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Home My WebLink AboutSW8051007_COMPLIANCE_20130207STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW�/�S��OU% DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD Compliance Inspection Report Permit SW8051007 Effective 11/15/06 Expiration 11/15/19 Owner The Resort At Ocean Isle Beach LLC Project Lots 1-69 & Resort Club -The Resort at Ocean Isle Beach County Brunswick 1st 2nd3rd Sea Turtle Shelby Streets Region Wilmington Contact Person Stuart F Cooke Title Ocean Isle Beach NC 28469 Phone 910-579-2800 Directions to Project From the intersection of NC 179 and NC 904, take NC 904 onto Ocean Isle Beach Turn right onto 3rd street off NC 904 Project is on the left past Troy Street Type of Project State Stormwater - HD - Infiltration Drain Areas 1 - (Eastern Channel) (03-07-59) ( SA,HQW) 2- 3- 4- 5- On-Site Representative(s) Related Permits Inspection Date 02/07/2013 Entry Time 10 30 AM Primary Inspector Christopher Baker Secondary Inspector(s) Reason for Inspection Routine Permit inspection Type State Stormwater Facility Status ■ Compliant ❑ Not Compliant Question Areas E State Stormwater (See attachment summary) Exit Time 1100 AM Phone Inspection Type Compliance Evaluation Page 1 Permit SW8051007 Owner - Project The Resort At Ocean Isle Beach LLC Inspection Date 0210712013 Inspection Type Compliance Evaluation Reason for Visit Routine Inspection Summary SW Measures Yes No NA NE Are the SW measures constructed as per the approved plans? 0 ❑ ❑ ❑ Are the inlets located per the approved plans? ■ ❑ ❑ ❑ Are the outlet structures located per the approved plans? 0131111 Comment Operation and Maintenance Yea No NA NE Are the SW measures being maintained and operated as per the permit requirements? 0111111 Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ■ ❑ ❑ ❑ upon request? Comment Page 2 r Compliance Inspection Report Permit SW8051007 Effective 11/15/05 Expiration 11/15/15 Owner The Resort At Ocean Isle Beach LLC Project tots 1-69 & Resort Club -The Resort at Ocean Isle Beach County Brunswick 1st 2nd3rd Sea Turtle Shelby Streets Region Wilmington Ocean Isle Beach NC 28469 Contact Person Stuart F Cooke Title Phone 910-579-2800 Directions to Project From the intersection of NC 179 and NC 904, take NC 904 onto Ocean Isle Beach Turn right onto 3rd street off NC 904 Project is on the left past Troy Street Type of Project State Stormwater - High Density State Stormwater - Infiltration System Drain Areas 1 - (Eastern Channel) (03-07-59 } ( SA,HQW) 2- 3- 4- 5- On-Site Representatives) Related Permits Inspection Date 02/2412010 Entry Time 01 00 PM Primary Inspector David W Cox Secondary Inspector(s) Reason for Inspection Other Permit Inspection Type State Stormwater Facility Status ❑ Compliant ■ Not Compliant Question Areas ■ State Stormwater (See attachment summary) Exit Time 01 45 PM Phone 910-796-7215 Inspection Type Stormwater Page 1 ai+ w Permit SW8051007 Owner • Project The Resort At Ocean Isle Beach LLC Inspection Date 02/24/2010 Inspection Type Stormwater Reason for Visit Other Inspection Summary In order to bring this system into compliance you must provide the following 1 Submit an Engineer's Certification 2 Submit the deed restrictions File Review Is the permit active? Signed copy of the Engineer's