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HomeMy WebLinkAboutSW7020401_Final Permit_20020419Michael F. Easley, Governor William G. Ross, Jr. Secretary Gregory J. Thorpe, Ph. D., Acting Director April 19, 2002 Mr. Robert R. Degabrielle Ambrosia Group, LLC 824 Maha Drive Corolla, North Carolina 27927 Subject: Stormwater SW7020401 Osprey Ridge Subdivision Dare County Dear Mr. Degabrielle: The Washington Regional Office received the completed Stormwater Application for the subject project on April 10, 2002. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7020401 dated April 19, 2002 to the Ambrosia Group, LLC. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. 943 Washington Square Mall, Washington, North Carolina 27889 Telephone 252-946-6481 FAX 252-946-9215 An Equal Opportunity Affirmative Action Employer Page 2 Mr. Robert Degabrielle April 19, 2002 If you have any questions or need additional information concerning this matter, please contact Mr. Robert Tankard at (252) 946-6481, extension 233. Sincerely, j— im Mulligan Regional Water Quality Supervisor cc: House Engineering DazeRounty Inspections .ashington Regional Office Central Files 943 Washington Square Mal, Washington, North Carolina 27889 Telephone 252-946-6481 FAX 252-946-9215 An Equal Opportunity Affirmative Action Employer State Stormwater Management Systems Permit No. SW7020401 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT LOW DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules and Regulations PERMISSION IS HEREBY GRANTED TO The Ambrosia Group, LLC Dare County FOR THE construction, operation and maintenance of stormwater management systems in compliance with the provisions of 15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications, and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit for grass swales to serve the proposed Osprey Ridge subdivision located on NC Hwy.12, Duck, NC. The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following speck conditions and limitations: I. DESIGN STANDARDS 1. The following criteria are approved as meeting the stormwater rules for this project: a. The total area for this project is 9.01 acres. b. Total impervious area proposed for this project site is 2.69 acres. C. Total number of lots is twenty. d. Allowable built -upon area must be consistent with proposed plans and restrictions submitted in the application by the permittee. 3 2. The overall tract built -upon area percentage or lot sizes for the project must be maintained at levels at least as stringent as the low density levels specified in the stormwater rules. 3. The development must demonstrate that no areas within the project site are of such high density that stormwater runoff threatens water quality. 4. Approved plans and specifications for projects covered by this permit are incorporated by reference and are enforceable parts of the permit. 5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H: V) or curb outlet systems as defined in the stormwater rules and approved by the Division. 6. No piping shall be allowed except: a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road. b. Tbat minimum amount needed under driveways to provide access to lots. 7. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all impervious areas and surface waters. 8. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as swales) shown. on the approved plans as part of the stormwater management system without submitting a revision to the permit and receiving approval from the Division. 9. Each of the lots in the subdivision will be limited to the amount of built -upon area indicated in the approved plans and consistent with item 1 above. 10. The permittee is responsible for verifying that the proposed home plans do not exceed the allowable built -upon area. Once the lot transfer is complete, the home plan may not be revised without approval from the permittee, and responsibility for meeting the built - upon area limit is transferred to the individual homeowner. 11. The Engineer/Owner/Developer/Permittee must certify in writing that the project's stormwater controls, and impervious surfaces have been constructed within substantial intent of the approved plans and specifications. 12. Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of Register of Deeds. A copy of the recorded restrictions must be received by this Office within 30 days of the date of recording. Recorded deed restrictions must include, as a minimum, the following statements related to stormwater management: 0 a. A statement of the allowable built -upon area per lot in the following form: "The allowable built -upon area per lot shall not exceed (see attachment) square feet, inclusive of that portion of the right-of-way between the front lot line and the edge of the pavement, structures, pavement, walkways of brick, stone, slate, not including wood decking." b. Items related to stormwater management must remain in the deed restriction, and this is to be indicated by including the following: "The covenants pertaining to stormwater regulations may not be changed or deleted without concurrence of the State." C. To assure that vegetated conveyances are not piped (in accordance with item 5) deed restrictions must indicate that: "Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development except for average driveway crossings, is strictly prohibited by any persons." 13. The following items will require a modification to the permit: a. Any,revision to the approved plans, regardless of size b. Project name change C. Transfer of ownership d. Redesign or addition to the approved amount of built -upon area e. Further subdivision of the project area. In addition, the Director may determine that other revisions to the project should require a modification to the permit. 