No ❑NA (u)If no attach a letter granting permission from the owner (u)If yes where? Same Location e (Q Does the disposal area include any coastal wetlands/marsh f (i)Does the disposal mclude any area in the water� (CW) submerged aquatic vegetation(SA� shell bottom(SB) �Yes ❑No ❑NA or other wetlands(WL)�-If any boxes are checked provide the �ii)If yes how much water area is affected? number of square feet affected ❑CW ❑SAV ❑SB 2 5 acres ❑WL �None (u)Descnbe the purpose of disposal in these areas Spod d�sposal area for dredging of access channel and canals in Phase II of pro�ect � t�� t 3 SHORELINE STABILIZATION _ `_�Th�s section not applrcable (!f development is a wood grorn use MP-4—Structures) a Type of shoreline stabUization b Length ❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other Width c Average distance waterward of NHW or NWL d Maximum distance waterward of NHW or NWL e Type of stabtlization material f (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ❑NA (n)if yes state amount of erosion and source of erosion amount information g Number of square feet of fill to be placed below water level h Type of fili matenal Bulkhead backfill Riprap BreakwatedS01 Other i Source of fill material 4 OTHER FlLL ACTIVITIES �This section not applicable (Exclud►ng Shorel�ne Sfabd�zat�on) a (i) Wdl fill matenal be brought to the site� ❑Yes ❑No �NA b (i)Wdl fill matenal be placed in coastal wetlands/marsh(CV1� If yes submerged aquatic vegetation(SA� shell bottom(SB) or {n)Amount of material to be placed in the water other wetlands(WL)� if any boxes are checked provide the number of square feet affected (ui)Dimensions of fiil area ❑CW ❑SAV ❑SB (iv)Purpose of fill ❑WL ❑None N/A (u)Descnbe the purpose of the fill in these areas N/A 5 GENERAL a How wtll excavated or fill matenal be kept on site and erosion b What type of construction equipment will be used(e g dragline controlled? backhoe or hydraulic dredge)? Spod wtll be placed in pond for reclamation as required in Mming mechanicai dredge bulldozers long reach excavator barges Permit#27 02 c (Q Wdl navigational aids be reqwred as a result of the pro�ect� d (i) Wdl wetlands be crossed m transporting eqwpment to pro�ect ❑Yes �No ❑NA site� ❑Yes �No ❑NA (iQ If yes explain what type and how they wdl be�mplemented (u)If yes explain steps that will be taken to avoid or mm�mize Navigational aids are already m place in access channel enviranmenta!impacts N/A November 23 2011 ��� � Date COASTAL MANAGEMENT ELIZABETN CITY [��. t i - - --- - --- - - - Southem Shores Canal Dredging Phase U _ _ _ �� — -� -- T -- �- _ -__ Pro�ect Name - --°°�-- - ~ Town of Southern Shores by George H Wood Agent Environmental Professionals Inc - Applic Name ^ Ap ant ignature — - - - --- - - -- ---— -- — - RECEIVED Form DCM MP-3 -- — -�– "- v OGT 2 0 �!P LA N D D EV E LO P M E N T COASTAL MANAGEMENT (Construct�on and/or land d�sturbing act�v�t�es) ELIZABETH CITY Attach this form to Joint Application for CAMA Ma�or Permit Form DCM MP 1 Be sure to complete all other sections of the Jomt Application that relate to this proposed pro�ect Please mclude all supplemental information GENERAL UPLAND DEVELOPMENT a Type and number of buildings facdities urnts or structures b Number of lots or parcels proposed N/A N/A 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 4 800 sq ft transfer site visit 