JOINT PUBLIC NOTICE. January 16, Post Office Box Post Office Box 4313 New Orleans, Louisiana Baton Rouge, Louisiana

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1 JOINT PUBLIC NOTICE January, United States Army Corps of Engineers State of Louisiana New Orleans District Department of Environmental Quality Regulatory Branch Office of Environmental Services Post Office Box 607 Post Office Box 4313 New Orleans, Louisiana Baton Rouge, Louisiana (504) (2) 2-32 Project Manager Project Manager S. Gail Gainey Elizabeth Hill WQC Application Number MVN -0-CG WQC # Interested parties are hereby notified that a permit application has been received by the New Orleans District of the US Army Corps of Engineers pursuant to: [ ] Section 10 of the Rivers and Harbors Act of March 3, 99 ( Stat. 11; 33 USC 403); and/or [X] Section 404 of the Clean Water Act (86 Stat. 8; 33 USC 1344). Application has also been made to the Louisiana Department of Environmental Quality, Office of Environmental Services, for a Water Quality Certification (WQC) in accordance with statutory authority contained in LRS :74 A(3) and provisions of Section 401 of the Clean Water Act. CONSTRUCTION OF AN ACCESS ROAD AND ADDITIONAL LOTS IN A RESIDENTIAL SUBDIVISION IN LIVINGSTON PARISH NAME OF APPLICANT: Hidden Lakes Estates LLC, c/o D&S Environmental Services, Inc., PO Box 510 French Settlement, Louisiana LOCATION OF WORK: On and west of Joe May Road, just east of Louisiana Highway, Section, T7S-R3E, in Denham Springs, Louisiana, Livingston Parish, within the Amite River Watershed in hydrologic unit (HUC ), as shown on the attached drawings. CHARACTER OF WORK: The residential subdivision described herein was previously authorized as MVN--0-CG issued to Hidden Lakes Properties, LLC on July 8, for the construction of a residential subdivision (Hidden Lakes Estates). The applicant has requested Department of the Army authorization to modify this authorization and clear, grade, excavate and deposit fill and/or aggregate material to include an additional entrance off of Joe May Road as well as 5 additional lots with houses, driveways and green spaces to accommodate each residence, common green space areas, utilities and drainage infrastructure, increasing the total lots for the development to 3. The modification would result in a reduction of construction related impacts to approx. 0. acres of waters of the US, but would increase fill related impacts to approx. 1.2 acres of jurisdictional forested wetlands and approx. 0. acres of waters of the US.

2 2 The applicant has designed the project to avoid and minimize direct and secondary adverse impacts to the maximum extent practicable. Any further reduction in the proposed development would be cost prohibitive and therefore, deem the project impracticable. As compensation for unavoidable wetland impacts, the applicant proposes to mitigate in-kind wetland credits from a Corps approved mitigation bank located in the watershed. The comment period for the Department of Army will close in days from the date of this joint public notice. Written comments, including suggestions for modifications or objections to the proposed work, stating reasons thereof, are being solicited from anyone having interest in this permit and/or this WQC request and must be mailed so as to be received before or by the last day of the comment period. Letters concerning the Corps of Engineers permit application must reference the applicant's name and the Permit Application Number, and be mailed to the Corps of Engineers at the address above, ATTENTION: REGULATORY BRANCH. Similar letters concerning the Water Quality Certification must reference the applicant's name and the WQC application number and be mailed to the Louisiana Department of Environmental Quality at the address above. Individuals or parties may request an extension of time in which to comment on the proposed work by writing or ing the Corps of Engineers Project Manager listed above. Any request must be specific and substantively supportive of the requested extension, and received by this office prior to the end of the initial comment period. The Section Chief will review the request and the requestor will be promptly notified of the decision to grant or deny the request. If granted, the time extension will be continuous to the initial comment period and, inclusive of the initial comment period, will not exceed a total of calendar days. The application for this proposed project is on file with the Louisiana Department of Environmental Quality and may be examined during weekdays between 8:00 a.m. and 4: p.m. Copies may be obtained upon payment of costs of reproduction. Corps of Engineers Permit Criteria The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people. The US Army Corps of Engineers is soliciting comments from the public, federal, state, and local agencies and officials, Indian Tribes, and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the US Army Corps of Engineers to determine whether to make, modify, condition, or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing

3 and to determine the overall public interest of the proposed activity. 3 The New Orleans District is unaware of properties listed on the National Register of Historic Places near the proposed work. The possibility exists that the proposed work may damage or destroy presently unknown archeological, scientific, prehistorical, historical sites, or data. Copies of this notice are being sent to the State Archeologist and the State Historic Preservation Officer. Our initial finding is that the proposed work would neither affect any species listed as endangered by the U.S. Departments of Interior or Commerce, nor affect any habitat designated as critical to the survival and recovery of any endangered species. Utilizing Standard Local Operating Procedure for Endangered Species in Louisiana (SLOPES), dated October,, between the U.S. Army Corps of Engineers, New Orleans and U.S. Fish and Wildlife Service, Ecological Services Office, the Corps has determined that the proposed activity would have no effect on any listed species. This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act. The applicant's proposal would result in the destruction or alteration of up to 0 acres of EFH utilized by various life stages of red drum and penaeid shrimp. Our initial determination is that the proposed action would not have a substantial adverse impact on EFH or federally managed fisheries in the Gulf of Mexico. Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the National Marine Fisheries Service. If the proposed work involves deposits of dredged or fill material into navigable waters, the evaluation of the probable impacts will include the application of guidelines established by the Administrator of the Environmental Protection Agency. Also, a certification that the proposed activity will not violate water quality standards will be required from the Department of Environmental Quality, Office of Environmental Services before a permit is issued. Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. You are requested to communicate the information contained in this notice to any other parties whom you deem likely to have interest in the matter. Enclosures for JOHN M. HERMAN Chief, Central Evaluation Section Regulatory Branch

4 LA H W (J Y U 10 BA N RD.). RD AX W AY RD. BROWN RD. JO E LA HWY 447 (WALKER SOUTH) M SITE LOCATION LA H W Y LA HWY 1033 ACK HAMM (4 LA -H H W Y C LU B R D.) RD. 4,000' 0 4,000' Scale: 1'' = 4,000' Property is located in Section, T-7-S, R-3-E Vicinity Map Reference Base map comprised of U.S.G.S. 7.5 minute topographic maps "Denham Springs, LA" and "Walker, LA). 33--DOA

5 Property Boundary (1.84 Acres) Non-Wetlands (1.85 Acres) Total Jurisdictional Wetlands (1. Acres) Jurisdictional Wetlands To Be Filled (1. Acres) Jurisdictional Wetlands To Be Excavated (0.01 Acres) 371' Total Proposed Fill Total Other Waters Of The U.S. (2.79 Acres) Other Waters Of The U.S. To Be Excavated (1. Acres) Other Waters Of The U.S. To Be Filled (1.03 Acres) Other Waters Of The U.S. To Be Impacted By Construction Activities (0. Acres) Other Waters Of The U.S. Not To Be Impacted (0.36 Acres) Overall Proposed Plan View ~~~~ SINGLE ACRES SUBDIVISION ~~~~ A 64' POND #1 10' ' 12' 104' Approximately,1.32 Cubic Yards of. Approximately 951. Cubic Yards of Soil Cement Treated Base. Approximately 589. Cubic Yards of Concrete. Approximately Cubic Yards of Asphalt. INGRESS/EGRESS ACCESS (3" ASPHALT WITH OTHER WATERS OF THE U.S. NOT TO BE IMPACTED RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) 657' INGRESS/EGRESS ACCESS (3" ASPHALT WITH 10' BROWN ROAD (PARISH ROAD) POND #2 357' COMMON AREA (GREEN SPACE) SANITARY SEWER LIFT STATION 0' 6' POND #3 377' RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) " CONCRETE DRAIN PIPE (RELOCATED OTHER WATERS OF THE U.S. B B' 1054' POND #4 95' 8 9 6' A' 33--DOA JURISDICTIONAL WETLANDS TO BE EXCAVATED (PERIMETER SWALE DITCH) C C' 84' 6' 6' JURISDICTIONAL WETLANDS TO BE EXCAVATED (PERIMETER SWALE DITCH) INGRESS/EGRESS ACCESS (3" ASPHALT WITH CONCRETE CURB & GUTTER) 450' COMMON AREA (GREEN SPACE) 61' 102' (PARISH RD.) 1' JOE MAY RD ' Horizontal Scale: 1'' = 450' 2 1. The Proposed layout was provided by Alvin Fairburn & Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Number MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL)