14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. IL SCHEDULE OF COMPLIANCE The permittee shall comply with the following schedule for construction and maintenance of the Low Density Option stormwater systems: a. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational for their intended use prior to the construction of any built -upon surface except roads. b. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated conveyances will be repaired immediately. 2. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted stormwater management systems at optimum efficiency to include: a. Inspections b. Sediment removal C. Mowing, and revegetating of the side slopes d. Immediate repair of eroded areas e. Maintenance of side slopes in accordance with approved plans and specifications. 3. The permittee shall submit recorded deed restrictions limiting built -upon area per lot in accordance with Part I, item 9, within 30 days of the date of recording. 4. The Permittee shall submit the Engineer/Owner/Designer/Permittee Certification in accordance with Part I, item 12,within 30 days of completion of the project. 5. The permittee shall submit all information requested by the Director or his representative within the time frame specified in the written information request. III. GENERAL CONDITIONS Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. 2. The permit issued shall continue in force and effect until revoked or terminated. 3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance, or termination does not stay any permit condition. 4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et.al. 5. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for those revisions under any of the following conditions: a. Any additions, deletions or redesign of the previously permitted amount of built - upon area proposed regardless of the size of the modification. b. Further subdivision of the project area. 6. The permit is not transferable to any person except after notice to and approval by the Director. The Director may require modification or revocation and reissuance of the permit to change the name and incorporate such other requirements as may be necessary. A formal permit request must be submitted to the Division of Water Quality accompanied by the appropriate fee, documentation from both parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits, and may or may not be approved. 7. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state and federal) which have jurisdiction. Permit issued this the 19th day of April, 2002. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION il-Gregory J. Thorpe, Ph. D., Acting Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number SW7020401 rj .STORMWATER RUNOFF CALCULATIONS: STORMWATER VOLUME (1' OVER IMP. SURFACES) = 117.280 SF x .0833 FT (1' SfORMWATER) = 9,769 d OREFER TO SECTION 6-F AREA I: SWALE STORMWATER RETENTION VOLUME= (1/2bh = AREA) x L = VOLUME 10' WIDE 3/1 SLOPE SWALE = 1/2(10ft)(1.67 ft) = 8.35 sf x 2154.27 = 17,988 of II AREA II: STORAGE IN SOIL VOIDS = ((2)* 0.5bh) x LF x 0.20(void ratio) = VOLUME (2) x 0.5 x 5' x 1.67' x 0.20 x 2154.27 = 3.597.6 cf III AREA III: STORAGE IN SOIL VOIDS = b' x h' x LF x 0.20(void ratio) = VOLUME 10' x 10' x 0.20 x 2154.27 = 43.085.4 of TOTAL STORMWATER RETENTION VOLUME = 64.671 cu ft or 6.62 In. over Impervious Surfaces OSPREY RIDGE SUBDIVISION LOW DENSITY STORMWATER CALCULATIONS ALLOWABLE IMPERVIOUS LOT COVERAGE TABLE LOT LOT AREA (SQ. FL). LOT AREA (Ae) DEVELOPABLE AREA SURFACE (SO.OUS FT.) (W.gRE APPUCA34 BUR Lot JOZ US SURFACE (VIO (Wr1ERE APPUCAB BUA of LOT 1 15,049 .35 15.048 4,200 .10 LOT 2 15.237 .35 15.237 4.200 .10 LOT 3 15,267 .35 16.267 4,200 .10 LOT 4 15,1D4 .35 15,104 4.200 .10 LOT 5 16.218 1 .37 16.218 4.400 .10 LOT 6 15,975 25 15.875 4,400 .10 LOT 7 15.007 .34 15,GD7 4.200 .10 LOT 8 21,693 .50 21.300 (UPLAND) 5,250 , 22 LOT 9 23.712 .54 2Z615 (UPLAND) 5,250 ,12 LOT 10 21,836 .50 %546 (UPLAND) 5,250 , 22 LOT 11 24.171 .55 a264 (UPLAND) 5,250 .12 LOT 12 15,131 .35 15,131 4,400 .10 LOT 13 15,226 .35 15,226 - 4,400 AD LOT 14 15,586 1 .38 15,586 4,400 .10 LOT 15 15.202 .35 15.202 4,400 .10 LOT 16 - 15.121 .35 15.191 4.400 .10 LOT 17 16,111 .35 15,111 4,400 .10 LOT 18 15.058 .35 15,058 4,400 .10 LOT 19 15,D43 .35 15.043 4,200 .10 LOT 20 22,304 .51 22,304 4,400 .10 F TOTAL 343,021 7.9 339.534 (SA) 90.200 SF 207 27.9% IMPERVIOUS 27.6X IMPERVIOUS 27.5% IMPERVIOUS 27.6% IMPERVIOUS 27.1% IMPERVIOUS 27.7% IMPERVIOUS 28.0% IMPERVIOUS 24.2% IMPERVIOUS 221% IMPERVIOUS 24.0% IMPERVIOUS 21.7% IMPERVIOUS 20.0% IMPERVIOUS 28.9% IMPERVIOUS 28.2X IMPERVIOUS 2&9% IMPERVIOUS 29.D% IMPERVIOUS t9.1% IMPERVIOUS M.2% IMPERVIOUS U.9X IMPERVIOUS 19.7% IMPERVIOUS .DEFINITIONS, (PER REFERENCE (NOTE 3) SECTION 15A NCAN 021-11002) SA = SITE AREA -THE TOTAL PROJECT AREA ABOVE MEAN HIGH WATER (WETLANDS MAY BE EXCLUDED) DF = DENSITY FACTOR -THE APPROPRIATE PERCENT BUILT UPONAREADIVIDED BY 100 (DF = 0.30) RA = ROAD AREA -THE TOTAL IMPERVIOUS SURFACE OCCUPIED BY ROADWAYS OA = OTHER AREA -THE TOTAL AREA OF IMPERVIOUS SURFACES SUCH AS CUIBHOUSES, TENNIS COURTS, ETC. NO. LOTS= NUMBER OF LOTS IN SUBDIVISION SUA/Lat = THE COMPUTED ALLOWABLE BUILT UPON AREA FOR EACH LOT INCLUDING DRIVEWAYS AND IMPERVIOUS SURFACES BETWEEN THE FRONT LOT LINE AND EDGE OF PAVEMENT FORMULA: (SA x DF) -OA BUA ITS No. LOTS = LOT TOTALS: RIGHT OF WAY AREA = 5U73 SF +.. IMPERVIOUS ROAD COVERAGE = 27,OBO SF TOTAL IMPERV COVERAGE IN RIGHT OF WAY = 27,080 SF IMPERVIOUS LOT COVERAGE _ = 90,200 SF TOTAL IMPERVIOUS COVERAGE = 117,280 SF TOTAL PROJECT AREA = 392,507 SF % IMPERVIOUS COVERAGE = 29.88% ALLOWABLE IMPERVIOUS COVERAGE = 30% KITTY HAW OF19M M52) 201-82525 - FAx: (252) 261 25W5 e-mall: riokhouee®houeeenglnwrimg.com