Loading...
Grand Parkside (Hobson Lane Development) CL24-0001 Grand Parkside (Hobson Lane Development) CL24-0001/CL24-0001 - Third Submittal Digital Files.zip Digital Files/FEMA Data Request/02-06-1096P/Correspondence/02061096P.316Ack.doc3/19/20022/18/20023/19/2002 March 19, 2002 Case Number: 02-06-1096P 316-ACK This acknowledges receipt of your request for Regency Oaks along the Unnamed Tributary to Hickory Creek. The request and data that you submitted will be forwarded to an engineer for processing and review. If additional data is needed to complete our evaluation, or if delays are encountered, we will notify you in writing. Inquiries concerning the status of your request should be made by calling the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA-MAP) or by letter addressed to the Federal Emergency Management Agency, 12101 Indian Creek Court, Beltsville, MD 20705. Please be assured that we will do our best to respond to all inquiries in a timely manner. When you write to us about your request, please include the case number referenced above in your letter. Federal Emergency Management Agency Washington, D.C. 20472 IM-HM-HS (PBS&J) Official Business Mr. Greg Edwards, P.E. Surveyors & Engineers of North Texas 1621 Amanda Court Ponder, TX 76259 Digital Files/FEMA Data Request/02-06-1096P/Correspondence/102IC.doc CERTIFIED MAIL IN REPLY REFER TO: RETURN RECEIPT REQUESTED Case Number: 02-06-1096P The Honorable Euline Brock Mayor, City of Denton 215 East McKinney Street Denton, TX 76201 Community: City of Denton, Denton County, Texas Community No.: 480194 Panel Affected: 48121C0370 E Effective Date of This Revision: 102IC Dear Mayor Brock: The Flood Insurance Rate Map (FIRM) for Denton County, Texas and Incorporated Areas, which includes the City of Denton, has been revised by this Letter of Map Revision (LOMR) to reflect the Regency Oaks project. The subject area is located along an unnamed tributary to Hickory Creek, from Hobson Lane to approximately 1,980 feet downstream of Hobson Lane, and the project involves channelization, the placement of fill, and the construction of a culvert at Regency Court. This revision was initiated by Dale Hoelting, P.E., C.F.M., of the City of Denton, in a letter dated March 12, 2002. We issued a conditional LOMR for this project on January 9, 1998. We received hydrologic and hydraulic analyses, certified topographic work map, an annotated FIRM, certification that the fill placed is “reasonably safe from flooding”, maintenance agreement, property owner notification and acceptance, community acceptance, and all applicable forms to reflect the revised conditions, prepared by Greg Edwards, P.E., of Surveyors and Engineers of North Texas, in support of this revision. We received all of the data required to perform a technical review of the LOMR request as of May 1, 2002. Based on our review of the submitted data, we are issuing this LOMR to reflect the Regency Oaks project, which involves channelization, the placement of fill, and the construction of a culvert at Regency Court. This LOMR revises the 1% annual chance (100-year) floodplain (Zone A) along the unnamed tributary to Hickory Creek, as shown on the enclosed annotated portions of Denton County, Texas and Incorporated Areas, FIRM number 48121C0370 E, dated April 2, 1997. A maximum increase in the 1% annual chance floodplain of 200 feet occurs approximately 1,320 feet downstream of Hobson Lane, and a maximum decrease in the 1% annual chance of 365 feet occurs approximately 1,350 feet downstream of Hobson Lane. This revision will become effective as of the date of this letter. We based this determination on the 1% annual chance discharges computed in the submitted hydrologic model. Future development of projects upstream could cause increased discharges, which could cause increased flood hazards. A comprehensive restudy of your community’s flood hazards would consider the cumulative effects of development on discharges and, therefore, could establish greater flood hazards in this area. This LOMR is based on minimum floodplain management criteria established under the National Flood Insurance Program (NFIP). Your community is responsible for approving all floodplain development and for ensuring all necessary permits required by Federal or State law have been received. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the Special Flood Hazard Area (SFHA). If the State, county, or community has adopted more restrictive or comprehensive floodplain management criteria, these criteria take precedence over the minimum NFIP criteria. This revision has met our criteria for removing an area from the 1% annual chance floodplain to reflect the placement of fill. The community must ensure that any structures placed within the subject area be constructed such that they are “reasonably safe from flooding.” “Reasonably safe from flooding” means base flood waters will not inundate the land or damage structures to be removed from the SFHA and that any subsurface waters related to the base flood will not damage existing or proposed buildings. The community and engineers should review and use FEMA Technical Bulletin 1001, Ensuring that Structures Built on Fill In or Near Special Flood Hazard Areas are Reasonably Safe From Flooding, which may be downloaded directly from the Federal Emergency Management Agency (FEMA) website at http://www.fema.gov/mit/tb1001.pdf. NFIP regulations Subparagraph 60.3(b)(7) requires communities to ensure that the floodcarrying capacity within the altered or relocated portion of any watercourse is maintained. This provision is incorporated into your community’s existing floodplain management ordinances; therefore, responsibility for maintenance of the modified channel and culvert rests with your community. We may request that your community submit a description and schedule of the channel and culvert maintenance activities. We will not print and distribute this LOMR to primary users, such as local insurance agents or mortgage lenders; instead, the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing, for publication in your community’s newspaper, a news release that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way, interested persons, such as property owners, insurance agents, and mortgage lenders, can benefit from the information. Use the map panel listed above and revised by this letter for flood insurance policies and renewals issued in your community. We have enclosed an updated version of a document titled List of Current Flood Insurance Study Data, which includes this letter, to help your community maintain all information for floodplain management and flood insurance. If any of the items in that document are not filed in your community’s map repository, please contact the FEMA Map Assistance Center at the telephone number listed below for information on how to obtain those items. We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93234) and in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90448), 42 U.S.C. 40014128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management ordinances that meet or exceed minimum NFIP criteria. These criteria, including adoption of the FIRM, and the modifications made by this LOMR, are the minimum requirements for continued NFIP participation and do not supersede more stringent State or local requirements to which the regulations apply. If you have any questions regarding this LOMR, please contact the FEMA Map Assistance Center, toll free, at 1877FEMA MAP (18773362627). Sincerely, William R. Blanton Jr., Project Officer Hazards Study Branch Federal Insurance and Mitigation Administration For: Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Enclosures cc: Dale Hoelting, P.E., Floodplain Administrator, City of Denton Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: State Coordinator Regional Director R6MT IMHMHS IMHMHS LOMC Distribution Service PBS&J Future File PBS&J Case File: R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\102IC.doc Concurrence: PBS&J PBS&J PBS&J PBS&J PBS&J FEMA Originator Team Ldr. Prog Mgr Editor QA Review IMHMHS Proot, C. Ashraf, S. Martinenza, J. Martinenza, K. Hake, L. PBS&J Peer Review 4 1 Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-ACK-FRQ.doc Dale Hoelting, P.E. Floodplain Administrator 215 East McKinney Street Denton, TX 76201 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316ACK.FRQ Dear Mr. Hoelting: This responds to your request dated March 12, 2002, that the Federal Emergency Management Agency (FEMA) issue a revision to the Flood Insurance Rate Map (FIRM) for the abovereferenced community. Pertinent information about the request is listed below. Identifier: Regency Oaks Flooding Source: Unnamed Tributary to Hickory Creek FIRM Panel Affected: Denton County, Texas and Incorporated Areas, FIRM number 48121C0370 E, dated April 2, 1997 We received a check in the amount of $4,000 from Mr. Arthur V. King to defray the cost of the technical review for this Letter of Map Revision (LOMR) request. Since the amount written on the check is greater than the requested review fee of $3,400, we are returning this check in a separate cover. FEMA has implemented a procedure to recover costs associated with reviewing and processing requests for modifications to published flood information and maps. Effective June 1, 2000, FEMA revised that fee schedule. A copy of the notice summarizing the current fee schedule, which was published in the Federal Register, is enclosed for your information. In accordance with this schedule, the fee for your request is $3,400 and must be submitted before we can continue processing your request. Payment of this fee must be made in the form of a check or money order, made payable in U.S. funds to the National Flood Insurance Program, or credit card payment. For identification purposes, the case number referenced above must be included on the check or money order. We will not perform a detailed technical review of your request until payment is received. Payment must be forwarded to one of the addresses listed below. Using U.S. Postal Service: Federal Emergency Management Agency FeeCharge System Administrator P.O. Box 3173 Merrifield, VA 221163173 Using overnight service: FeeCharge System Administrator c/o Dewberry & Davis, METS Division 8401 Arlington Boulevard, Stop 19A Fairfax, VA 22031 We have completed an inventory of the items that you submitted. The item identified below is required before we can begin a detailed review of your request. Please submit documentation of individual legal notices that were sent to property owners who are adversely impacted by any widening and/or shifting of the 1% annual chance floodplain for the unnamed Tributary to Hickory Creek. If you submit notification and acceptance from the adversely impacted property owners, FEMA can issue a LOMR effective the date of issuance. If you submit notification of, but not acceptance by, the adversely impacted property owners, FEMA may issue a LOMR effective three to six months after the date of issuance. If you submit neither notification of nor acceptance by the adversely impacted property owners, FEMA can either defer the map change, if minor, or revise the map by reissuance rather than by letter. Reissued maps are typically effective nine to twelve months after issuance of a preliminary map. Please send the required data to us at the address shown at the bottom of the first page. If the required item is not submitted within 90 days of the date of this letter, FEMA will treat any subsequent request as an original submittal, and it will be subject to all submittal/payment procedures. If you are unable to meet the 90day deadline for submittal of required items and would like FEMA to continue processing your request, you must request an extension of the deadline. This request must be submitted to us in writing and must provide (1) the reason why the data cannot be submitted within the requested timeframe and (2) a new date for the submittal of the data. FEMA receives a very large volume of requests and cannot maintain inactive requests for an indefinite period of time. Therefore, the fees will be forfeited for any request for which neither the requested data nor a written extension request is received within 90 days. When you write to us about your request, please include the case number referenced above in your letter. If you have general questions about your case, FEMA policy, or the National Flood Insurance Program, please call FEMA's toll free map assistance line at 1877FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosures cc: The Honorable Euline Brock, Mayor, City of Denton Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: Regional Director R6MT State Coordinator IM-HMHS Chron IM-HMHS FCSA (O. Anderson) PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-ACK-FRQ.doc Concurrence: PBS&J PBS&J PBS&J Originator Team Ldr. Editor Proot, C. Ashraf, S. 3 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-AD 041702.doc Dale Hoelting, P.E., C.F.M. Floodplain Administrator 215 East McKinney Street Denton, TX 76201 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316-AD Dear Mr. Hoelting: This is in regard to your March 12, 2002, request that the Federal Emergency Management Agency (FEMA) issue a Letter of Map Revision to the Flood Insurance