6 2' 0 2' Horizontal Scale: 1'' = 2' 371' 1. The Proposed layout was provided by Alvin Fairburn & Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Number MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. Proposed Plan View RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) 33--DOA Property Boundary (1.84 Acres) Non-Wetlands (1.85 Acres) Total Other Waters Of The U.S. (2.79 Acres) Other Waters Of The U.S. To Be Excavated (1. Acres) Total Jurisdictional Wetlands (1. Acres) Other Waters Of The U.S. To Be Filled (1.03 Acres) ' Jurisdictional Wetlands To Be Filled (1. Acres) Jurisdictional Wetlands To Be Excavated (0.01 Acres) Other Waters Of The U.S. To Be Impacted By Construction Activities (0. Acres) Other Waters Of The U.S. Not To Be Impacted (0.36 Acres) THE U.S. TO BE EXCAVATED 64' INGRESS/EGRESS ACCESS (3" ASPHALT WITH INGRESS/EGRESS ACCESS (3" ASPHALT WITH POND #4 INVERT.00' OTHER WATERS OF THE U.S. TO BE IMPACTED BY CONSTRUCTION ACTIVITIES THE U.S. TO BE FILLED " METAL PIPES 4'x4' CONCRETE BOX CULVERTS POND #1 POND #2 12' 104' THE U.S. TO BE EXCAVATED DRAINAGE PIPES CONNECTING PONDS 36" METAL PIPE & 4'x4' BOX CULVERTS) (SEE FIG. 7) MATCHLINE (SEE FIGURE 4) Total Proposed Fill Approximately,1.32 Cubic Yards of. Approximately 951. Cubic Yards of Soil Cement Treated Base. Approximately 589. Cubic Yards of Concrete. Approximately Cubic Yards of Asphalt. RELOCATED OTHER WATERS OF THE U.S. INVERT.00' THE U.S. TO BE FILLED (RELOCATED) POND #4 OUTFALL PIPES

7 POND #1 INGRESS/EGRESS ACCESS (3" ASPHALT WITH 104' THE U.S. TO BE EXCAVATED THE U.S TO BE FILLED MATCHLINE (SEE FIGURE 3) THE U.S. NOT TO BE IMPACTED 10' Proposed Plan View ~~~~ SINGLE ACRES SUBDIVISION ~~~~ A 64' 10' RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) 2' 0 2' Horizontal Scale: 1'' = 2' POND #2 657' 95' MATCHLINE (SEE FIGURE 5) 33--DOA SEE FIGURE RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) INGRESS/EGRESS ACCESS (3" ASPHALT WITH INGRESS/EGRESS ACCESS (3" ASPHALT WITH Property Boundary (1.84 Acres) Non-Wetlands (1.85 Acres) Total Jurisdictional Wetlands (1. Acres) Jurisdictional Wetlands To Be Filled (1. Acres) Jurisdictional Wetlands To Be Excavated (0.01 Acres) Total Other Waters Of The U.S. (2.79 Acres) Total Proposed Fill Approximately,1.32 Cubic Yards of. Approximately 951. Cubic Yards of Soil Cement Treated Base. Approximately 589. Cubic Yards of Concrete. Approximately Cubic Yards of Asphalt. 4 Other Waters Of The U.S. To Be Excavated (1. Acres) Other Waters Of The U.S. To Be Filled (1.03 Acres) Other Waters Of The U.S. To Be Impacted By Construction Activities (0. Acres) Other Waters Of The U.S. Not To Be Impacted (0.36 Acres)