2 5 acres disposal site e If the proposed pro�ect wdl disturb more than one acre of land the f List the matenals(such as marl paver stone asphalt or concrete) Division of Land Resources must rece�ve an erosion and to be used for impervious surFaces sedimentaUon control plan at least 30 days before land disturbing N/A activiry begins (i} If applicable has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ❑Yes �No ❑NA (u)If yes list the date submitted N/A g Give the percentage of the tract with�n the coastal shoreline AEC to h Pro�ects that reqwre a CAMA Ma�or Development Permit may also be covered by impervious and/or butlt upon surfaces such as require a Stormwater Certification pavement buildmg rooftops or to be used for vehicular driveways (i) Has a sde development pian been submitted to the Division of or parking Water Quality for review� None ❑Yes �No ❑NA i Give the percentage of the entire tract to be covered by�mperwous (ii)If yes I�st the date submitted N/A and/or bwlt upon surfaces such as pavement budding rooftops or to be used for vehicular driveways or parking 0 � Descnbe proposed method of sewage disposal k Have the facdities described in Item(i)received state or local N/A approval? ❑Yes ❑No �NA If yes attach appropnate documentation I Describe location and type of proposed discharges to waters of the m Does the proposed pro�ect include an innovative storrnwater state{e g surface runoff sanitary wastewater industriaU design� commercial e�luenf"wash cfowrr and residential discharges) ❑Yes �No ❑NA None If yes attach appropnate documentation � t��.. }} � t m Descnbe proposed drinking water supply source(e g well __ n (i) Wtll water be impounded� ❑Yes �No ❑NA community public system etc) (u)If yes how many acres? N/A None o When was the lot(s)platted and recorded? p If proposed development is a subdivision wdl additional utdities be N/A installed for this upland development? ❑Yes ❑No �NA October 12 2011 R E C E!V E D Date Southern Shores Canal Dredging Phase II �c� 2 d Pro�ect Name COASTAL MANAGEMENT Town of Southern Shores(Environmental Professionals Inc ELIZABETH CITY George H Wood CEP PWS Agent) Applicant Na Applica ignature RECEIVED ��� � COASTAL MANAGEMENT ELIZABETH CITY a� d � � � N C9 � I� � � CO � r Ch � f� �C � N �. d' CO d' �-- I� � r f� C� �p OO O O O O O T � O� O CO � M � `p � T T � � d, � CO � �t d' N r � 7 r� M L � V Q. 0 Q. 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C 7 = _ -> >LJ � Z Oa � _ 'c v 'c 'a a a� — d d d a� m - - - - - - - - - - - - - - - - - - cC ul l6 N N ff1 r11 N 'a '17 'C 'D '8 �4 �0 �C cQ �0 cC c0 cC l9 tC cC �0 e4 10 t0 eC e6 �C O �0 L t0 > > � 3 7 y f11 N fA V► � C C C C G C C C C C C C C C C C C C C C C G �0 la �0 t4 l4 �C 10 l0 �0 lC l0 l9 t0 tE c0 l0 !0 c0 F- C� ac� 00oo0 _ _ _ _ _ UUUUUUC� UC� � UC� � c� UC� � � In preparation for the design and permittmg of Phase II two Submerged Aquatic Vegetation Surveys were conducted A comprehensive survey was conducted by Quible&Associates P C August 2010 A general reconnaissance was conducted by Envuonmental Professionals Inc August 24 2011 The results of these studies are memorialized m the SAV Survey Report and Base Map—Quible&Associates P C September 13 2010 and the Letter Report by Env�ronmental Professionals Inc August 25 2011 The methodology of both studies util►zed the transect sampling method wrth