Rate Map (FIRM) for the above-referenced community. In a previous letter, you were informed that additional data might be required to complete our review of the request. The data required to complete our review, which must be submitted within 90 days of the date of this letter, is listed below. The topographic work map, dated February 28, 2002, shows the 1% annual chance (100-year) floodplain delineations for the effective, existing, and post-project conditions for the studied reach along the unnamed tributary to Hickory Creek. Our review of the submitted work map indicates that the post-project 1% annual chance floodplain width increases at two locations between Cross Sections 1842 and 2465 compared with the effective conditions. These increase are not shown on the submitted annotated FIRM. Please resubmit the annotated FIRM to show these increases in the 1% annual chance floodplain width consistent with the submitted work map. Please send the required data to us at the address shown at the bottom of this page. Further action on the request has been suspended pending receipt of the required data. If we do not receive the required data within 90 days, we will suspend the processing of your request. Any data submitted after 90 days will be treated as an original submittal and will be subject to all submittal/payment procedures, including the review and processing fee in effect at the time of the resubmittal. A copy of the notice summarizing the current fee schedule, which was published in the Federal Register, is enclosed for your information. When you write to us about your request, please include the case number referenced above. If you have general questions about your case, FEMA policy, or the National Flood Insurance Program, please call FEMA's toll free map assistance line at 1-877-FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosures cc: Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: Regional Director R6-MT IM-HM-HS Chron IM-HM-HS PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-AD.doc Concurrence: PBS&J PBS&J PBS&J Originator Team Ldr. Editor Proot, C. Ashraf, S. Summary of Additional Information Required to Support a [Conditional Letter of Map Revision (CLOMR)] [Letter of Map Revision (LOMR)] [Revision to the Flood Insurance Rate Map and Flood Boundary and Floodway Map] Case No.: _____________________________ Community: __________________________ Requester: ____________________________ Community No.: ________________________ The issues listed below must be addressed before we can continue the review of your request. (List of Issues To Be Addressed) Please send the required data to us at the address shown at the bottom of this page. 2 1 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program 11 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-AD.doc Dale Hoelting, P.E., C.F.M. Floodplain Administrator 215 East McKinney Street Denton, TX 76201 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316-AD Dear Mr. Hoelting: This is in regard to your March 12, 2002, request that the Federal Emergency Management Agency (FEMA) issue a Letter of Map Revision to the Flood Insurance Rate Map (FIRM) for the above-referenced community. In a previous letter, you were informed that additional data might be required to complete our review of the request. The data required to complete our review, which must be submitted within 90 days of the date of this letter, is listed below. The topographic work map, dated February 28, 2002, shows the 1% annual chance (100-Year) floodplain delineations for the effective, existing, and post-project conditions for the studied reach along the unnamed tributary to Hickory Creek. Our review of the submitted work map indicates that the post-project 1% annual chance floodplain width increases at two locations between Cross Sections 1842 and 2465 compared with the effective conditions. These increase are not shown on the submitted annotated FIRM. Please resubmit the annotated FIRM to show these increases in the 1% annual chance floodplain width consistent with the submitted work map. Please send the required data to us at the address shown at the bottom of this page. Further action on the request has been suspended pending receipt of the required data. If we do not receive the required data within 90 days, we will suspend the processing of your request. Any data submitted after 90 days will be treated as an original submittal and will be subject to all submittal/payment procedures, including the review and processing fee in effect at the time of the resubmittal. A copy of the notice summarizing the current fee schedule, which was published in the Federal Register, is enclosed for your information. When you write to us about your request, please include the case number referenced above. If you have general questions about your case, FEMA policy, or the National Flood Insurance Program, please call FEMA's toll free map assistance line at 1-877-FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosures cc: Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: Regional Director R6-MT IM-HM-HS Chron IM-HM-HS PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-AD.doc Concurrence: PBS&J PBS&J PBS&J Originator Team Ldr. Editor Proot, C. Ashraf, S. Summary of Additional Information Required to Support a [Conditional Letter of Map Revision (CLOMR)] [Letter of Map Revision (LOMR)] [Revision to the Flood Insurance Rate Map and Flood Boundary and Floodway Map] Case No.: _____________________________ Community: __________________________ Requester: ____________________________ Community No.: ________________________ The issues listed below must be addressed before we can continue the review of your request. (List of Issues To Be Addressed) Please send the required data to us at the address shown at the bottom of this page. 2 1 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program 11 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-RETURN.doc Mr. Arthur V. King Entech Design, Inc. 315 S. Locust Street Denton, TX 76201-6055 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316-RETURN Dear Mr. King: This responds to a March 12, 2002, request from Dale Hoelting, P.E. of the City of Denton, that the Federal Emergency Management Agency (FEMA) revise the National Flood Insurance Program (NFIP) map for the above-referenced community. With your request, you submitted a check in the amount of $4,000 to defray the cost of FEMA's review. Because your check was written for an amount greater than the fee charged for this type of request, it cannot be deposited in our account. Therefore, we are returning your check with this letter and requesting that you prepare a new check or money order in the amount of $3,400, made payable in U.S. funds to the National Flood Insurance Program. We request that you submit your payment to one of the addresses listed below. Using U.S. Postal Service: Federal Emergency Management Agency Fee-Charge System Administrator P.O. Box 3173 Merrifield, VA 22116-3173 Using overnight service: Fee-Charge System Administrator c/o Dewberry & Davis, METS Division 8401 Arlington Boulevard, Stop 19A Fairfax, VA 22031 For identification purposes, the case number referenced above must be included on your check or money order. We will not issue our determination until we receive this payment. We are reviewing the remainder of your request package. When this review is complete, we will inform you of any additional information that may be required to complete the processing. When you write us about your request, please include the case number referenced above in your letter. If you have general questions about your case, FEMA policy, or the NFIP, please call FEMA's toll free map assistance line at 1877FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosure cc: Dale Hoelting, P.E., Floodplain Administrator, City of Denton Greg Edwards, P.E., Surveyors and Engineers of North Texas bcc: IM-HM-HS Chron IM-HM-HS FCSA PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-RETURN.doc Concurrence: PBS&J PBS&J PBS&J PBS&J Originator Editor Prog. Mgr. Proj. Admin. Proot, C. Martinenza, J. 2 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Digital Files/FEMA Data Request/02-06-1096P/Correspondence/LOMR CHECK.xlsData List Checklist Summary Increase Decrease No Change BFE: Hydraulic Model Used: FEMA Acceptable Model: Yes No If yes, has affected properties been notified? Floodway Widths: N/A Community: Are other communities affected? If yes, list: Does Project cause the increase? If yes, are any structures impacted? If yes, have alternatives been evaluated? Approved by Community? Approved by State? If yes, is there a maintenance agreement? Fill Placed to Raise Ground? If BFE increase [See 60.3(c)(10), 60.3(d)(3), and 65.12] None Pertinent Revisions (List): Pertinent Restudies (List): Pertinent LOMAs (List): Runs Rec'd: Duplicate Effective Corrected Effective Proposed/Post Construction Case No.: Identifier: State: Flooding Source: FIRM Panels Affected: FBFM Panels Affected: Action: Other CLOMR LOMR LMMP PMR Basis of Request (Check all that apply): Coastal Channelization Fill Floodway Hydraulics Hydrology Levee Topography Other Fee: Not Required Dates: Received: Data Request: All Data Rec'd: Fee Received: Comments: Req'd, amount Job No.: Reviewer: Approximate Zone Bridges Culverts Existing Project Proposed Project If floodway changes [see 65.7(b)(1)]: Datum used in request: Received Item Comments MT-2 FORMS Hydrologic Analysis Form Hydraulic Analysis Form Mapping Form Channelization Form Bridge/Culvert Form Levee Form Coastal Analysis Form Coastal Structures Form Dam Form Alluvial Fan Form Requester/Community Form Annotated FIRM Annotated FBFM HYDROLOGIC ANALYSIS Hydrologic Model Regression Equation Drainage Area Map Back-up Calculations HYDRAULIC ANALYSIS Corrective Effective (disk) Proposed (paper) Proposed (disk) Post-Construction (paper) Post-Construction (disk) Flood Profiles Floodway Data Table Dates Requested Not Req'd Date Required for BFE increases County: CID: Manager: NFIP Regulations (Check all sections that apply): 65.10 (Levee) 65.7 (Floodway Revision) Items to Be Revised: FIRM FBFM Profiles FDT Special Requirements: Addresses & Telephone Numbers: CEO: FPA: Other: Max. surcharge that occurs: Max. Allowed: Do Discharges match effective FIS? If no, hydrologic methodology for new discharges: Floodway ties in u/s and d/s? BFEs tie in u/s and d/s? Max. Decrease from Project: LOMR following a CLOMR Eff. Date: Request.: Repo: X 65.5/65.6 (Fill) 60.3 (Ordinance Level) 60.3(b)(7)/65.6(a)(12) (Maintenance) 65.12* (Floodway encroachment) * CLOMRs only Summary of Discharges RM: Existing U/S Cross Section: D/S Cross Section: Max. Decrease from Effective: Max. Increase from Project: Received Date: Public Notice / Notified affected parties? Adoption / Enforcement of Floodway? Channel Modifications / Culvert [60.3(b)(7) / 65.6(a)(12)] If yes, has the following been certified [see 65.5 (a)(5) / 65.6(a)(14)]: Reasonably safe from flooding Case No. MAPS/FIS Fee: $____________ Topo/FP Map (paper)1 Topo/FP Map (digital)2 Grading Plan (paper)1 Grading Plan (digital)2 Corrective Effective (paper)2 Existing (paper)2 Existing (disk) CONCURRENCE/REGULATIONS Community3 State4 Public Notices5 Individual Legal Notice 5 Fill Certification6 Maintenance Agreement7 Floodway Adoption/Enforcement No Structures Impacted8 Evaluation of Alternatives8 1 Plans must be certified "As-built" plans for post-construction projects. 2 Optional; can request but not require submittal. 3Community concurrence is required for all revisions. 5 Public or Individual notices required for floodway change and BFE increases. 6 Required for fill in floodplain. 7 Required for channel improvements and/or bridges/culverts. 8 Required when encroachment causes BFE increase (CLOMRs only) 4 Required for IL, IN, MI, MN, OH and WI per Special Considerations Manual Max. Increase from Effective: 02-06-1096P Texas City of Denton Denton Regency Oaks Unnamed Tributary to Hickory Creek 48121C0370 E x Follow-up to Case 98-06-331R, which was effective January 9, 1998. $4,000 in fees was submitted with this case, but a refund of $600 was returned to the requester. CFP JAM 381704.06 0325 HEC-RAS 98-06-331R The Honorable Euline Brock Mayor, City of Denton 215 East McKinney Street Denton, TX 76201 Dale Hoelting, P.E. Floodplain Administrator Eng: Greg Edwards, P.E. Surveyors and Engineers of North Texas 1621 Amanda Court Ponder, TX 76259 Arthur V. King Entech Design, Inc. 315 S. Locust Street Denton, TX 76201-6055 3/29/02 (316-ACK), 4/18/02 (316-AD) PBS&J REVISION DATA LIST Page of 0.00 02-06-1096P 0.00 CFP 0.00 City of Denton 0.00 0.00 Texas 0.00 Regency Oaks PBS&J REVISION CHECKLIST Page of 02-06-1096P CFP JAM City of Denton Texas Regency Oaks 0.00 X 0.00 X 0.00 X PBS&J CASE SUMMARY SHEET 480194.00 ?4?/?2?/?1997 $3,400.00 ?4?/?15?/?2002 ?3?/?19?/?2002 ?4?/?15?/?2002 ?4?/?26?/?2002 Digital Files/FEMA Data Request/02-06-1096P/Correspondence/LOMR.doc Case Number: 02-06-1096P Data Request Checklist For Letter of Map Revision Requestor: Dale Hoelting, P.E. Date: 3/19/2002 The items checked below in Column 1 are required to process your request for a conditional Letter of Map Revision. Items checked in Column 2 have been received and should not be resubmitted unless specifically requested. (1) (2) Required Received 3/19 1. A written description of the scope of the proposed project and the methodology used to analyze the project’s effects. 