8 Total Proposed Fill Approximately,1.32 Cubic Yards of. Approximately 951. Cubic Yards of Soil Cement Treated Base. Approximately 589. Cubic Yards of Concrete. Approximately Cubic Yards of Asphalt. THE U.S. TO BE IMPACTED BY CONSTRUCTION ACTIVITIES 48" RCP OTHER WATERS OF THE U.S. NOT TO BE IMPACTED 10' 6' INGRESS/EGRESS ACCESS (3" ASPHALT WITH SANITARY SEWER LIFT STATION SEE FIGURE 2 2' MATCHLINE (SEE FIGURE 6) 0 2' Horizontal Scale: 1'' = 2' INGRESS/EGRESS ACCESS (3" ASPHALT WITH Proposed Plan View POND #2 5@4'x4' BOX CULVERTS POND #3 33--DOA Property Boundary (1.84 Acres) A' Non-Wetlands (1.85 Acres) 2@48" CONCRETE PIPES Total Jurisdictional Wetlands (1. Acres) POND OUTFALL PIPES (SEE FIG. 7) Jurisdictional Wetlands To Be Filled (1. Acres) MATCHLINE (SEE FIGURE 4) THE U.S. TO BE FILLED POND #4 COMMON AREA (GREEN SPACE) 84' Jurisdictional Wetlands To Be Excavated (0.01 Acres) Total Other Waters Of The U.S. (2.79 Acres) Other Waters Of The U.S. To Be Excavated (1. Acres) Other Waters Of The U.S. To Be Filled (1.03 Acres) Other Waters Of The U.S. To Be Impacted By Construction Activities (0. Acres) INVERT:.00' THE U.S. TO BE FILLED Other Waters Of The U.S. Not To Be Impacted (0.36 Acres) THE U.S. TO BE IMPACTED BY CONSTRUCTION ACTIVITIES POND OUTFALL PIPES (SEE FIG. 3) INGRESS/EGRESS ACCESS (3" ASPHALT WITH RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) B' 95' 2@" CONCRETE PIPES & 4'X4' BOX CULVERTS INVERT:.00' (SEE DETAIL ON FIGURE 3) THE U.S. TO BE IMPACTED BY CONSTRUCTION ACTIVITIES

9 6' Property Boundary (1.84 Acres) Non-Wetlands (1.85 Acres) Total Jurisdictional Wetlands (1. Acres) Jurisdictional Wetlands To Be Filled (1. Acres) Jurisdictional Wetlands To Be Excavated (0.01 Acres) Total Other Waters Of The U.S. (2.79 Acres) Other Waters Of The U.S. To Be Excavated (1. Acres) Other Waters Of The U.S. To Be Filled (1.03 Acres) Other Waters Of The U.S. To Be Impacted By Construction Activities (0. Acres) 1. The Proposed layout was provided by Alvin Fairburn & Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Number MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. Proposed Plan View 33--DOA ' 0' BROWN ROAD (PARISH ROAD) INGRESS/EGRESS ACCESS (3" ASPHALT WITH CONCRETE CURB & GUTTER) COMMON AREA (GREEN SPACE) Other Waters Of The U.S. Not To Be Impacted (0.36 Acres) 377' RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL) " CONCRETE DRAIN PIPE AND PERIMETER DITCH (RELOCATED OTHER WATERS OF THE U.S.) B 1054' THE U.S. TO BE FILLED 8 6' 3 Total Proposed Fill Approximately,1.32 Cubic Yards of. Approximately 951. Cubic Yards of Soil Cement Treated Base. Approximately 589. Cubic Yards of Concrete. Approximately Cubic Yards of Asphalt. JURISDICTIONAL WETLANDS TO BE EXCAVATED (PERIMETER SWALE DITCH) 3 3 C C' ' 3 6' ' 102' (PARISH RD.) 1' JOE MAY RD JURISDICTIONAL WETLANDS TO BE EXCAVATED (PERIMETER SWALE DITCH) 84' 2' 0 2' Horizontal Scale: 1'' = 2' INGRESS/EGRESS ACCESS (3" ASPHALT WITH POND #3 THE U.S. TO BE EXCAVATED MATCHLINE (SEE FIGURE 5) RESIDENTIAL HOUSE (00 SQ FT WITH 12' CONCRETE DRIVEWAY) (TYPICAL)