the distmct�on of the methods in that the Quible Study utilized snorkel and mask, supplemented with ralang and the Env�ronmental Professionals Study utilized the rakmg method T'he findmgs of the Quible Study revealed no occurrence of rooted SAV along any of the transect alignments The Env�ronmental Professionals Study found sparse populatton(less than 10%coverage)of rooted Ceratophp lv lum demersum Mvriophvllum spicatum, mterspersed wrth even more sparse examples of Ruppia marrtima at the mouths of th�e mlets designated as OC2 OC4 and OCS The existence of SAVs at OCS was to the south of the proposed dredgulg predommantly along the wide shoal on the interior of the uilet The estunated expanse of the area populated by SAVs m the areas proposed to be dredged is 15 000 sq ft wrth a density of less than 10% RECEIVED �� � COASTAL MANAGEMENT EL{ZABETH CIT`( _ �_ RECEIVED �°��r � Letter Report of Submerged Aquat�c Vegetat►on m the - - Canals of the Town of Southern Shores COASTAL MANAGEMENT ELIZABETH CITY On August 24 2011 an Environmental Sc�entist wrth Environmental Professionals Inc performed a general recoru�aissance of the canals and access channels of the Town of Southern Shores proposed to be dredged m Phase II The methodology for the reconna�ssance mvolved the transect samplmg methodology extendmg across the areas to be excavated spaced a minunum of 200 luiear feet and a maximum of 500 feet along the ent�re pro�ect area The method was remote samplmg wrth a rake and resultmg m an estimate of coverage Based on this reconnaissance the study found sparse population (less than 10% coverage) of rooted Ceratoph l�m demersum Mvriophyllum s�icatum, mterspersed with even more sparse examples of Ru ia manrima at the mouths of the mlets designated as OC2 OC4 and OCS The existence of SAVs at OCS was to the south of the proposed dredgmg predominantly along the wide shoal on the interior of the mlet The estunated expanse of the area populated by SAVs m the areas proposed to be dredged is 15 000 sq ft wrth a densrty of less than 10% — _ ` - August 20 f 0 SAV Survey ��� � � �- - - --" —Phase 2 Dredgmg Area i - — - � COAStA!MANAGEMENT _ I Backqround ELIZABETH CITY � - ---The submerged aquatic vegetation (SAV) survey mcluded approximately 4 5 linear miles � of canals (the Site) referred to as Phase 2 of the Town of Southern Shores (TOSS) Canal Dredgmg Maintenance ProJect (the ProJect) As you may know Phase 1 of the � dredging has been permitted at the State and Federal levels while the Phase 2 permitting process is forthcommg This SAV survey report is intended to serve as an integral companent of the permit process The survey was conducted by environmental scientists from Quible & Associates P C (Quibie) between August 3`d and August 5`h to examine the substrate of the Site canals for the presence of SAV and to document the conditions that may relate to SAV habitat The survey was conducted m the peak of the growing season for SAV as required by - —-- � resource management agencies The Site �ncludes a man made canal system that is connected to open waters of the — Currituck Sound The Sound in this area is characterized by low salinity high turbidity and shallow water Salmities are generally less than 5 ppt (Caldwell 2001) which defines the Sound as a brackish water ecosystem Consequently the SAV communities of the Currituck