2. All applicable MT-2 forms 3/19 Form 1, titled "Revision Requester and Community Official Form" 3/19 Form 3, titled "Hydrologic Analysis Form" 3/19 Form 4, titled "Riverine Hydraulic Analysis Form" 3/19 Form 5, titled "Riverine/Coastal Mapping Form" 3/19 Form 6, titled "Channelization Form" 3/19 Form 7, titled "Bridge/Culvert Form" (one form per new/revised bridge/culvert) - Fo rm 8, titled "Levee/Floodwall System Analysis Form" - Form 9, titled "Coastal Analysis Form" - Form 10, titled "Coastal Structures Form" - Form 11, titled "Dam Form" - Form 12, titled "Alluvial Fan Flooding Form" 3/19 3. Hydrologic analysis of the 1% annual chance (100-year) flood representing existing conditions (Zone A only) - 4. Hyd rologic analysis of the 10%, 2%, 1%, and 0.2% annual chance (10-year, 50-year, 100-year, and 500-year, respectively) floods representing existing conditions 5. Hydraulic models of the 1% annual chance flood representing the following (Zone A): (paper and electronic format) 3/19 Existing conditions (all cross sections should reflect conditions prior to construction of the project) (1) (2) Required Received 3/19 post conditions (same cross sections as the existing conditions model, reflecting the proposed project 6. Hydraulic models of the 10%, 2%, 1%, and 0.2% annual chance floods and floodway representing the following conditions: (paper and electronic format) - Duplicate Effective FIS model - Corrected Effective (effective FIS model including any corrections made to the effective FIS model and cross-sections through the project site- all cross sections should reflect conditions prior to construction of project) - Existing (effective FIS model including cross-sections through the project site- all cross sections should reflect conditions prior to construction of project) - Post (existing conditions model reflecting the proposed project) 7. Certified topographic workmap of the entire area covered by the post conditions model indicating the following: 3/12 Boundary delineations of the corrected existing floodway and the flood having 1 % and 0.2% chance of being equaled or exceeded in any given year 3/28 4/26 Boundary delineation of the currently effective floodway and 1% and 0.2% chance floods 3/12 Topographic contour information used for the boundary delineation of the base flood and the vertical datum used on the map 3/12 Locations and alignment of Cross Sections 3/12 Flow line used in the hydraulic model 3/12 8. Certified annotated FIRM at the scale of the effective FIRM showing the revised base floodplain and floodway boundaries delineated on the submitted work map 3/12 9. Community acknowledgment of the LOMR request - 10. State acknowledgment of the LOMR request - 11. A copy of the public notice distributed by your community stating its intent to revise the regulatory floodway per NFIP regulations subparagraph 65.7 (b)(1) - 12. A letter from the community or appropriate state agency indicating that it will enforce and adopt the modified regulatory floodway per NFIP subparagraph 65.7(b)(3) (1) (2) Required Received 3/19 13. An officially adopted maintenance and operation plan 3/19 14. Statement from the appropriate community official that a property or structure, existing or proposed, to be removed from the SFHA meets minimum floodplain management criteria of §60.3 of the NFIP regulations and is reasonably safe from flooding. 3/29 4/26 15. Docu mentation of individual legal notices that were sent to property owners who are adversely impacted by any widening and/or shifting of the 1% annual chance floodplain - 16 . Please submit the annexation agreement indicating that the project site has been annexed 17. Required Fee: $34000 - New bridge, culvert, channel, or any combination of these- $4,000 - Levee, berm, or other structural measure- $6,000 3/29 4/15 As-built follow-up to a CLOMR- $3,400 1 Digital Files/FEMA Data Request/02-06-1096P/Correspondence/PBSJ FAX cover sheet.doc FAX T R A N S M I T T A L To: Dale Hoelting, P.E., C.F.M. Company: Engineering, City of Denton Fax No: 940.349.8951 Date: 04/12/2002 Time: 10h00am Pages: 2 Including this page From: Cathy Proot Phone: 1.800.697.7275 ext 444 Fax: (301) 210-5157 Call with response x For your review As requested Comments: Case 02-06-1096P, Regency Oaks Project Mr. Hoelting, I have being reviewing the hydraulic models and work maps for the Regency Oaks project and discovered the following – the annotated FIRM for the project does not match the topographic map submitted by Mr. Greg Edwards. I contacted Mr. Edwards and discussed this matter with him yesterday. He told me that the work map had been done using more detailed data; therefore it was more accurate than the annotated FIRM. The main issue is that there are floodplain increases in 2 areas, which are not indicated on the annotated FIRM. I have re-done the annotated FIRM, showing approximately where the increases are located (it is included in this fax). Mr. Edwards thinks that the 2nd increase is on the King’s property, and since they are aware of it, there would be no property owner notification required from them. The 1st increase though, seems to be out of their property, so a letter notifying the owners of that land is required. Mr. Edwards will be re-doing the annotated FIRM to include these floodplain increases. I contacted Ms. Becky King yesterday and explained these floodplain increases to her. Ms. King expressed that she would like this issue and LOMR resolved and approved as soon as possible, so I am going to work with Mr. Edwards to resolve the map issues. I am sending you this fax to try to obtain the property owner notification letter from you as soon as possible, so I can go ahead and approve this case. If you have any questions or concerns, please feel free to contact me! Thank you very much, Cathy P. 12101 Indian Creek Court Beltsville, MD 20705 (800) 697-7275 (301) 210-5157 FAX Digital Files/FEMA Data Request/02-06-1096P/Correspondence/PBSJ Phone Log (1).doc FMPCC P H O N E R E P O R T L O G To: Greg Edwards, P.E. Recorded By: Cathy Proot Company: Surveyors of North Texas Company: PBS&J Phone No.: 940.898.1173 Phone No.: 301-210-6800 Date: April 18, 2002 Community/Project No.: 02-06-1096P Subject: Annotated FIRM Comments: 4/11/02 – I gave Mr. Edwards a call regarding the annotated FIRM and the work map. The annotated FIRM seems to reflect only decreases in the floodplain, while the work map shows two areas where the floodplain increases. I discussed this with Mr. Edwards, who tried to locate them on the work map. The locations of the increases are approximate, so it is not certain that they are contained on the King’s property. The 1st increase seems to be outside of their property, while the second in on their property. Once Mr. Edwards and I had located the increases on the annotated FIRM, it was agreed that he would resubmit a more accurate FIRM and contact the Kings and Mr. Hoelting to try to obtain property owner notification from the Kings and 2nd property owners. I told him that I would contact Becky King and explain this matter to her, as well as fax her a copy of the more accurate annotated FIRM. I also told Mr. Edwards that I would check the rest of the work map to make sure that it was correct and then mail him a letter by the end of next week. 4/17/02 – Mr. Edwards called me back to ask if I was done with the technical review and I told him that I was and had a few discrepancies between the floodplain widths on the work map, and the HEC-RAS widths. He explained that there were a few ineffective flow areas located near those specific cross-sections, he helped me to locate those and we resolved the problem swiftly. I told him that the 316-AD was ready to be sent out and I just requested that he resubmit a new annotated FIRM, showing the increases in floodplain widths and their location. He told me that the 2nd property owners had been contacted and had drafter up a property owner notification notice themselves. They were aware of all the changes to be made on their property, and so those letters would be mailed out to me along with the new annotated FIRM. 12101 Indian Creek Court, Beltsville, Maryland 20705 (Telephone 301.210-6800 (www.pbsj.com Digital Files/FEMA Data Request/02-06-1096P/Correspondence/PBSJ Phone Log.doc FMPCC P H O N E R E P O R T L O G To: Becky King Recorded By: Cathy Proot Company: Entech Design / Regency Oaks Company: PBS&J Phone No.: 940.369.7545 Phone No.: 301-210-6800 Date: April 8, 2002 Community/Project No.: 02-06-1096P Subject: Status of case Comments: Ms. King called me with regards to the 316-ACK and 316-RETURN. I explained to her that we do not deposit checks, which are written for an amount greater than what is required. It is much simpler and quicker to just write another check and mail it in. She wanted to know if anything else was required and I asked if she had received the 316-ACK. She wasn’t too sure about that, so I simply let her know that we were looking for property owner notification. She told me that themselves and 2 other property owners were impacted by the changes. I told her to contact the community (the 316-ACK was originally sent in to Dale Hoelting, the floodplain administrator) and to have a simple letter sent in, which states that the City has contacted the owners to make them aware of the changes taking place. 12101 Indian Creek Court, Beltsville, Maryland 20705 (Telephone 301.210-6800 (www.pbsj.com Digital Files/FEMA Data Request/02-06-1096P/Correspondence/Re Case 02-06-1096P.txtFrom: Becky King [bking@music.cmm.unt.edu] Sent: Tuesday, April 09, 2002 6:28 PM To: CProot@pbsj.com Subject: Re: Case 02-06-1096P Thank you so much for this message. I have forwarded it to Dale Hoelting. And I am preparing to mail the check in the morning. I will probably fax you a copy of the check and mailing document so that you know it is on its way as well. Thank you again for your assistance. Becky King Becky King - UNT College of Music Undergrad Advisor (DARS) and Liaison for International Students in Music Phone (940)369-7545 >>> "Proot, Catherine" <CProot@pbsj.com> 04/09 12:18 PM >>> Ms. King, I tried to return your call yesterday, but your voicemail picked up my call, so I am emailing you instead. I looked at the annotated FIRM again and the modifications to the floodplain - since none of the 3 property owners affected by this revision will be taken out of the floodplain completely, it is not necessary to get a letter from the community, stating that all property owners have been notfied. I received a call from Mr. Dale Hoelting during lunch time today, and we have agreed to forget about the letter from the community. This being taken care of, the only thing I am missing from your case is the fee of $3,400. If you could get that to us as soon as possible, I will review the technical models and maps, and if everything is good on that end, I will go ahead and write up the approval letter for your case. If you have any other questions or concerns, please feel free to get in touch with me ! Thank you, Cathy P. Catherine Proot ~ Floodplain Engineer PBS&J 12 101 Indian Creek Court Beltsville, Maryland, 20 705 1.800.697.7275 ext. 444 1.301.210.6800 ext. 444 cproot@pbsj.com Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.br Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.f01 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.g02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.nt Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.O01 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.O02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.p01 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.p02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.prj Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.r02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.rep Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.xs Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.f01 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.g02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.nt Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.O01 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.O02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.p01 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.p02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.prj Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.r02 Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.rep Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.xs Digital Files/FEMA Data Request/02-06-1096P/Reports/MT-2 SUMMARY TABLES.xlsFLOODPLAIN COMPARISON FLOODWAY COMPARISON TABLE BFE DIFFERENCE TABLE BFE COMPARISON TABLE SECNO EFFECTIVE DUPLICATE EFFECTIVE CORRECTED EFFECTIVE EXISTING/PRE-PROJECT COMMUNITY NAME FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODING SOURCE BFE COMPARISON POST PROJECT (LOMR) BFE PROPOSED (CLOMR) X-SECT PROJECT DIFF COMPARISON TABLE (BFE) BFE DIFF FLOODWAY COMPARISON TABLE PROJECT NAME/IDENTIFIER PROPOSED (CLOMR) POST PROJECT (LOMR) FLOODWAY WIDTH WSEL SURC PROP - EX (clomr) PROP - EFF (clomr) POST - EFF (lomr) POST - EX(lomr) EX - EFF Dup Eff Corr Eff Existing Proposed Post Diff(Ex-Eff) Diff(post-Eff) Diff(Prop-Eff) Diff(prop-Ex) Diff(post-Ex) FLOODPLAIN COMPARISON TABLE FEET COMMUNITY NAME/CASE NO. NOTE TO USERS: 2) If extra lines are needed, insert the extra lines between lines 7 and 24. 