certification is in the file? Signed copy of the Operation & Maintenance Agreement is in the file? Copy of the recorded deed restrictions is in the file? Comment 1 This office has not received a copy of the required Engineer's Certificate 2 This office has not received a copy of the recorded Deed Restrictions SW Measures Are the SW measures constructed as per the approved plans? Are the inlets located per the approved plans? Are the outlet structures located per the approved plans? Yes No NA NB ❑ ❑ ❑ ■ ❑❑❑■ ❑ ❑ ❑ ■ Com meet Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? DDOW Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■ upon request? Comment Page 2 .;. State Stormwater Inspection Report General Project Name The Resort at Ocean Isle Beach Permit No SW8 051007 Expiration Date 1 1-15-2015 Contact Person Stuart Cooke Phone Number Inspection Type Ownership/Change Inspection Date 2-24-2010 Time In 1 OOpm Time Out 1,45PM Current Weather Cloudy Recent Rain (Date)? Rain — in Location Facility Address / Location West Second St City Ocean Isle Beach Zip County Br Lat 33 53 ` 08 "N Long - 78 ° 26 ` 1 46 "W Permit Information Rule Subject to (circle one) 1988 Coastal Rule ?1995r.C60tal Rule 2008 Coastal Rule Session Law 2006-246 Goose Creek High Quality Waters Outstanding Resource Waters Density (circle one) Higt (HD) Low (LD) Stormwater Best Management Practices (BMPs) (insert number of each) Wet Ponds Infiltration Basins 5 Infiltration Trenches LD Swales Stormwater Wetlands Dry Ponds Bioretention Permeable Pavement Sand filters (circle one) Open Closed Cistern Level Spreader/Filter Strip Other (specify) File Reviaw Yap Nn NIA NIF 1 Is the pernut active? x 2 Signed Engineer's Certification on file? X 3 Signed Operation and Maintenance agreement on Hle9 X 4 Recorded Deed Restrictions on file? X Site Visit Built Unon Area IBl1A1 Yes Nn NIA N/F 5 BUA is constructed and consistent with thepermit requirements? x 6 BUA as ernutted is graded such that the runoff drains to the s stem9 (high density onl x 7 Drainage area is consistent with ernut9 i e no un ermitted drainage to the SW BMPs x 8 Draina a area is stabilized? to reduce risk of sedimentation to the SW BMPs x Site Visit Stormwater BMPs Yes No NIA N/E 9 Stormwater BMPs are located per the approvedplans? x 10 Stormwater BMPs have dimensions (eg length, width, area matching the approved plans9 X 11 Stormwater BMPs are constructed per the approvedplans? X X Site Visit Oneration and Maintenance Yas Nn NIA NIF 12 Access points to the site are clear and well maintained9 X 13 Trash has been removed as needed9 X 14 Excessive landscape debris(grass clippings, leaves, etc is controlled9 X 15 Stormwater BMPs bean o crated and maintained aser the perrrut re uirements9 X 16 Inspection and Maintenance records are available for inspection? (high density only, 1995 — 2resent only) x Site Visit Other Permit Conditions Yes No NIA NIE 17 Is the site compliant with other conditions of thepermit? I Ix Site Visit Other Water Quality Issues Yes No NIA NIE 18 Is the site cam liant with other water quality issues as noted during the ins ection9 I I ix State Stormwater Inspection Report, Version 3 0_3-09 Page 1 of 2 State Stormwater Inspection Report No evidence of construction of swales No Engineer's Certification has been