Sound and ad�om�ng waters are expected to be dominated by speaes that are adapted to low salmities These species go dormant in the winter months as water temperatures decrease and foliage dissipates The occurrence of SAV can be negatively affected by high levels of turbidity and nutrient enrichment (Moore et al 1999) and this should be an important consideration in canal systems such as the TOSS man made canals It is also important to consider bottom type and energy regime when considering suitabdity for persistent SAV growth Sediments with high organic - content may not be suitable media for SAV growth (Barko and Smart 1986) and high wave energy areas with significant sediment movement may also lack persistent growth 11 State and Federal Guidelines The State of North Carolina protects areas that are dominated by submerged aquatic vegetation (SAV) which are called SAV beds According to the North Carolina Administrative Code (NCAC) SAV beds are described as habitats in public trust and estuarine waters vegetated with one or more species of submergent vegetation These vegetation beds occur in both subtidal and intertidal zones and may occur in isolated patches or in extensive areas In either case the bed is defined by the presence of above ground leaves or below ground rhizomes and propagules (NCAC 07H 0208(a)(6)) SAV is further referenced m Chapter 4 of the 2004 North Carolina Coastal Habitat Protection Plan (NCCHPP) On the Federal level areas of SAV are considered to be Essential Fish Habitat As defined in the Magnuson Stevens Fishery Conservation and Management Act (MSFCMA) EFH is considered those waters and substrate necessary to fish for spawnmg breeding feeding or growth to maturity III Methodoloav The methods and scope of this SAV survey were developed by environmental scientists from Quible and sent to several regulatory/resource agency representatives prior to the start of the field work Due to the linear nature of the Southern Shores canal system the transect sampling method was preferred The goal of this method is to cover the entire study area uniformly to provide adequate SAV data The scope was recognized by NC - -- - - Division of Marme Fisheries (NCDMF) and NC Wildlife Resources Commission - 1 a�yusr2oro savs�Ney Phase 2 Dredgrng Area (NCWRC) to be acceptable as long as the work was performed in the peak growing season NC Div�s�on of Coastal Management (NCDCM) rndicated that they defer to NCDMF and NCWRC in re�ation to SAV surveying protocol and NCDWQ indicated that they reviewed the scope but did not offer any specific comments We did not receive any comments from US Army Corps of Engineers (USACE) or National Marine Fisheries Service (NMFS) The accepfed and�mp/emenfed mefhods and scope are as follows i Time Ime The SAV ana/ys►s w�11 be conducted rn the peak to near peak SA V growth cond�t�ons /t�s our mfentron to comp/efe the survey by the end of August 2010 2 Survey Area Approxrmately 4 5 l�near mdes of cana/s 3 Quib/e proposes to ana/yze SAV resources utdiz�ng a pre deteimmed transect p/an A Samplrng Tiansects(perpendreular to cana/from shoreline to shorelineJ pre establ�shed usmg geo referenced basemaps and AutoCad B Transects spaced every 200/�near ft for the ent�re 4 5 miles C Transect w�dth(5 ft) D Start and sfop of each transect w►ll be marked on opposite shorelmes We w►ll nav�gate