1) Include ALL cross sections in the models between tie in points. 2) If extra lines are needed, insert the extra lines between lines 8 and 25. 3) To add a footnote, go to "File" and "Page Setup" so that the footnote will appear on all sheets (you may need to adjust the bottom margins) City of Denton, Texas City of Denton, Denton County, Texas Unnamed Tributary to Hickory Creek 02-06-1096P Culvert 2PBS&J Interpolated Values are in parentheses. Sheet of 0.00 Unnamed Tributary to Hickory Creek 0.00 02-06-1096P 2635.00 272.20 275.79 3.59 2465.00 213.77 239.57 25.80 2275.00 275.25 240.13 -35.12 1842.00 329.59 252.00 -77.59 1827.00 50.69 1800.00 69.33 1742.00 115.49 1642.00 270.44 62.99 -207.45 1482.00 445.85 111.85 -334.00 1400.00 1350.00 497.68 68.00 -429.68 1200.00 371.94 182.53 -189.41 1000.00 355.00 224.85 -130.15 800.00 305.00 2PBS&J WIDTH = Floodway Width; WSEL = Water Surface Elevation with Floodway Encoachment; SURC = Surcharge Value (WSEL-BFE). Interpolated values are in parentheses. Sheet of 0.00 City of Denton, Denton County, Texas 0.00 Unnamed Tributary to Hickory Creek 0.00 02-06-1096P 2PBS&J BFE DIFF = difference in 100-year (natural) Water Surface Elevation between models. Interpolated values are in parentheses. Sheet of 0.00 City of Denton, Denton County, Texas 0.00 Unnamed Tributary to Hickory Creek 0.00 2635.00 0.00 0.00 0.00 0.00 0.06 2465.00 0.00 0.00 0.00 0.00 0.27 2275.00 0.00 0.00 0.00 0.00 -0.27 1842.00 0.00 0.00 0.00 0.00 -0.74 1827.00 0.00 0.00 0.00 0.00 -1.95 1800.00 0.00 0.00 0.00 0.00 -1.77 1742.00 0.00 0.00 0.00 0.00 -1.25 1642.00 0.00 0.00 0.00 0.00 -0.53 1482.00 0.00 0.00 0.00 0.00 -1.57 1400.00 0.00 0.00 0.00 0.00 1350.00 0.00 0.00 0.00 0.00 -2.62 1200.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.71 1000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.10 800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2PBS&J BFE = 100-year (natural) Water Surface Elevation. Interpolated values are in parentheses. Sheet of 2635.00 622.52 622.58 2465.00 621.04 621.31 2275.00 620.36 620.09 1842.00 617.85 617.11 1827.00 617.64 615.69 1800.00 617.27 615.51 1742.00 616.48 615.23 1642.00 615.11 614.58 1482.00 614.92 613.35 1400.00 1350.00 614.64 612.02 1200.00 613.96 611.25 1000.00 612.90 610.80 800.00 610.10 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.br Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.f01 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.g02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.nt Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.O01 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.O02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.p01 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.p02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.prj Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.r02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.rep Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.xs Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.f01 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.g02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.nt Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.O01 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.O02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.p01 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.p02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.prj Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.r02 Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.rep Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.xs Digital Files/HEC-HMS v4.8/Hobson_Lane/001_Year.met Digital Files/HEC-HMS v4.8/Hobson_Lane/010_Year.met Digital Files/HEC-HMS v4.8/Hobson_Lane/025_Year.met Digital Files/HEC-HMS v4.8/Hobson_Lane/050_Year.met Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx_.basin Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__001YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__010YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__025YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__050YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__100YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__500YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/100_Year.met Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx_.basin Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__001YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__010YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__025YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__050YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__100YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__500YR.log Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/500_Year.met Digital Files/HEC-HMS v4.8/Hobson_Lane/72_hr.control Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/hms5741982267252252366.log Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.access Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.hms Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.log Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.pdata Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.run Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Dry_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Dry_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_010YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_010YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_050YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_050YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_500YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_500YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__001YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__001YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__025YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__025YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__100YR.dss Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__100YR.out Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_001YR_INC_PRECIP.xml1_Pre-Project(OffEx)_001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_100YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_100YR_INC_PRECIP.xml1_Pre-Project(OffEx)_100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/2_Post-Project(OffEx)_001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/2_Post-Project(OffEx)_001YR_INC_PRECIP.xml2_Post-Project(OffEx)_001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Fully Developed 001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Fully Developed 001YR_INC_PRECIP.xmlFully Developed 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 001YR_INC_PRECIP.xmlPost-Project 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 100YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 100YR_INC_PRECIP.xmlPost-Project 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 001YR_INC_PRECIP.xmlPost-Project Dry 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 100YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 100YR_INC_PRECIP.xmlPost-Project Dry 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 001YR_INC_PRECIP.xmlPost-Project Wet 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 100YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 100YR_INC_PRECIP.xmlPost-Project Wet 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 500YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 500YR_INC_PRECIP.xmlPost-Project Wet 500YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 001YR_INC_PRECIP.xmlPre-Project 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 100YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 100YR_INC_PRECIP.xmlPre-Project 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 500YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 500YR_INC_PRECIP.xmlPre-Project 500YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project(FD) 001YR.animation Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project(FD) 001YR_INC_PRECIP.xmlPre-Project(FD) 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__001YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__010YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__025YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__050YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__100YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__500YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__001YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__010YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__025YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__050YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__100YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__500YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_3_Pre_Project_OffFD__001YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_3_Pre_Project_OffFD__025YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_3_Pre_Project_OffFD__100YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_4_Post_Project_OffFD__001YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_4_Post_Project_OffFD__025YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_4_Post_Project_OffFD__100YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Dry_010YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Dry_050YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Dry_500YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_010YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_050YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_100YR.results Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_500YR.results Digital Files/HEC-RAS 6.2/Backup.f01 Digital Files/HEC-RAS 6.2/Backup.g01 Digital Files/HEC-RAS 6.2/Backup.p01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Apr-09(1).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Apr-09(2).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(1).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(2).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(3).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(4).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(5).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(6).g01 Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-26(1).g01 Digital Files/HEC-RAS 6.2/EG - Combo.hdf Digital Files/HEC-RAS 6.2/EG - Combo.MergedInputs.tif Digital Files/HEC-RAS 6.2/EG - Combo.vrt Digital Files/HEC-RAS 6.2/HobsonLane.f01 Digital Files/HEC-RAS 6.2/HobsonLane.f02 Digital Files/HEC-RAS 6.2/HobsonLane.f06 Digital Files/HEC-RAS 6.2/HobsonLane.f07 Digital Files/HEC-RAS 6.2/HobsonLane.g01 Digital Files/HEC-RAS 6.2/HobsonLane.g01.hdf Digital Files/HEC-RAS 6.2/HobsonLane.g03 Digital Files/HEC-RAS 6.2/HobsonLane.g03.hdf Digital Files/HEC-RAS 6.2/HobsonLane.O01 Digital Files/HEC-RAS 6.2/HobsonLane.O02 Digital Files/HEC-RAS 6.2/HobsonLane.O03 Digital Files/HEC-RAS 6.2/HobsonLane.O04 Digital Files/HEC-RAS 6.2/HobsonLane.O05 Digital Files/HEC-RAS 6.2/HobsonLane.O06 Digital Files/HEC-RAS 6.2/HobsonLane.O07 Digital Files/HEC-RAS 6.2/HobsonLane.O08 Digital Files/HEC-RAS 6.2/HobsonLane.O09 Digital Files/HEC-RAS 6.2/HobsonLane.p01 Digital Files/HEC-RAS 6.2/HobsonLane.p01.hdf Digital Files/HEC-RAS 6.2/HobsonLane.p02 Digital Files/HEC-RAS 6.2/HobsonLane.p02.hdf Digital Files/HEC-RAS 6.2/HobsonLane.p03.hdf Digital Files/HEC-RAS 6.2/HobsonLane.p04 Digital Files/HEC-RAS 6.2/HobsonLane.p04.hdf Digital Files/HEC-RAS 6.2/HobsonLane.p05 Digital Files/HEC-RAS 6.2/HobsonLane.p05.hdf Digital Files/HEC-RAS 6.2/HobsonLane.prj Digital Files/HEC-RAS 6.2/HobsonLane.r01 Digital Files/HEC-RAS 6.2/HobsonLane.r02 Digital Files/HEC-RAS 6.2/HobsonLane.r04 Digital Files/HEC-RAS 6.2/HobsonLane.r05 Digital Files/HEC-RAS 6.2/HobsonLane.rasmap Digital Files/HEC-RAS 6.2/HobsonLane.rasmap.backup Digital Files/HEC-RAS 6.2/MergedInputs.vrt Digital Files/PondPack V8I/HobsonLaneOutfall.ppc Digital Files/PondPack V8I/HobsonLaneOutfall.ppc.dwh Digital Files/PondPack V8I/HobsonLaneOutfall.ppc.mdb Digital Files/PondPack V8I/HobsonLaneOutfall.ppc.mdb_1_18_18.