10 36" METAL PIPE Interconnecting Stormwater Detention Pond Details POND #1 PIPE INVERTS:.00' PIPE INVERTS:.00' 33--DOA POND #2 4'X4' BOX CULVERTS 60' 0 60' Horizontal Scale: 1'' = 60' THE U.S. TO BE EXCAVATED THE U.S. TO BE EXCAVATED PIPE INVERTS:.00' POND #2 THE U.S. TO BE FILLED POND #3 PIPE INVERTS:.00' 48" CONCRETE PIPES THE U.S. TO BE IMPACTED BY CONSTRUCTION ACTIVITIES 4'X4' BOX CULVERTS PIPE INVERTS:.00' POND #\4 PIPE INVERTS:.00' THE U.S. TO BE EXCAVATED

11 A PROPERTY LINE Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) (12" Concrete) Perimeter Swale Ditch Treated Base MATCH LINE (SEE FIGURE 9) Section A-A' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. Soil Cement Treated Base Concrete Asphalt Section View A-A' 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. 33--DOA

12 (12" Concrete) Residential Driveway (3" Concrete) Residential Driveway (3" Concrete) Residential Driveway (3" Concrete) Residential Driveway (3" Concrete) Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) Residential Driveway (3" Concrete) (12" Concrete) MATCH LINE (SEE FIGURE 8) Treated Base Treated Base Treated Base MATCH LINE (SEE FIGURE 10) Section A-A' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. Soil Cement Treated Base Concrete Asphalt Section View A-A' (Continued) 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. 33--DOA

13 (12" Concrete) (12" Concrete) Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) Curb & Gutter (4" Concrete) Ingress/Egress Access (3" Asphalt) MATCH LINE (SEE FIGURE 9) Treated Base Treated Base Stormwater Detention Pond #2 Treated Base Other Waters Of The U.S. To Be Impacted By Construction Activities 4'x4' Concrete Box Culverts OHWM OLWM 3'-0" Treated Base Other Waters Of The U.S. To Be Filled MATCH LINE (SEE FIGURE 11) Section A-A' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. OHWM OLWM Soil Cement Treated Base Concrete Asphalt Ordinary High Water Mark Ordinary Low Water Mark Section View A-A' (Continued)

14 Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) Residential Driveway (3" Concrete) (12" Concrete) (12" Concrete) (12" Concrete) MATCH LINE (SEE FIGURE 10) Treated Base Treated Base 48" Concrete Pipes Treated Base MATCH LINE (SEE FIGURE 12) Section A-A' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. Soil Cement Treated Base Concrete Asphalt Section View A-A' (Continued) 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. 33--DOA

15 (12" Concrete) Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) (12" Concrete) Residential Driveway (3" Concrete) PROPERTY LINE A' MATCH LINE (SEE FIGURE 11) Treated Base Earthen Material Treated Base Perimeter Swale Ditch MATCH LINE (SEE FIGURE 13) Section A-A' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. Soil Cement Treated Base Concrete Asphalt Section View A-A' (Continued) 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. 33--DOA