submitted A majority of the lots are not constructed Require evidence that supports that The Resort at Oc6a-n Isle Beach, LLC has less than 50% interest Recommend holding up CO's until certs are received InS ectlon Pictures (some of the PLctures taken dunng the site visit) Compliance Status 11 Compliant i',,.,�� Won -Compliant Letter Sent (circle one) Yes No Letter type CEI NOV NOVRE Other Date Sent Reference Number Inspector Name and Signature Date State Stormwater Inspection Report, Version 3 0_3-09 Page 2 of 2 INFILTRATION TRENCH ANALYSIS Project # SW8 051007 Date 11/15/2005 Project Name The Resort at Ocean Isle Beach Reviewer R Gordon/PB Receiving Stream Eastern Channel Classification SA,HQW Drainage Basin Lumber Index # 15-25-6 Site Area 11 207 acres Filename S 1WPDATAIWQSIINTRENCH1051007 Impervious Area Calculation Trench 1 Trench 2 Buildings, sf= 63000 Parking/Street, sf= 10078 10074 Concrete, sf = 1093 3714 Future, sf = Other, sf = Total BUA Drainage Area, sf % Impervious= Cc= Design Storm, in Rv Req Volume, cf Pipe 1 Diameter, ft= Pipe 1 Run Length,ft No of Pipe 1 Runs Pipe 1 Area, sf = Storage in Pipe 1,cf Length Of Trench,ft Width Of Trench,ft Height Of Trench ft Voids Volume, cf Volume Provided, cf Bottom Elevation SHWT Elevation Overflow Elevation Infiltration Rate,inlhr SA @Bottom , sf Drawdown Time, hr Trench 3 Trench 4 Trench 5 112000 66500 3600 13280 10475 1380 1712 3915 270 ll�t7 116620 1 26500 1 208649 1 127256 1 9148 1 1563116p/o 52 0% Iffi6051111191,31,76"Mo957 4MINOTC '0�7ii1� "I J i'0 6 3 3 3 3 3 0 I 1 Oii62 11 i11R1, ENO 52611111 �11M0T60 ME11 %621a11 11 WTRT , , 0100 �1�1'8,1'408199,3434 03,1�1'81IN 3 197191 1296 I JEU 4 2 4 3 2 140 70 240 205 35 7 6 7 11 6 i Y1961ffl 11018` 85101' 99187AA96 1J11 �ANt70�17�51& MJ1i8 85 l ' Ow Il111,231'511111 H1'311,9101 NIIM-1�11i1"2121 MK1%A01FM 660 M0170 " 140 70 240 205 30 40 40 40 40 35 6 3 6 4 3 ii1�11,85,1;4,1111111�1� Illlli1111�2832111� �INII it"�5951�11�11�x 11�1�6fi1�4`d111 996 i�I�11110�' �Ill� F20829MM1 , '.4 1,'52WHIM357.07,M 1 9922684M11656MM 0 9 85 9 7 7 5 5 5 5 5 14 11 14 12 11 20 20 20 20 20 5600 2800 9600 1 8200 1 1050 1!94�i11112110174 1 19SANIMilF45M JAK07�4MM IWAVO0 Comments Required volume, storage, and drawdown guidelines are met k INFILTRATION TRENCH ANALYSIS Project # SW8 051007 Project Name The Resort at Ocean Isle Beach Receiving Stream Eastern Channel Drainage Basin Lumber Site Area 11 207 acres Filename Impervious Area Calculation Trench 1 Trench 2 Trench 3 Buildings, sf= 63000 112000 Parking/Street, sf= 10078 10074 13280 Concrete, sf = 1093 3714 1712 Future, sf = Other, sf = Total BUA Drainage Area, sf % Impervious= Cc= Design Storm, in Rv Req Volume, cf Pipe 1 Diameter, ft= Pipe 1 Run Length,ft No of Pipe 1 Runs Pipe 1 Area, sf = Storage in Pipe 1,cf Length Of Trench,ft Width Of Trench,ft Height Of Trench ft Voids Volume, cf Volume Provided, cf Bottom Elevation SHWT Elevation Overflow Elevation Infiltration Rate,in/hr SA @Bottom , sf Drawdown Time, hr Date 11 /3/2005 Reviewer R Gordon Classification SA,HQW Index # 15-25-6 S M13DATAMO&INTRENCH1051007 Trench 4 66500 10475 3915 Trench 5 3600 1380 270 116620 1 26500 1 208649 1 127266 1 9148 1 63T6a/° 0�00 07d1 Q 6,1 0,69 0.7il 0 66 a.00 3 3 1 3 1 3 1 3 1 3 1 0 T6:2 =015 21 M I X K016-0M 19 90162 0_T_0O0 