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/02061096P.316Ack.doc3/19/20022/18/20023/19/2002 March 19, 2002 Case Number: 02-06-1096P 316-ACK This acknowledges receipt of your request for Regency Oaks along the Unnamed Tributary to Hickory Creek. The request and data that you submitted will be forwarded to an engineer for processing and review. If additional data is needed to complete our evaluation, or if delays are encountered, we will notify you in writing. Inquiries concerning the status of your request should be made by calling the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA-MAP) or by letter addressed to the Federal Emergency Management Agency, 12101 Indian Creek Court, Beltsville, MD 20705. Please be assured that we will do our best to respond to all inquiries in a timely manner. When you write to us about your request, please include the case number referenced above in your letter. Federal Emergency Management Agency Washington, D.C. 20472 IM-HM-HS (PBS&J) Official Business Mr. Greg Edwards, P.E. Surveyors & Engineers of North Texas 1621 Amanda Court Ponder, TX 76259 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/102IC.doc CERTIFIED MAIL IN REPLY REFER TO: RETURN RECEIPT REQUESTED Case Number: 02-06-1096P The Honorable Euline Brock Mayor, City of Denton 215 East McKinney Street Denton, TX 76201 Community: City of Denton, Denton County, Texas Community No.: 480194 Panel Affected: 48121C0370 E Effective Date of This Revision: 102IC Dear Mayor Brock: The Flood Insurance Rate Map (FIRM) for Denton County, Texas and Incorporated Areas, which includes the City of Denton, has been revised by this Letter of Map Revision (LOMR) to reflect the Regency Oaks project. The subject area is located along an unnamed tributary to Hickory Creek, from Hobson Lane to approximately 1,980 feet downstream of Hobson Lane, and the project involves channelization, the placement of fill, and the construction of a culvert at Regency Court. This revision was initiated by Dale Hoelting, P.E., C.F.M., of the City of Denton, in a letter dated March 12, 2002. We issued a conditional LOMR for this project on January 9, 1998. We received hydrologic and hydraulic analyses, certified topographic work map, an annotated FIRM, certification that the fill placed is “reasonably safe from flooding”, maintenance agreement, property owner notification and acceptance, community acceptance, and all applicable forms to reflect the revised conditions, prepared by Greg Edwards, P.E., of Surveyors and Engineers of North Texas, in support of this revision. We received all of the data required to perform a technical review of the LOMR request as of May 1, 2002. Based on our review of the submitted data, we are issuing this LOMR to reflect the Regency Oaks project, which involves channelization, the placement of fill, and the construction of a culvert at Regency Court. This LOMR revises the 1% annual chance (100-year) floodplain (Zone A) along the unnamed tributary to Hickory Creek, as shown on the enclosed annotated portions of Denton County, Texas and Incorporated Areas, FIRM number 48121C0370 E, dated April 2, 1997. A maximum increase in the 1% annual chance floodplain of 200 feet occurs approximately 1,320 feet downstream of Hobson Lane, and a maximum decrease in the 1% annual chance of 365 feet occurs approximately 1,350 feet downstream of Hobson Lane. This revision will become effective as of the date of this letter. We based this determination on the 1% annual chance discharges computed in the submitted hydrologic model. Future development of projects upstream could cause increased discharges, which could cause increased flood hazards. A comprehensive restudy of your community’s flood hazards would consider the cumulative effects of development on discharges and, therefore, could establish greater flood hazards in this area. This LOMR is based on minimum floodplain management criteria established under the National Flood Insurance Program (NFIP). Your community is responsible for approving all floodplain development and for ensuring all necessary permits required by Federal or State law have been received. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the Special Flood Hazard Area (SFHA). If the State, county, or community has adopted more restrictive or comprehensive floodplain management criteria, these criteria take precedence over the minimum NFIP criteria. This revision has met our criteria for removing an area from the 1% annual chance floodplain to reflect the placement of fill. The community must ensure that any structures placed within the subject area be constructed such that they are “reasonably safe from flooding.” “Reasonably safe from flooding” means base flood waters will not inundate the land or damage structures to be removed from the SFHA and that any subsurface waters related to the base flood will not damage existing or proposed buildings. The community and engineers should review and use FEMA Technical Bulletin 1001, Ensuring that Structures Built on Fill In or Near Special Flood Hazard Areas are Reasonably Safe From Flooding, which may be downloaded directly from the Federal Emergency Management Agency (FEMA) website at http://www.fema.gov/mit/tb1001.pdf. NFIP regulations Subparagraph 60.3(b)(7) requires communities to ensure that the floodcarrying capacity within the altered or relocated portion of any watercourse is maintained. This provision is incorporated into your community’s existing floodplain management ordinances; therefore, responsibility for maintenance of the modified channel and culvert rests with your community. We may request that your community submit a description and schedule of the channel and culvert maintenance activities. We will not print and distribute this LOMR to primary users, such as local insurance agents or mortgage lenders; instead, the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing, for publication in your community’s newspaper, a news release that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way, interested persons, such as property owners, insurance agents, and mortgage lenders, can benefit from the information. Use the map panel listed above and revised by this letter for flood insurance policies and renewals issued in your community. We have enclosed an updated version of a document titled List of Current Flood Insurance Study Data, which includes this letter, to help your community maintain all information for floodplain management and flood insurance. If any of the items in that document are not filed in your community’s map repository, please contact the FEMA Map Assistance Center at the telephone number listed below for information on how to obtain those items. We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93234) and in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90448), 42 U.S.C. 40014128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management ordinances that meet or exceed minimum NFIP criteria. These criteria, including adoption of the FIRM, and the modifications made by this LOMR, are the minimum requirements for continued NFIP participation and do not supersede more stringent State or local requirements to which the regulations apply. If you have any questions regarding this LOMR, please contact the FEMA Map Assistance Center, toll free, at 1877FEMA MAP (18773362627). Sincerely, William R. Blanton Jr., Project Officer Hazards Study Branch Federal Insurance and Mitigation Administration For: Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Enclosures cc: Dale Hoelting, P.E., Floodplain Administrator, City of Denton Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: State Coordinator Regional Director R6MT IMHMHS IMHMHS LOMC Distribution Service PBS&J Future File PBS&J Case File: R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\102IC.doc Concurrence: PBS&J PBS&J PBS&J PBS&J PBS&J FEMA Originator Team Ldr. Prog Mgr Editor QA Review IMHMHS Proot, C. Ashraf, S. Martinenza, J. Martinenza, K. Hake, L. PBS&J Peer Review 4 1 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-ACK-FRQ.doc Dale Hoelting, P.E. Floodplain Administrator 215 East McKinney Street Denton, TX 76201 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316ACK.FRQ Dear Mr. Hoelting: This responds to your request dated March 12, 2002, that the Federal Emergency Management Agency (FEMA) issue a revision to the Flood Insurance Rate Map (FIRM) for the abovereferenced community. Pertinent information about the request is listed below. Identifier: Regency Oaks Flooding Source: Unnamed Tributary to Hickory Creek FIRM Panel Affected: Denton County, Texas and Incorporated Areas, FIRM number 48121C0370 E, dated April 2, 1997 We received a check in the amount of $4,000 from Mr. Arthur V. King to defray the cost of the technical review for this Letter of Map Revision (LOMR) request. Since the amount written on the check is greater than the requested review fee of $3,400, we are returning this check in a separate cover. FEMA has implemented a procedure to recover costs associated with reviewing and processing requests for modifications to published flood information and maps. Effective June 1, 2000, FEMA revised that fee schedule. A copy of the notice summarizing the current fee schedule, which was published in the Federal Register, is enclosed for your information. In accordance with this schedule, the fee for your request is $3,400 and must be submitted before we can continue processing your request. Payment of this fee must be made in the form of a check or money order, made payable in U.S. funds to the National Flood Insurance Program, or credit card payment. For identification purposes, the case number referenced above must be included on the check or money order. We will not perform a detailed technical review of your request until payment is received. Payment must be forwarded to one of the addresses listed below. Using U.S. Postal Service: Federal Emergency Management Agency FeeCharge System Administrator P.O. Box 3173 Merrifield, VA 221163173 Using overnight service: FeeCharge System Administrator c/o Dewberry & Davis, METS Division 8401 Arlington Boulevard, Stop 19A Fairfax, VA 22031 We have completed an inventory of the items that you submitted. The item identified below is required before we can begin a detailed review of your request. Please submit documentation of individual legal notices that were sent to property owners who are adversely impacted by any widening and/or shifting of the 1% annual chance floodplain for the unnamed Tributary to Hickory Creek. If you submit notification and acceptance from the adversely impacted property owners, FEMA can issue a LOMR effective the date of issuance. If you submit notification of, but not acceptance by, the adversely impacted property owners, FEMA may issue a LOMR effective three to six months after the date of issuance. If you submit neither notification of nor acceptance by the adversely impacted property owners, FEMA can either defer the map change, if minor, or revise the map by reissuance rather than by letter. Reissued maps are typically effective nine to twelve months after issuance of a preliminary map. Please send the required data to us at the address shown at the bottom of the first page. If the required item is not submitted within 90 days of the date of this letter, FEMA will treat any subsequent request as an original submittal, and it will be subject to all submittal/payment procedures. If you are unable to meet the 90day deadline for submittal of required items and would like FEMA to continue processing your request, you must request an extension of the deadline. This request must be submitted to us in writing and must provide (1) the reason why the data cannot be submitted within the requested timeframe and (2) a new date for the submittal of the data. FEMA receives a very large volume of requests and cannot maintain inactive requests for an indefinite period of time. Therefore, the fees will be forfeited for any request for which neither the requested data nor a written extension request is received within 90 days. When you write to us about your request, please include the case number referenced above in your letter. If you have general questions about your case, FEMA policy, or the National Flood Insurance Program, please call FEMA's toll free map assistance line at 1877FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosures cc: The Honorable Euline Brock, Mayor, City of Denton Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: Regional Director R6MT State Coordinator IM-HMHS Chron IM-HMHS FCSA (O. Anderson) PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-ACK-FRQ.doc Concurrence: PBS&J PBS&J PBS&J Originator Team Ldr. Editor Proot, C. Ashraf, S. 3 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-AD 041702.doc Dale Hoelting, P.E., C.F.M. Floodplain Administrator 215 East McKinney Street Denton, TX 76201 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316-AD Dear Mr. Hoelting: This is in regard to your March 12, 2002, request that the Federal Emergency Management Agency (FEMA) issue a Letter of Map Revision to the Flood Insurance Rate Map (FIRM) for the above-referenced community. In a previous letter, you were informed that additional data might be required to complete our review of the request. The data required to complete our review, which must be submitted within 90 days of the date of this letter, is listed below. The topographic work map, dated February 28, 2002, shows the 1% annual chance (100-year) floodplain delineations for the effective, existing, and post-project conditions for the studied reach along the unnamed tributary to Hickory Creek. Our review of the submitted work map indicates that the post-project 1% annual chance floodplain width increases at two locations between Cross Sections 1842 and 2465 compared with the effective conditions. These increase are not shown on the submitted annotated FIRM. Please resubmit the annotated FIRM to show these increases in the 1% annual chance floodplain width consistent with the submitted work map. Please send the required data to us at the address shown at the bottom of this page. Further action on the request has been suspended pending receipt of the required data. If we do not receive the required data within 90 days, we will suspend the processing of your request. Any data submitted after 90 days