to each fransect(center)locat�on us�ng gps 4 Sampl�ng techniques Surveying and sampl�ng to be performed us�ng snorke/and mask and supp/emented wrth rakmg where necessary An approx�mate/y 5 ft w�de transect widtf� wdl be ana/yzed Turbid�ty�s a prob/em for underwafer v�s�bdrty m enwronments such as th�s Underwater visual inspect�on�s the preferred method of samplrng but if s�gn�ficant bottom d�sturbance occurs th►s becomes difficu/t or �mposs�b/e Care wdI be faken not to st�r up muddy sedrments as much as poss�b/e When vrsual inspection becomes�mpossib/e we wdl employ rakrng and an underwafer technique using fee/ referred to as the stmgray techn�que Whereby an experrenced shallow wafer d�ver prope/s themselves a/ong fhe substrafe s/owly w►th arms spread gent/y touchmg fhe top of the substrate(essenfrally feeling for the presence of rooted SAV) Th�s technrque he/ps (1) correct fa/se pos�t�ves that are common wrth rak�ng�n/ow vrsibil�ty enwronments and(2)prov�de cover est�mates for fhe entire 5 ft w�de transecf width whereas raking tends to m�ss some areas 5 Data Collecbon A SAV Speaes—ident�fy all SAV spec�es found�n each sampl�ng transect and dete�mine relatrve abundance of each spec�es expressed as a percentage of coverage We wrll prov�de an overall cover per transect and we w�ll also break cover down rnto shallow water(0 2 5 ft)and deep water(2 5 ft plus) per transect Samp/es wrll be collected when necessary and keyed ouf us�ng SAV guide manua/s B Surfic►a/Bottom Type—Descnbe ex�sbng bottom type at each sample pornt r e sand clay shell or organ�c sedrments etc 6 Mapprng and Report�ng An aer�al overlay base map w�ll be produced that rndicates each sampirng transect and an est�mate average SAV cover w�thm each transect A narratrve report wdl accompany the map and wdl mclude a description of the findings as well as spreadsheets that wil/mclude all sample transect locatrons (lablon) SAV coverage est�mates and spec�es breakdown Thrs report and map wdl be suitable for subm�ss�on to State and Federal agenaes 2 August 2010 SAV Survey Phase 2 Dredg�ng Area The survey work was pertormed as described above Additional data collection included water quality monitoring for temperature pH dissolved oxygen and salmity Four water quality stations were developed and tested during each day of field survey work using a calibrated Horiba� U 10 Water Qual�ty Checker Another method that was employed was to use a graduated rod to probe the substrate to obtain water depths and approximate thickness of soft mud that overlies sand throughout the ma�ority of the canals Due to water depth fluctuations from wmd tides in this area the normal water level (nwl) elevation was determined prior to the start of the survey work based on the barnacle ime on nearby docks Daily water depths were ad�usted to nwl accordingly Figure 1 is the base map that mcludes 2008 aerial photography provided by Dare County with the centerl�ne of the Site depicted as a red line Each of the 120 transect locations are indicated and labeled in white and the Water Quality monitoring stations are represented as yellow benchmarks IV Dailv Conditions Au ust 3 2010 WQ 1 WQ 2 WQ 3 WQ 4 Wind (mph 5 E 5 E 5 E 5 E derived direction Water Tem °�C 27 2 27 9 27 7 27 7 H 7 29 7 57 6 63 6 65 DO m /L 8 5 10 36 5 85 6 18 Salirnt t 3 6 4 2 3� 0 4 Au ust 4,2010 WQ 1 WQ 2 WQ 3 WQ 4 