E1�811'46� �3_43_4' �3i11'81� E1;9_71911� 1�,296M 1 �O0 4 2 4 3 2 140 70 240 205 35 7 6 7 11 6 M87f96M M1i8!85M W87 96M =717 71 M i1j8►85MO—TO0 K1;2.3A1[5= Ml 1[9= WQU02M K1I59;4.;0= W6f 01M 41 1 140 70 240 205 30 40 40 40 40 35 6 3 6 4 3 t$5i14' E2832L E1'4595' L6,74'4� �996M M0' M208281 M I W4J,'S2L LMZ57iA,7 12fi8-4M 06.56M 12 0 9 85 9 7 7 5 5 5 5 5 20 20 20 20 20 5600 2800 1 9600 1 8200 1 1050 L9!.9x4 MO RAM L1T95L I L1r45< 0P7`4L I WQTaq= Comments Required volume, storage, and drawdown guidelines are met �o a ►SS.�p r r 6 — o re S 5 Q. a AAL- irmc` 1C r QC/, r a I Y� ro -k Site Plan 1 2 3 5 6 94 11 12 13 14 15 16 17 1S 19 20 21 27 23 N A� 24 � 25 STORIIWATER SLMMITTAL REQUIREMENTS 1\F1LTRaTION'E'�FILTRATIOv S1 STEMS Basins and Ti ench Development/Project Name Designer=s seal, signature, name and firm. Legend North Arrow Location Map with direction distance to named streets, NCSR numbers Scale Date ReN ision number and date Original contours, proposed contours, spot elevations, finished floor elev ations Existing drainage, including off -site Include a map of any offsite areas Property/Project boundary lines, dimensioned Mean High Water Line, if necessary Drainage easements, pipe sizes Wetlands delineated, or a note on the plans that none exist Infiltration system may not be located in a wetland Details of the road, parking, cul-de-sacs, including sidewalks, curb and gutter Drainage area to each basin/trench delineated Level spreader mechanism «ithin a basi►t (Not needed for trench) Vegetated filter detail if S k N� aters inv olved This is NOT a connector ditch Dimensions of the road, parking cul-dc-sacs, sidewalks, and curb and gutter Unit footprint with dimensions and concrete wood deck areas noted for apartments or condo development Basin section with Bottom elevation Storage elevation Slopes 3 1 Trench section with Bottom elevation Height and width of trench Perforated pipe size Filter fabric Fill material Bypass structure detail Must bypass prior to entering the pond/trench (Contact D«'Q for required design storm if no bypass is pro\ ided ) Location of monitonng wells, if necessary Vegetation requirements Weeping Lo, e Grass is not suitable for use in NC STOR_\l\� ATER St-713MITTAL REQUIREMENTS I\FILTRATIONt'EIFILTRATIOtiT SYSTEN4S Basins and Trench B Calculations 1 Required N olume, 1 5" for SA, 1 S" for non -SA, for bypassing systems Contact DXY Q for design storm for non -bypassing systems 2 Pro%ided volume 3 DrawdoNAn time for the basin/trench 4 Built -upon area draining to each basin/trench C Supporting Documentation 1 A completed permit application and supplement a Is the person who signed the Iandowner or a leasee9 Must be landowner b Sections completely filled in and initialed c Check signature per 1003 (e) Make sure title is provided d If agent signs, signatory authorization from owner f (S� e Infiltration supplement sheet provided f Mailing address & phone of applicant- no CIO a Verify water body classification y— h Missing information i Hand initial design requirements ✓ 2 Soils report a. Type of soil b Bore Iocation log �. c Depth to Seasonal High Water Table d Expected infiltration rate Use lowest value if a range is specified w 3 , Proposed deed restrictions, if applicable State of North Carolina Department of the Secretary of State Limited Liability