will be treated as an original submittal and will be subject to all submittal/payment procedures, including the review and processing fee in effect at the time of the resubmittal. A copy of the notice summarizing the current fee schedule, which was published in the Federal Register, is enclosed for your information. When you write to us about your request, please include the case number referenced above. If you have general questions about your case, FEMA policy, or the National Flood Insurance Program, please call FEMA's toll free map assistance line at 1-877-FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosures cc: Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: Regional Director R6-MT IM-HM-HS Chron IM-HM-HS PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-AD.doc Concurrence: PBS&J PBS&J PBS&J Originator Team Ldr. Editor Proot, C. Ashraf, S. Summary of Additional Information Required to Support a [Conditional Letter of Map Revision (CLOMR)] [Letter of Map Revision (LOMR)] [Revision to the Flood Insurance Rate Map and Flood Boundary and Floodway Map] Case No.: _____________________________ Community: __________________________ Requester: ____________________________ Community No.: ________________________ The issues listed below must be addressed before we can continue the review of your request. (List of Issues To Be Addressed) Please send the required data to us at the address shown at the bottom of this page. 2 1 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program 11 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-AD.doc Dale Hoelting, P.E., C.F.M. Floodplain Administrator 215 East McKinney Street Denton, TX 76201 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316-AD Dear Mr. Hoelting: This is in regard to your March 12, 2002, request that the Federal Emergency Management Agency (FEMA) issue a Letter of Map Revision to the Flood Insurance Rate Map (FIRM) for the above-referenced community. In a previous letter, you were informed that additional data might be required to complete our review of the request. The data required to complete our review, which must be submitted within 90 days of the date of this letter, is listed below. The topographic work map, dated February 28, 2002, shows the 1% annual chance (100-Year) floodplain delineations for the effective, existing, and post-project conditions for the studied reach along the unnamed tributary to Hickory Creek. Our review of the submitted work map indicates that the post-project 1% annual chance floodplain width increases at two locations between Cross Sections 1842 and 2465 compared with the effective conditions. These increase are not shown on the submitted annotated FIRM. Please resubmit the annotated FIRM to show these increases in the 1% annual chance floodplain width consistent with the submitted work map. Please send the required data to us at the address shown at the bottom of this page. Further action on the request has been suspended pending receipt of the required data. If we do not receive the required data within 90 days, we will suspend the processing of your request. Any data submitted after 90 days will be treated as an original submittal and will be subject to all submittal/payment procedures, including the review and processing fee in effect at the time of the resubmittal. A copy of the notice summarizing the current fee schedule, which was published in the Federal Register, is enclosed for your information. When you write to us about your request, please include the case number referenced above. If you have general questions about your case, FEMA policy, or the National Flood Insurance Program, please call FEMA's toll free map assistance line at 1-877-FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosures cc: Greg Edwards, P.E., Surveyors and Engineers of North Texas Arthur V. King, Entech Design, Inc. bcc: Regional Director R6-MT IM-HM-HS Chron IM-HM-HS PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-AD.doc Concurrence: PBS&J PBS&J PBS&J Originator Team Ldr. Editor Proot, C. Ashraf, S. Summary of Additional Information Required to Support a [Conditional Letter of Map Revision (CLOMR)] [Letter of Map Revision (LOMR)] [Revision to the Flood Insurance Rate Map and Flood Boundary and Floodway Map] Case No.: _____________________________ Community: __________________________ Requester: ____________________________ Community No.: ________________________ The issues listed below must be addressed before we can continue the review of your request. (List of Issues To Be Addressed) Please send the required data to us at the address shown at the bottom of this page. 2 1 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program 11 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/316-RETURN.doc Mr. Arthur V. King Entech Design, Inc. 315 S. Locust Street Denton, TX 76201-6055 IN REPLY REFER TO: Case No.: 02-06-1096P Community: City of Denton, Denton County, Texas Community No.: 480194 316-RETURN Dear Mr. King: This responds to a March 12, 2002, request from Dale Hoelting, P.E. of the City of Denton, that the Federal Emergency Management Agency (FEMA) revise the National Flood Insurance Program (NFIP) map for the above-referenced community. With your request, you submitted a check in the amount of $4,000 to defray the cost of FEMA's review. Because your check was written for an amount greater than the fee charged for this type of request, it cannot be deposited in our account. Therefore, we are returning your check with this letter and requesting that you prepare a new check or money order in the amount of $3,400, made payable in U.S. funds to the National Flood Insurance Program. We request that you submit your payment to one of the addresses listed below. Using U.S. Postal Service: Federal Emergency Management Agency Fee-Charge System Administrator P.O. Box 3173 Merrifield, VA 22116-3173 Using overnight service: Fee-Charge System Administrator c/o Dewberry & Davis, METS Division 8401 Arlington Boulevard, Stop 19A Fairfax, VA 22031 For identification purposes, the case number referenced above must be included on your check or money order. We will not issue our determination until we receive this payment. We are reviewing the remainder of your request package. When this review is complete, we will inform you of any additional information that may be required to complete the processing. When you write us about your request, please include the case number referenced above in your letter. If you have general questions about your case, FEMA policy, or the NFIP, please call FEMA's toll free map assistance line at 1877FEMA MAP (18773362627). If you have specific questions concerning your request, please contact the Engineer assigned to your case, Ms. Cathy Proot, by phone at 18006977275 Ext. 444, or by e-mail at cproot@pbsj.com. Sincerely, Joseph A. Martinenza, Jr. Acting Program Manager, Region VI Enclosure cc: Dale Hoelting, P.E., Floodplain Administrator, City of Denton Greg Edwards, P.E., Surveyors and Engineers of North Texas bcc: IM-HM-HS Chron IM-HM-HS FCSA PBS&J Case File R:\Projects\TX\MT2s\FY02 Cases\02-06-1096P\Correspondence\316-RETURN.doc Concurrence: PBS&J PBS&J PBS&J PBS&J Originator Editor Prog. Mgr. Proj. Admin. Proot, C. Martinenza, J. 2 12101 Indian Creek Court, Beltsville, MD 20705 ( Phone: 1-800-697-7275 ( Fax: 301-210-5157 PBS&J, under contract with the FEDERAL EMERGENCY MANAGEMENT AGENCY, is a Map Coordination Contractor for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM FEMA MAP COORDINATION CONTRACTOR Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/LOMR CHECK.xlsData List Checklist Summary Increase Decrease No Change BFE: Hydraulic Model Used: FEMA Acceptable Model: Yes No If yes, has affected properties been notified? Floodway Widths: N/A Community: Are other communities affected? If yes, list: Does Project cause the increase? If yes, are any structures impacted? If yes, have alternatives been evaluated? Approved by Community? Approved by State? If yes, is there a maintenance agreement? Fill Placed to Raise Ground? If BFE increase [See 60.3(c)(10), 60.3(d)(3), and 65.12] None Pertinent Revisions (List): Pertinent Restudies (List): Pertinent LOMAs (List): Runs Rec'd: Duplicate Effective Corrected Effective Proposed/Post Construction Case No.: Identifier: State: Flooding Source: FIRM Panels Affected: FBFM Panels Affected: Action: Other CLOMR LOMR LMMP PMR Basis of Request (Check all that apply): Coastal Channelization Fill Floodway Hydraulics Hydrology Levee Topography Other Fee: Not Required Dates: Received: Data Request: All Data Rec'd: Fee Received: Comments: Req'd, amount Job No.: Reviewer: Approximate Zone Bridges Culverts Existing Project Proposed Project If floodway changes [see 65.7(b)(1)]: Datum used in request: Received Item Comments MT-2 FORMS Hydrologic Analysis Form Hydraulic Analysis Form Mapping Form Channelization Form Bridge/Culvert Form Levee Form Coastal Analysis Form Coastal Structures Form Dam Form Alluvial Fan Form Requester/Community Form Annotated FIRM Annotated FBFM HYDROLOGIC ANALYSIS Hydrologic Model Regression Equation Drainage Area Map Back-up Calculations HYDRAULIC ANALYSIS Corrective Effective (disk) Proposed (paper) Proposed (disk) Post-Construction (paper) Post-Construction (disk) Flood Profiles Floodway Data Table Dates Requested Not Req'd Date Required for BFE increases County: CID: Manager: NFIP Regulations (Check all sections that apply): 65.10 (Levee) 65.7 (Floodway Revision) Items to Be Revised: FIRM FBFM Profiles FDT Special Requirements: Addresses & Telephone Numbers: CEO: FPA: Other: Max. surcharge that occurs: Max. Allowed: Do Discharges match effective FIS? If no, hydrologic methodology for new discharges: Floodway ties in u/s and d/s? BFEs tie in u/s and d/s? Max. Decrease from Project: LOMR following a CLOMR Eff. Date: Request.: Repo: X 65.5/65.6 (Fill) 60.3 (Ordinance Level) 60.3(b)(7)/65.6(a)(12) (Maintenance) 65.12* (Floodway encroachment) * CLOMRs only Summary of Discharges RM: Existing U/S Cross Section: D/S Cross Section: Max. Decrease from Effective: Max. Increase from Project: Received Date: Public Notice / Notified affected parties? Adoption / Enforcement of Floodway? Channel Modifications / Culvert [60.3(b)(7) / 65.6(a)(12)] If yes, has the following been certified [see 65.5 (a)(5) / 65.6(a)(14)]: Reasonably safe from flooding Case No. MAPS/FIS Fee: $____________ Topo/FP Map (paper)1 Topo/FP Map (digital)2 Grading Plan (paper)1 Grading Plan (digital)2 Corrective Effective (paper)2 Existing (paper)2 Existing (disk) CONCURRENCE/REGULATIONS Community3 State4 Public Notices5 Individual Legal Notice 5 Fill Certification6 Maintenance Agreement7 Floodway Adoption/Enforcement No Structures Impacted8 Evaluation of Alternatives8 1 Plans must be certified "As-built" plans for post-construction projects. 2 Optional; can request but not require submittal. 3Community concurrence is required for all revisions. 5 Public or Individual notices required for floodway change and BFE increases. 6 Required for fill in floodplain. 7 Required for channel improvements and/or bridges/culverts. 8 Required when encroachment causes BFE increase (CLOMRs only) 4 Required for IL, IN, MI, MN, OH and WI per Special Considerations Manual Max. Increase from Effective: 02-06-1096P Texas City of Denton Denton Regency Oaks Unnamed Tributary to Hickory Creek 48121C0370 E x Follow-up to Case 98-06-331R, which was effective January 9, 1998. $4,000 in fees was submitted with this case, but a refund of $600 was returned to the requester. CFP JAM 381704.06 0325 HEC-RAS 98-06-331R The Honorable Euline Brock Mayor, City of Denton 215 East McKinney Street Denton, TX 76201 Dale Hoelting, P.E. Floodplain Administrator Eng: Greg Edwards, P.E. Surveyors and Engineers of North Texas 1621 Amanda Court Ponder, TX 76259 Arthur V. King Entech Design, Inc. 315 S. Locust Street Denton, TX 76201-6055 3/29/02 (316-ACK), 4/18/02 (316-AD) PBS&J REVISION DATA LIST Page of 0.00 02-06-1096P 0.00 CFP 0.00 City of Denton 0.00 0.00 Texas 0.00 Regency Oaks PBS&J REVISION CHECKLIST Page of 02-06-1096P CFP JAM City of Denton Texas Regency Oaks 0.00 X 0.00 X 0.00 X PBS&J CASE SUMMARY SHEET 480194.00 ?4?/?2?/?1997 $3,400.00 ?4?/?15?/?2002 ?3?/?19?/?2002 ?4?/?15?/?2002 ?4?/?26?/?2002 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/LOMR.doc Case Number: 02-06-1096P Data Request Checklist For Letter of Map Revision Requestor: Dale Hoelting, P.E. Date: 3/19/2002 The items checked below in Column 1 are required to process your request for a conditional Letter of Map Revision. Items checked in Column 2 have been received and should not be resubmitted unless specifically requested. (1) (2) Required Received 3/19 1. A written description of the scope of the proposed project and the methodology used to analyze the project’s effects. 