Wmd (mph 10 SW 10 SW 10 SW 10 SW derived direction Water Tem °C 27 9 29 1 27 7 28 7 H 7 33 7 74 6 80 6 68 DO m /L 6 55 11 85 7 43 8 31 Salirnt t 3 5 4 2 3 1 0 6 Au ust 5,2010 WQ 1 WQ 2 WQ 3 WQ 4 Wind (mph 15 SW 15 SW 15 SW 15 SW dPrivPCi �iirprti�n W ater Tem °C 28 5 28 7 28 6 28 5 H 7 57 7 76 7 02 6 85 DO m /L 6 8 11 08 8 00 9 61 Salmit t 4 1 4 0 3 3 1 0 Note All water quality measurements taken 2 ft below the water levei daily See Figure 1 for Water Quality (WQ) station locations 3 August 2010 SAV Survey Phase 2 Dfedging Rrea V Findinas There were no occurrences of rooted SAV along any of the transect alignments Table 1 summarizes transect locations and findings The first column is the sampfing transect number(1 120 see also F�gurel) The second and third columns are the latitudinal and longitudinal coordinates The fourth column is the center channel water depth ir�fee�(based on nwl) and the fifth column is the average near bank depth in feet (based on nwi) The sixth column mcludes center channel bottom type notes and the seventh column mcludes near bank bottom type notes The dominant surficial substrate type in the channel is a soft mud of varying thickness that overlies sand (at varying depths below mud) The mud is predominantly organic in nature It was common for there to be a layer or layers of detritus and/or semi decomposed organic material on top of the mud The detritus consisted of pine straw woody material and leaves In general the center of the channel was observed to have the thickest accumulation of organ�c mud The average center channel water depth was 3 5 ft The average thickness of mud was 3 5 ft (sand encountered at 7 0 ft below nwl) In some instances mud was up to 7 5 ft thick The near bank areas are outsrde the char�nel close to the bank or bulkhead Generally the water depth here is shallower than m the center of the canal The dominant surticial substrate type in the near bank areas was a muddy sand but there were also areas of mud dominated material in some near bank areas as listed on Table 1 At the mud dominated near bank areas sand was generally encountered withm 1 5 ft of the mud line VI Conciusions and Discussion Based on our findings from August 3`d August 4`h and August 5th 2010 there was no rooted SAV detected throughout the Site In addition to performing all of the pre determined transects many areas between transects were investigated while travelling (one environmentai scientist in boat and one in the water) from transect to transect No SAV was detected between transects either Turbidity leadinq to poor water ciarity in additian to s�ft muddy 5uh�tr�tR���iim��l�ti�ns appear to restrict SAV growth Other than the water quality field parameters collected there were no other water quality analyses performed so it is unknown if excess�ve nutrients or any other contaminants have affected SAV growth i would I�ke to invite the regulatory/resource agency recip�ents of this document to�rnn �is for a site meetmg in the near future while we are m the peak growing season for SAV This will be a good chance to travel the canals for the Phase 2 pro�ect by boat and demonstrate our method of SAV surveying and bottom type measurement This may also be a good opportunity to discuss any initial concerns or questions that you may have and �t will defmitely be a good chance to get acqua�nted with