Company ARTICLES OF ORGANIZATION SOSID 794116 Date Filed 7/25/2005 10 29 00 AM Elaine F Marshall North Carolina Secretary of State C200517900399 Pursuant to §57C-2-20 of the General Statutes of North Caroluia, the undersigned does hereby submit these Articles of Organization for the purpose of forming a limited liability company 2 3 4 Cl 7 1.1 The name of the limited liability company is The Resort at Ocean Isle Beach, LLC There shall be no limit on the duration of the limited liability company The name and address of each organizer executing these articles of organization is as follows Stuart F. Cooke — Organizer (Member -Manager) 6606 Beach Drive, SW, Urut E Ocean Isle Beach, NC 28469 The street address and county of the initial registered office of the limited liability company is Number and Street (606 Beach Dnve, SW, Unit E City, State, Zip Code Ocean Isle Beach, NC 28469 County l3 inswick The mailing address it different from the street address of the initial registered office is same The name of the initial registered agent is Stuart F. Cooke The limited liability company has a principal office The street address and county of the principal office of the limited liability company is Number and Street 6606 Beach Drive, SW, Unit E City, State, Zip Code Ocean Isle Beach NC 28469 _ County Bn mswick Check one of the followuig XXX (i) Member -managed LLC all of the members by virtue of their status as members shall be managers of this limited liability company (n) Manager -managed LLC except as provided by N C G S §57C-3-20(a), the members of tins limited liability company shall not be managers by virtue of their status as members 9 Any other provisions which the limited liability company elects to include are attached 10 These articles will be effective upon filing This is the 30th day of May 2005 Signature Stuart F Cooke — Qrgamzer ember-M er Type or Print Name and Title NOTES I. Filing fee is $125 This document must be filed with the Secretary of State CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622 (A-i-d J-n-y 2002) (Form L-01) TopoZone - The Web's Topographic Map Page 1 of 1 4 € ' i� I Ir "is.z wozon� - H 11 ♦ *,3" J•w �..�o^"` ' • � � ` 1' S t '' r ;�K4��'i I ^� y� Ij�i ^��i €�� 1 i r ��1"t ��,P all t�<t��>�i 1� an "�€� �'y{' `� n€f � 1 • s♦ ,r �'3��• N "-� 1 .�, J"j¢��InF—'r € F�,� Irrii� €,ri E� '/ F€<�t�• •'<'t ,,za'_„„,"w`. 1 .�] �,r� 1, �� i�d�l�'€@( - �_€ `¢#! • s �` ir� • M...-� /rta ... � a,: t + �.r='� ra• �" I° 6'al� �t 1 � tt €�',` "��` ` r�i+�^ r. r ■• �4. '�tfl> � * �(r `-�' S �i� a" � 3 r • � �,� ' �� -+� �.ra �.-. `� xa•r � i. • � �' "�a� rrr.' IS' 1� � 'It a � �r '�' € � • � . • 7� / i' 1' L- _�� M •rL•ir�-'�Jy� w a7 i'i ..l.i •F ' • 4+,.�"jti '�'4`�` •f' i/ �?�� f •� My • ��r r4°.r3� �`�:�� +..'�f`� �y r �Y li i` ��' Sfl IC�1 �4ff"' a 11: !•`tl• �4r 'rCi '3`� rL—� € / •• �` • �—��r— rt, / � ^^— _ `i'„�I�E iJ €i3 f�6 i" � 4 i + • €1 � �� \�•=..., r� ■ • . �r � � � �`, �� i GEC' It �k i € r,i€'a3 y ".y ., y s a • "" • f `-� �''' 1 S - �..._...- .,.- 9'.j��r', .�, �,' � '•i I" �3s ,! �`� 5 r � • 13 f Cud __ f ? 33-2... €' Ham^^-^i s� i ^1 K 1 r �r €1 e , ny fr• f� ��,,,^l M'" 1 M ' �,�,�,�, �1ry�h3`'i �4� uEa �LS±i lts'f� e s4&vF `�.g r"'. rr• .yE�j�(] ` I t ` E ✓�e¢($ n ,,,—ice..' i d F � •_ Yy ^'- "� '^ � � + � ^ �� E�� 1`�3 � ^^� +r•r-� ^• a u�r ej„ .