2. All applicable MT-2 forms 3/19 Form 1, titled "Revision Requester and Community Official Form" 3/19 Form 3, titled "Hydrologic Analysis Form" 3/19 Form 4, titled "Riverine Hydraulic Analysis Form" 3/19 Form 5, titled "Riverine/Coastal Mapping Form" 3/19 Form 6, titled "Channelization Form" 3/19 Form 7, titled "Bridge/Culvert Form" (one form per new/revised bridge/culvert) - Fo rm 8, titled "Levee/Floodwall System Analysis Form" - Form 9, titled "Coastal Analysis Form" - Form 10, titled "Coastal Structures Form" - Form 11, titled "Dam Form" - Form 12, titled "Alluvial Fan Flooding Form" 3/19 3. Hydrologic analysis of the 1% annual chance (100-year) flood representing existing conditions (Zone A only) - 4. Hyd rologic analysis of the 10%, 2%, 1%, and 0.2% annual chance (10-year, 50-year, 100-year, and 500-year, respectively) floods representing existing conditions 5. Hydraulic models of the 1% annual chance flood representing the following (Zone A): (paper and electronic format) 3/19 Existing conditions (all cross sections should reflect conditions prior to construction of the project) (1) (2) Required Received 3/19 post conditions (same cross sections as the existing conditions model, reflecting the proposed project 6. Hydraulic models of the 10%, 2%, 1%, and 0.2% annual chance floods and floodway representing the following conditions: (paper and electronic format) - Duplicate Effective FIS model - Corrected Effective (effective FIS model including any corrections made to the effective FIS model and cross-sections through the project site- all cross sections should reflect conditions prior to construction of project) - Existing (effective FIS model including cross-sections through the project site- all cross sections should reflect conditions prior to construction of project) - Post (existing conditions model reflecting the proposed project) 7. Certified topographic workmap of the entire area covered by the post conditions model indicating the following: 3/12 Boundary delineations of the corrected existing floodway and the flood having 1 % and 0.2% chance of being equaled or exceeded in any given year 3/28 4/26 Boundary delineation of the currently effective floodway and 1% and 0.2% chance floods 3/12 Topographic contour information used for the boundary delineation of the base flood and the vertical datum used on the map 3/12 Locations and alignment of Cross Sections 3/12 Flow line used in the hydraulic model 3/12 8. Certified annotated FIRM at the scale of the effective FIRM showing the revised base floodplain and floodway boundaries delineated on the submitted work map 3/12 9. Community acknowledgment of the LOMR request - 10. State acknowledgment of the LOMR request - 11. A copy of the public notice distributed by your community stating its intent to revise the regulatory floodway per NFIP regulations subparagraph 65.7 (b)(1) - 12. A letter from the community or appropriate state agency indicating that it will enforce and adopt the modified regulatory floodway per NFIP subparagraph 65.7(b)(3) (1) (2) Required Received 3/19 13. An officially adopted maintenance and operation plan 3/19 14. Statement from the appropriate community official that a property or structure, existing or proposed, to be removed from the SFHA meets minimum floodplain management criteria of §60.3 of the NFIP regulations and is reasonably safe from flooding. 3/29 4/26 15. Docu mentation of individual legal notices that were sent to property owners who are adversely impacted by any widening and/or shifting of the 1% annual chance floodplain - 16 . Please submit the annexation agreement indicating that the project site has been annexed 17. Required Fee: $34000 - New bridge, culvert, channel, or any combination of these- $4,000 - Levee, berm, or other structural measure- $6,000 3/29 4/15 As-built follow-up to a CLOMR- $3,400 1 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/PBSJ FAX cover sheet.doc FAX T R A N S M I T T A L To: Dale Hoelting, P.E., C.F.M. Company: Engineering, City of Denton Fax No: 940.349.8951 Date: 04/12/2002 Time: 10h00am Pages: 2 Including this page From: Cathy Proot Phone: 1.800.697.7275 ext 444 Fax: (301) 210-5157 Call with response x For your review As requested Comments: Case 02-06-1096P, Regency Oaks Project Mr. Hoelting, I have being reviewing the hydraulic models and work maps for the Regency Oaks project and discovered the following – the annotated FIRM for the project does not match the topographic map submitted by Mr. Greg Edwards. I contacted Mr. Edwards and discussed this matter with him yesterday. He told me that the work map had been done using more detailed data; therefore it was more accurate than the annotated FIRM. The main issue is that there are floodplain increases in 2 areas, which are not indicated on the annotated FIRM. I have re-done the annotated FIRM, showing approximately where the increases are located (it is included in this fax). Mr. Edwards thinks that the 2nd increase is on the King’s property, and since they are aware of it, there would be no property owner notification required from them. The 1st increase though, seems to be out of their property, so a letter notifying the owners of that land is required. Mr. Edwards will be re-doing the annotated FIRM to include these floodplain increases. I contacted Ms. Becky King yesterday and explained these floodplain increases to her. Ms. King expressed that she would like this issue and LOMR resolved and approved as soon as possible, so I am going to work with Mr. Edwards to resolve the map issues. I am sending you this fax to try to obtain the property owner notification letter from you as soon as possible, so I can go ahead and approve this case. If you have any questions or concerns, please feel free to contact me! Thank you very much, Cathy P. 12101 Indian Creek Court Beltsville, MD 20705 (800) 697-7275 (301) 210-5157 FAX Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/PBSJ Phone Log (1).doc FMPCC P H O N E R E P O R T L O G To: Greg Edwards, P.E. Recorded By: Cathy Proot Company: Surveyors of North Texas Company: PBS&J Phone No.: 940.898.1173 Phone No.: 301-210-6800 Date: April 18, 2002 Community/Project No.: 02-06-1096P Subject: Annotated FIRM Comments: 4/11/02 – I gave Mr. Edwards a call regarding the annotated FIRM and the work map. The annotated FIRM seems to reflect only decreases in the floodplain, while the work map shows two areas where the floodplain increases. I discussed this with Mr. Edwards, who tried to locate them on the work map. The locations of the increases are approximate, so it is not certain that they are contained on the King’s property. The 1st increase seems to be outside of their property, while the second in on their property. Once Mr. Edwards and I had located the increases on the annotated FIRM, it was agreed that he would resubmit a more accurate FIRM and contact the Kings and Mr. Hoelting to try to obtain property owner notification from the Kings and 2nd property owners. I told him that I would contact Becky King and explain this matter to her, as well as fax her a copy of the more accurate annotated FIRM. I also told Mr. Edwards that I would check the rest of the work map to make sure that it was correct and then mail him a letter by the end of next week. 4/17/02 – Mr. Edwards called me back to ask if I was done with the technical review and I told him that I was and had a few discrepancies between the floodplain widths on the work map, and the HEC-RAS widths. He explained that there were a few ineffective flow areas located near those specific cross-sections, he helped me to locate those and we resolved the problem swiftly. I told him that the 316-AD was ready to be sent out and I just requested that he resubmit a new annotated FIRM, showing the increases in floodplain widths and their location. He told me that the 2nd property owners had been contacted and had drafter up a property owner notification notice themselves. They were aware of all the changes to be made on their property, and so those letters would be mailed out to me along with the new annotated FIRM. 12101 Indian Creek Court, Beltsville, Maryland 20705 (Telephone 301.210-6800 (www.pbsj.com Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/PBSJ Phone Log.doc FMPCC P H O N E R E P O R T L O G To: Becky King Recorded By: Cathy Proot Company: Entech Design / Regency Oaks Company: PBS&J Phone No.: 940.369.7545 Phone No.: 301-210-6800 Date: April 8, 2002 Community/Project No.: 02-06-1096P Subject: Status of case Comments: Ms. King called me with regards to the 316-ACK and 316-RETURN. I explained to her that we do not deposit checks, which are written for an amount greater than what is required. It is much simpler and quicker to just write another check and mail it in. She wanted to know if anything else was required and I asked if she had received the 316-ACK. She wasn’t too sure about that, so I simply let her know that we were looking for property owner notification. She told me that themselves and 2 other property owners were impacted by the changes. I told her to contact the community (the 316-ACK was originally sent in to Dale Hoelting, the floodplain administrator) and to have a simple letter sent in, which states that the City has contacted the owners to make them aware of the changes taking place. 12101 Indian Creek Court, Beltsville, Maryland 20705 (Telephone 301.210-6800 (www.pbsj.com Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Correspondence/Re Case 02-06-1096P.txtFrom: Becky King [bking@music.cmm.unt.edu] Sent: Tuesday, April 09, 2002 6:28 PM To: CProot@pbsj.com Subject: Re: Case 02-06-1096P Thank you so much for this message. I have forwarded it to Dale Hoelting. And I am preparing to mail the check in the morning. I will probably fax you a copy of the check and mailing document so that you know it is on its way as well. Thank you again for your assistance. Becky King Becky King - UNT College of Music Undergrad Advisor (DARS) and Liaison for International Students in Music Phone (940)369-7545 >>> "Proot, Catherine" <CProot@pbsj.com> 04/09 12:18 PM >>> Ms. King, I tried to return your call yesterday, but your voicemail picked up my call, so I am emailing you instead. I looked at the annotated FIRM again and the modifications to the floodplain - since none of the 3 property owners affected by this revision will be taken out of the floodplain completely, it is not necessary to get a letter from the community, stating that all property owners have been notfied. I received a call from Mr. Dale Hoelting during lunch time today, and we have agreed to forget about the letter from the community. This being taken care of, the only thing I am missing from your case is the fee of $3,400. If you could get that to us as soon as possible, I will review the technical models and maps, and if everything is good on that end, I will go ahead and write up the approval letter for your case. If you have any other questions or concerns, please feel free to get in touch with me ! Thank you, Cathy P. Catherine Proot ~ Floodplain Engineer PBS&J 12 101 Indian Creek Court Beltsville, Maryland, 20 705 1.800.697.7275 ext. 444 1.301.210.6800 ext. 444 cproot@pbsj.com Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.br Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.f01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.g02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.nt Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.O01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.O02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.p01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.p02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.prj Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.r02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.rep Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_EXCON.xs Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.f01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.g02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.nt Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.O01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.O02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.p01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.p02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.prj Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.r02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.rep Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/HEC-RAS/RO_PRED.xs Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Reports/MT-2 SUMMARY TABLES.xlsFLOODPLAIN COMPARISON FLOODWAY COMPARISON TABLE BFE DIFFERENCE TABLE BFE COMPARISON TABLE SECNO EFFECTIVE DUPLICATE EFFECTIVE CORRECTED EFFECTIVE EXISTING/PRE-PROJECT COMMUNITY NAME FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODING SOURCE BFE COMPARISON POST PROJECT (LOMR) BFE PROPOSED (CLOMR) X-SECT PROJECT DIFF COMPARISON TABLE (BFE) BFE DIFF FLOODWAY COMPARISON TABLE PROJECT NAME/IDENTIFIER PROPOSED (CLOMR) POST PROJECT (LOMR) FLOODWAY WIDTH WSEL SURC PROP - EX (clomr) PROP - EFF (clomr) POST - EFF (lomr) POST - EX(lomr) EX - EFF Dup Eff Corr Eff Existing Proposed Post Diff(Ex-Eff) Diff(post-Eff) Diff(Prop-Eff) Diff(prop-Ex) Diff(post-Ex) FLOODPLAIN COMPARISON TABLE FEET COMMUNITY NAME/CASE NO. NOTE TO USERS: 2) If extra lines are needed, insert the extra lines between lines 7 and 24. 1) Include ALL cross sections in the models between tie in points. 2) If extra lines are needed, insert the extra lines between lines 8 and 25. 