the Phase 2 canal areas I will contact you with a list of potential dates to meet prior to September 15cn Please feel free to contact Brian Rubino at 252 261 3300 or brubinoCa�quible com with any questions related to this SAV survey 4 Augusr2010 SAV Survey Phase 2 Dredg�ng Area VII References Bay Grass Identification Key 2008 http//www dnr state md us/bay/SAV/key/ Maryland Department of Natural Resources Barko J W and Smart R M 1986 Sediment Related Mechanisms of Growth Limitation In Submersed Macrophytes Ecology Vol 67, pp 1328 1340 Caldwell W S 2001 Hydrologic and Salinity Characteristics of Currituck Sound and Selected Tributaries in North Carolma and Virgmia 1998 99, U S Geological Survey, Water Resources Investigations Report 01 4097 36 p Dare County 2008 Digital Geotiff Color Aerial Photography Moore K Wilcox D Orth R and Baily E 1999 Analysis of Historical Distribution of Submerged Aquatic Vegetation (SAV) m the James River Special Report No 355 in Applied Marme Science and Ocean Engineering 42 p Seagrass Watch Percent Cover Standards 2010 http//sea,.grasswatch ora 5 _ _'- - - T _ +.� _ w...._(��a. _ N - - �- - ---- - - � N d � � � O m y C Z � � - - m � .-. .-..-."O � N C � C �C C C N '~O �-►•-. ~ "� .1 � ~ .� .D v lC C � N .in..N f�l1 �"' N (� (U C C r-.i .� '� � .�. � t� c� � �v f� (� � � � Rf N +�., - (�d (�0 c� v�i - � - O --- - - � R! lU � v�I` � � � 1� � tn v v O � N v7 `-' L fn tn u7 v ln � � � � O O O � � M � p pM pMNNtn � tf) O. 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BOX 322 < � ;��� � �'i t $��� � ��' ' POWELLS POIIdT. NG 27966 t; ; ` �� � � �: � � i'`�� �a . � . � . � � �;�� � �, 7 � � ; � 2. PARCEI. CAROON PARC AROON PARCEL B �� �� _ �� �,�� P: � EL/C p� � „�, , �r �����`��3 � �� ��?�� � � � �� �� � � : �; x���r � 3. ADORESS: 7177 CARATOKE HI�FIWAY �< � : . _ : { C �.. �,��: . � -�i 3,x �r {�.t �� ,�� ; ti s_ r ������ � ` JARVISBURG. NC 27947 �t� � �,. .. , � ..p. ,�� ���}'"� �s���� 1 �. S �a ,, , �;��r�' ,��t"� G�,�; ��' � ���''' :� � � R� ��` :��� � a {z F �^, ��r r � .��5� ��„ � �'�� ,� s '� '`'� 4. PIN NUMBER: 992fl-64-1698/9920-64-4i355 ` � �, < � : � � � � � E, � �� � . ;� , :�" ' ff � �; � � {�� � h� x� {ey�$� n$ + ��' ��� �x � ��. ' }" � 5. RECORDEO REFERENCE: DB 602, PG. 392fD.B. 602, PG. 388 1 ;x;� Si��`1� i i e`�t , ,� �§ :: �,'"�SG .7 ,'z _,e � �: f l��� ; �r.� �: , M1 � .Y. �tt� �,d i�,� , . v a i-�.� :.�,�� �, �� �... -�`". .-.,Y>o�•�� ._ 3 ,�„ �� �f:ytr 3`s Ei��� � ; ' ,� �`�* ��F .����� ,� ;� ; 6. 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N.T.S. � , OF REPOSE � � � � � 3,0 � � �� N CENTERLINE OF CANA� �0�-27.32 APPROXIA�ATE EXISTI{�G CAN�L EOTTO�i CENTERLINE OF CANAL �0�-22.31 APPROXIMA�E EX(STING CANAL 6QTTOM CEf�I°�RLINE OF CANAL �0-�25.93 APPROXIMATE EXISTING CAi�AL �OTTOM � � ':r �`� �' 3.5' f � h L � , BOX CUT �o �a , , �:. ; F� �'� BUFFER IBUFFER I �11 �11 I CENTEftLINE OF CANAL i0+38.24 APPROXIMATE EXISI°IN� CANAL ��TYOM � ^ E' 4.�° 4.0° ED � t12' f12' � � � � I t23' t23' � � �* z � ; � � G DEPTH 1.0' 1.0' 5.0� 1.Q' 1.0° � o €� � 0 1.5' - -- 1.5' � 1.5� 1.5� j � �� ^ � � �.� ( f p : : �� ..� � � 2s �.o� z.a �.o � � �.o ��.���.�:��-������,���,����.� � 0-h00 0-�4�.12 �.�' 2.5' 2.5' 2.5' 2.5' 2.