�' � ... 1� 4 III r � C��.'.� • • '�-a .. -- �4 ta,�`..,.y �y y �...�'k` 1 w � ..��.�a-.�.=.t.��z�_ ....� �t,.�. � � ,�:s.. �.r �,...: s.:...r...y., � �:.:ri.•y -.. .,. --- 27' 30" �3 6 i 737 SCALE 1:24 000 I b u low � � 5 0 0 3 0 6 0 9 1 2 1 5 km 0 01 02 03 Oa 05mi Map center is 330 53' 13"N, 7811 26' 49"W (WG584/NAD83) Shallotte quadrangle Projection is UTM Zone 17 NAD83 Datum ■ G Nz-8 533 G=1 424 http //www topozone com/print asp?z=17&n=3752554 88175127&e=736110 823114529&s= 10/20/2005 LUMBER RIVER BASIN Nmne of Stream Subbasm Stream Index Number Map Number Class Drowning Creek LBR50 14-2-(9) G20SE6 WS-II Sw HQW,CA Drowning Creek LBR50 14-2-(10 5) G21SW4 C Sw HQW Duck Bait Slough (Northern Portion) LBR51 14-20 J23NW2 C Sw Duck Bait Slough (SOLChern Portion) LBR51 14-24 J23NW5 C Sw Dunn Swamp LBR51 14-27-4 J23SE1 C Sw Dunns Marsh (Hughes Mill Pond) LBR53 14-22-1-3-2 H22NE9 C Sw Earnest Branch LBR57 15-23-5 L24NE1 C,Sw East Prong Juniper Creek LBR55 14-34-4-3-3 H21NW1 C Sw East River LBR59 15-25-12-1-1 L24SE3 SA HQW Eastern Channel LBR59 15-25-6 L25NW7 SA,HQW Eastern Prong LBR58 15-4-1-1-2-4-2 J24NE5 C Sw Elkton Marsh LBR53 15-4-1-1-2 J24NE1 C Sw Fall Swamp LBR59 15-25-1-12-2-1 K25SE5 C Sw Fergerson Branch LBR55 14-34-4-3-2 H2ONE6 C Sw First Cross Swamp LBR57 15-7-3-1 K25NW9 C Sw First Swamp LBR55 14-34-11-3 I21NE7 C Sw Fishpond Branch LBR53 14-22 7-2 I23NE6 C Sw Fivemile Brarch LBR58 15-4-B-4-1 J23SE9 C Sw Flat Branch LBR57 15-14-4 K24SE9 C,Sw Flowers Swamp LBR51 14-26 J23NW1 C Sw fiord Branch LBR59 15-25-1-8 K26SW7 C,Sw Forked Creek LBR50 14-2-11-9-(2) G21SW4 C Forked Creek (Pine Bluff Municipal Lake) LBR50 14-2-11-9-(1) G21SW4 B Fox Creek LBR59 15-25-11 1 L24SE3 $A HQW Frazier Branch LBR53 14-22-1-3-1 H22SE3 C Sw Frazier Branch L13R55 14-34-9 I21NWG C Sw Freeland Branch LBR57 15-10 K24SE3 C Sw Fryer Swamp (Council Millpond) LBR56 15-2-6-3 J25NW7 C,Sw + Fullermore Swamp LBR54 14-30-0 7 I21SE6 C Sw Gallberry Swamp LBR53 14-22-1 H23SW3 C Sw Gapway Swamp (Suffkin Pond, Richardson Pond) LBR51 14-31 K23NW2 C Sw Gause Landing Creek LBR59 15-25-5 L25NWB SA,HQW Georges Marsh LBR53 14-22-1-3-0 2 H22NE7 C Sw Gibbs Creek LBR59 15-25-2-15 5 L25NE4 SA HQW - --.Gin Branch - _ q- - LBR54 —14-30-7-6 _w A --J22NE1 „R C,Sw Goodman Swamp LBR53 14-22-6 H23SEB C,Sw Goose Creek LBR59 15-25-2-16-4-(1) L25NW9 C,Sw Goose Creek LBR59 15-25-2-16-4-(2) L25NW9 SA HQW Gore Branch LBR57 15-14-5 K24SE6 C Sw Gore Creek (Gore Lake) LBR57 15-13 K24SE1 C Sw Granny Branch LBR55 14-32-9-1 H2OSE2 B Gravel Branch LBR53 14-22-3-8 I23NW5 C Sw Graveyard Branch LBR57 15-17-1-12-1-2 K23NE2 C Sw Green Branch LBR51 14-27-4-1 J23SW6 C Sw Greerbrier Lake LER52 14-10-5-1 H22SW1 C Sw Greens Branch LBR5B 15-4-2-1 J23NE5 C Sw Grissett Swamp LBR57 15-17-1-(5) K23NE7 C,Sw GrissetC Swamp (Lake Tabor) LBR57 15 17-1-(1) K23NE4 B,Sw Gum Branch LBR53 14-22-2-2 H22SE3 C Sw Gum Branch Canal LSR51 14-14-1 122SE3 C Sw Gum Swamp LBR51 14-5 H21522 C Gum Swamp LBR56 15-2-6-2 J25SW2 C Sw + Gum Swamp LBR57 15-17-1-12-3 K23NE2 C Sw Gum Swamp Canal LBR53 14-22-18 J23NW3 C Sw Gum Swamp Canal LBR55 14-32-11-(1) H2OSE6 S Gum Swamp Canal LBR55 14-32-11-(2) H2OSE6 C Sw Gum Swamp Creek (Ida Mill Pond) LBR55 14-32-(10) H2OSE6 C Sw Gum Swamp Creek (Lytchs Pond) LBR55 14-32-(12) H2OSE6 B,Sw Page 4 of 11