16 B (12" Concrete) PROPERTY LINE Residential Driveway (3" Concrete) Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) Residential Driveway (3" Concrete) Perimeter Swale Ditch Treated Base Other Waters Of The U.S.To Be Filled OHWM OLWM 3'-0" Other Waters Of The U.S.To Be Excavated OHWM OLWM Stormwater Detention Pond #3 3'-0" MATCH LINE (SEE FIGURE ) Section B-B' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. OHWM OLWM Soil Cement Treated Base Concrete Asphalt Ordinary High Water Mark Ordinary Low Water Mark Section View B-B' 33--DOA

17 Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) MATCH LINE (SEE FIGURE 13) Stormwater Detention Pond #3 Treated Base Other Waters Of The U.S.To Be Excavated OHWM OLWM Stormwater Detention Pond #4 3'-0" MATCH LINE (SEE FIGURE ) Section B-B' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. OHWM OLWM Soil Cement Treated Base Concrete Asphalt Ordinary High Water Mark Ordinary Low Water Mark Section View B-B' (Continued) 33--DOA 11-2-

18 Ingress/Egress Access (3" Asphalt) Curb & Gutter (4" Concrete) PROPERTY LINE B' MATCH LINE (SEE FIGURE ) Stormwater Detention Pond #4 Treated Base Perimeter Swale Ditch Section B-B' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. Soil Cement Treated Base Concrete Asphalt Section View B-B' (Continued) 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. 33--DOA 11-2-

19 Curb & Gutter (4" Concrete) C (12" Concrete) Residential Driveway (3" Concrete) Ingress/Egress Access (3" Asphalt) (12" Concrete) C' PROPERTY LINE PROPERTY LINE Jurisdictional Wetlands To Be Excavated (Perimeter Swale Ditch) Treated Base Jurisdictional Wetlands Natural Ground (See Note 5) Jurisdictional Wetlands To Be Filled Jurisdictional Wetlands To Be Excavated (Perimeter Swale Ditch) Perimeter Swale Ditch Section C-C' Horizontal Scale: 1" = 80' Vertical Scale: 1" = 4' 80' 0 80' Horizontal Scale: 1'' = 80' 1. The proposed layout was provided by Alvin Fairburn and Associates, L.L.C. 2. Other Waters Of The U.S. obtained from U.S. Army CORPS of Engineers Jurisdictional Determination Account Numbers MVN SE, MVN-12-0-SE & MVN SK. 3. According to F.E.M.A. F.I.R.M. Community Panel No. 263C02 E Dated , this property falls in Flood Zone X (Areas determined to be outside the 0.2% annual chance flood) & Flood Zone AE (Special flood hazard areas (SFHAs) subject to inundated by the 1% annual chance flood); Base Flood Elevations Determined). Base Flood Elevation =. 4. Non-wetland ground elevations average '0" N.G.V.D. Elevation data was obtained from topographic data provided by Alvin Fairburn and Associates, L.L.C. Soil Cement Treated Base Concrete Asphalt Section View C-C' (Continued) 5. Natural ground elevations in existing jurisdictional wetlands are approximately 6" lower than adjacent non-wetland ground elevations. 33--DOA 11-2-

20 Property Boundary (1.84 Acres) Completed Construction To Date (Cleared & Grubbed) (54.55 Acres) 450' 0 450' Horizontal Scale: 1'' = 450' Completed Construction To Date 371' ' BROWN ROAD (PARISH ROAD) 377' 357' 0' 1054' 6' 6' 33--DOA 61' 102' (PARISH RD.) JOE MAY RD All clearing & grubbing activity was performed under and in accordance with existing valid Department Of Army Permit No. MVN--0-CG. 1' 12' 6' 6' 104' 10' 64' ~~~~ SINGLE ACRES SUBDIVISION ~~~~ 84' 10' 657' 95'