�° � . � �� `� � 3,p° ' APPROXI�ATE ANGLE ,_ 3.0' APPROXIMATE ANGLE � 3.0° � � � �•p , � APPROXI��TE ANGLE � OF REPQSE U' OF REPOSE � APPROXI ATE ANG�E � �� ' ea �' 3.5' -- 3.1 OF REPOSE __ � 3.5° � 3.5' °� 3.5' � �� � � � 4,0' - --� 4.0' �.0' 60X CUT 4.0' � 4.0' � � � N.7.S. 4�° BOX GUT q.,5� � PROPOSED �..5� �QX CUT 4 5� BOX CUT �` � � DRERGING DEPThi PRQPOSE �z `� F� 5.0° �._ 0 5.0' 5oa , 5.0' , DREDGING OEPTH � �.0 PROPOSED 5.A PROPQSED 5.0 � � � �.5' DREDGING D�PTh9 5.5° � � 2� �>5° � 30, DREDGING DEPTH 5.5' �0' � � CENTERLINE OF CANAL �0�-33.72 30' ` APPROXIMATE EXISTING CANAL Qt�TT��1 � 0-�-00 Q�-44.62 0-h00 0�-51.87 0-�00 0+76.47 � � i� 0�-00 0�- .6 t� � 1.0' f19' f19' ; .�� 1' � � �e o� ro �� v� � ' �;� , � ee �. ,� 2.0 :� �� 1 �� 2� �, � � �. � � � � z.5' ��1� � 2��� ' � ' � � _ � N.T.S. N.T.S. N.T.S. � � � � 3.0 N.T.S. � 3.1' APPR XIM6�TE ANGLE �� � �� °� 3.5° OSE �� � � 4.0' - � �� � 4.a' 4 O! � SED CENTERLINE QF CANRL �0�-1$.63 �PPROXIMATE EXISTING CANAL 60TTOPA CEN1'ERLINE OF CANAL �Q+35.34 CENTERLINE OF CANAL �Q�-25.83 APPROXIMATE EXISTING CAN�L �OTT�M �� � 5.0' ING DEPTH CENTERLINE OF CANAL �0�25.43 10' 10' I� � �� �� q,g i LQ y � �� �r� � BUFFER Bt1FFER APPROXIMATE EXISTING CANAL BOTTOM f11 �1i �; �Y , APPRdXIMATE EXISTING CANAL BaTTOM I 1 � � I � � 5.5 30� 1.0' 1,0` 1.d 1.0' � � �., t10 �10' � � � 0�-00 0�-67.44 1.5' - - 1.5° -� 1.5' 1.5' � � �; � y 9 1 �M1 � � 2.0 ` � 2.0 2.0° 2.0 2.0' 2.� � � 1 �� �s o�� 2.5° ----� 2.� APPRQXIMATE ANGLE �.�' 2.5' 2.5' APPROXIMATE ANGLE �� � � ' OF REPQSE , APPROXIMATE ANGLE � 3,Q' APPROXIi�ATE ANGLE � 3.0� QF REPOSE �� � ; a e OF REPOSE v� � .� � � �� � ., ,� 3.0 --- � 3'p OF REPQSE �� N.T.S. � 3.5' � 3.5' � 3.5 �' 3.5 � < � �> � � �QX CUT � ��X CUT � �4X CUT c; � �i BOX CUT q..0 , 4.0 , � 4A a � 4.0 �..Q 30 4.0 4.4 � pR�POSED �� 4.5' �.0' � - 4.5' PROPOSED q,.�` PROPOSED �,.5' n� �, � � CENTERLINE OF CANAL t0+25.08 PROPOSED DREDGING DEPTM DREDGING DEPTH DREDGING DEPTM � C� �� APPROXIMATE EXISTING CANAL BOTTOM 5�0� DREDGING DEPTH 5,p' 5.0' 5.0' � � � � ° 5.5' 5.5' S.5' � � �: � 9.0° �10' �10' S.� 30' 17' 1+01.05 3�' � � 1.5° � � � 0�-00 0�-5Q.85 Q-�OQ 0�-37.27 0+00 1-�00 0+00 0�-51.65 � �� 2.0' � � � � � � ' � o � i �� � �.5 � 4� s� �� 11 �� �� �. � � �� �� � �, � �. 3.0' 3.0' APPROXIMATE APlGIE � � � ,�,� 9 � �� � � � 6 �-, ;� ' € � 3.5' OF REPOSE ���� � ° �� G f �f; �OX CUT N.T.S. N.T.S. i� � 4.0' N.T.S. f�<T.S. �, � �.0' ° PROP05ED �} � �' � € �.5' DREQGIIVG DEPTH ��T� TNE DCPI��ilON OF TNE EXISTING CAN,4L �OTTOM IN �ACH CR�SS SEC�IQN FOUND QN THIS SF�EC'T IS I I , � �. � �'� APPROXIMATE. �'��� �F ����°���� ���P��� 'a � � 2. TNE ANGLE �F REPt7SE NAS BEEN APPROXIMATED A°f 3:1 ( � � �� 5.5 �Q i � ���� �. v�����'� ���� ���e� � �_ , 3. THE HORIZONI",AL (X-AXIS) OF THE GRAPHS IL.LUSTRATEO A�OVE IS AT A SCALE aF i°°=20'. ��°{� (�I1I������"9j"'uu,iii��i ��ae&&a�p�� ��a����. �ord6� ���ol6n�a �'���3� �� �`,� VERTIGAL AXIS (Y-P�kIS) HAS BEEN EXAGGERATED �Y A FACTOR OF 1p TIMES S� TMRT TNE ��Il�i ! ��!�'�`�I ( ��,�� � �� 0+00 0+50.17 PROPOSED DR�pGING DEPTHS AND B�X CUTS CAN �E �ETTER VISUALIZED � I ���ii�, � �� �' � � �� 4. THE Y,-SkC110NS DEPICTED ABOVE HAVE 6EEN �ASED ON A 2004 WYDR�GRF�F'HIC SURVEY. �1t��p0� �� � � �� 5. A 10' �UFFER HAS �EEN HELD FROM ALL 5NORE�.INES AND MANt�ADE I�APROV��IENTS WITH THE I 'r''fi�lll I (IIIIIIII�II �� � v � � � �; °� �' � EXCEPTION 0�" TFIE INSIDE CNANNEL 6 (IC6) WMERE A 5' �UFFER HAS BEEN NiAINTAINED. � � 4. � � 6. 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