3) To add a footnote, go to "File" and "Page Setup" so that the footnote will appear on all sheets (you may need to adjust the bottom margins) City of Denton, Texas City of Denton, Denton County, Texas Unnamed Tributary to Hickory Creek 02-06-1096P Culvert 2PBS&J Interpolated Values are in parentheses. Sheet of 0.00 Unnamed Tributary to Hickory Creek 0.00 02-06-1096P 2635.00 272.20 275.79 3.59 2465.00 213.77 239.57 25.80 2275.00 275.25 240.13 -35.12 1842.00 329.59 252.00 -77.59 1827.00 50.69 1800.00 69.33 1742.00 115.49 1642.00 270.44 62.99 -207.45 1482.00 445.85 111.85 -334.00 1400.00 1350.00 497.68 68.00 -429.68 1200.00 371.94 182.53 -189.41 1000.00 355.00 224.85 -130.15 800.00 305.00 2PBS&J WIDTH = Floodway Width; WSEL = Water Surface Elevation with Floodway Encoachment; SURC = Surcharge Value (WSEL-BFE). Interpolated values are in parentheses. Sheet of 0.00 City of Denton, Denton County, Texas 0.00 Unnamed Tributary to Hickory Creek 0.00 02-06-1096P 2PBS&J BFE DIFF = difference in 100-year (natural) Water Surface Elevation between models. Interpolated values are in parentheses. Sheet of 0.00 City of Denton, Denton County, Texas 0.00 Unnamed Tributary to Hickory Creek 0.00 2635.00 0.00 0.00 0.00 0.00 0.06 2465.00 0.00 0.00 0.00 0.00 0.27 2275.00 0.00 0.00 0.00 0.00 -0.27 1842.00 0.00 0.00 0.00 0.00 -0.74 1827.00 0.00 0.00 0.00 0.00 -1.95 1800.00 0.00 0.00 0.00 0.00 -1.77 1742.00 0.00 0.00 0.00 0.00 -1.25 1642.00 0.00 0.00 0.00 0.00 -0.53 1482.00 0.00 0.00 0.00 0.00 -1.57 1400.00 0.00 0.00 0.00 0.00 1350.00 0.00 0.00 0.00 0.00 -2.62 1200.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.71 1000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.10 800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2PBS&J BFE = 100-year (natural) Water Surface Elevation. Interpolated values are in parentheses. Sheet of 2635.00 622.52 622.58 2465.00 621.04 621.31 2275.00 620.36 620.09 1842.00 617.85 617.11 1827.00 617.64 615.69 1800.00 617.27 615.51 1742.00 616.48 615.23 1642.00 615.11 614.58 1482.00 614.92 613.35 1400.00 1350.00 614.64 612.02 1200.00 613.96 611.25 1000.00 612.90 610.80 800.00 610.10 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.br Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.f01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.g02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.nt Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.O01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.O02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.p01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.p02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.prj Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.r02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.rep Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_EXCON.xs Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.f01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.g02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.nt Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.O01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.O02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.p01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.p02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.prj Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.r02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.rep Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/FEMA Data Request/02-06-1096P/Submitted Information/RO_PRED.xs Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/001_Year.met Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_001YR_INC_PRECIP.xml1_Pre-Project(OffEx)_001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_100YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/1_Pre-Project(OffEx)_100YR_INC_PRECIP.xml1_Pre-Project(OffEx)_100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/2_Post-Project(OffEx)_001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/2_Post-Project(OffEx)_001YR_INC_PRECIP.xml2_Post-Project(OffEx)_001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Fully Developed 001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Fully Developed 001YR_INC_PRECIP.xmlFully Developed 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 001YR_INC_PRECIP.xmlPost-Project 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 100YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project 100YR_INC_PRECIP.xmlPost-Project 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 001YR_INC_PRECIP.xmlPost-Project Dry 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 100YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Dry 100YR_INC_PRECIP.xmlPost-Project Dry 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 001YR_INC_PRECIP.xmlPost-Project Wet 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 100YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 100YR_INC_PRECIP.xmlPost-Project Wet 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 500YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Post-Project Wet 500YR_INC_PRECIP.xmlPost-Project Wet 500YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 001YR_INC_PRECIP.xmlPre-Project 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 100YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 100YR_INC_PRECIP.xmlPre-Project 100YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 500YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project 500YR_INC_PRECIP.xmlPre-Project 500YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project(FD) 001YR.animation Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/Pre-Project(FD) 001YR_INC_PRECIP.xmlPre-Project(FD) 001YR_INC_PRECIP.xml 0.5 false false Precipitation NWS Radar Precipitation NWS Radar Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__001YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__010YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__025YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__050YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__100YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_1_Pre_Project_OffEx__500YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__001YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__010YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__025YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__050YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__100YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_2_Post_Project_OffEx__500YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_3_Pre_Project_OffFD__001YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_3_Pre_Project_OffFD__025YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_3_Pre_Project_OffFD__100YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_4_Post_Project_OffFD__001YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_4_Post_Project_OffFD__025YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_4_Post_Project_OffFD__100YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Dry_010YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Dry_050YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Dry_500YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_010YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_050YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_100YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/results/RUN_Post_Project_Wet_500YR.results Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/010_Year.met Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/025_Year.met Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/050_Year.met Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx_.basin Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__001YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__010YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__025YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__050YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__100YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__500YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/1_Pre_Project_OffEx__500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/100_Year.met Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx_.basin Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__001YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__010YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__025YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__050YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__100YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__500YR.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/2_Post_Project_OffEx__500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/3_Pre_Project_OffFD__100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/4_Post_Project_OffFD__100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/500_Year.met Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/72_hr.control Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Fully_Developed_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/hms5741982267252252366.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.access Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.hms Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.log Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.pdata Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Hobson_Lane.run Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Option_2_Post_Project_500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Dry_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Dry_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Dry_500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Post_Project_Wet_500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_010YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_010YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_050YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_050YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_500YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_500YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__001YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__001YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__025YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__025YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__100YR.dss Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-HMS v4.8/Hobson_Lane/Pre_Project_FD__100YR.out Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup.f01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Apr-09(1).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Apr-09(2).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(1).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(2).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(3).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(4).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(5).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-22(6).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup/HobsonLane.2024-Mar-26(1).g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup.g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/Backup.p01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/EG - Combo.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/EG - Combo.MergedInputs.tif Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/EG - Combo.vrt Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.f01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.f02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.f06 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.f07 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.g01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.g01.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.g03 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.g03.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O03 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O04 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O05 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O06 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O07 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O08 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.O09 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p01.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p02.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p03.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p04 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p04.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p05 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.p05.hdf Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.prj Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.r01 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.r02 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.r04 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.r05 Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.rasmap Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/HobsonLane.rasmap.backup Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/HEC-RAS 6.2/MergedInputs.vrt Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/PondPack V8I/HobsonLaneOutfall.ppc Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/PondPack V8I/HobsonLaneOutfall.ppc.dwh Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/PondPack V8I/HobsonLaneOutfall.ppc.mdb Grand Parkside (Hobson Lane Development) CL24-0001/Digital Files/PondPack V8I/HobsonLaneOutfall.ppc.mdb_1_18_18.out Grand Parkside (Hobson Lane Development) CL24-0001/CL24-0001 - Third Submittal Narrative.pdf