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HomeMy WebLinkAboutSW6191203_Supplement-EZ Form_20200131SUPPLEMENT-EZ COVER PAGE LOAD SUPPLEMENT FORMS PROJECT INFORMATION 1 Project Name 2 Project Area ac Glen Meadow Subdivision - Phase 2 10.14 3 Coastal Wetland Area ac 4 Surface Water Area ac 0.04 5 Is this project High or Low Density? Low 6 Does this project use an off -site SCM? No COMPLIANCE WITH 02H .1003(4) 7 Width of ve etated setbacks provided feet 30 8 Will the vegetated setback remain vegetated? Yes 9 Is BUA other that as listed in .1003 4 c-d out of the setback? Yes 10 1 Is streambank stabilization proposed on this project? No NUMBER AND TYPE OF SCMs: 11 Infiltration System 0 12 Bioretention Cell 0 13 Wet Pond 0 14 Stormwater Wetland 0 15 Permeable Pavement 0 16 Sand Filter 0 17 Rainwater Harvesting RWH 0 18 Green Roof 0 19 Level Spreader -Filter Strip LS-FS 0 20 Disconnected Impervious Surface (DIS) 0 21 Treatment Swale 4 22 Dry Pond 0 23 StormFilter 0 24 Silva Cell 0 25 Ba filter 0 26 lFilterra 0 LOAD SUPPLEMENT FORMS DESIGNER CERTIFICATION 27 Name and Title: Jeremy Thomas, PE. - President 28 Organization: J Thomas Engineering, Inc. 29 Street address: 143 Charlotte Avenue, Suite 104 30 City, State, Zip: Sanford, NC 27330 31 Phone numbers : 919 777-6010 32 Email: jthomas@jthomasengineering.com Certification Statement: I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision; that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and that the engineering plans, specifications, operation and maintenance agreements and other supporting information are consistent with the information provided here. Designer c F d" Seal Signature of Designer Date DRAINAGE AREAS 1 Is this a high density project? No 2 If so, number of drainage areas/SCMs 4 3 Is all/part of this project subject to previous rule versions? No CLICK TO LOAD FORM DRAINAGE AREA INFORMATION Entire Site 4 T pe of SCM Treatment Swale 5 Total BUA in project (sq ft 105565 sf 6 New BUA on subdivided lots (subject to ermitting) (sq ft 70275 sf 7 New BUA outside of subdivided lots (subject to permitting) (sf) 35290 sf 8 Offsite -total area (sq ft) sf 9 Offsite BUA (sq ft sf 10 Breakdown of new BUA outside subdivided lots: - Parking (sq ft - Sidewalk (sq ft 6059 sf - Roof (sq ft - Roadway s ft 29231 sf - Future (sq ft - Other, please specify in the comment box below (sq ft 11 New infiltrating permeable pavement on subdivided lots (sq ft 12 New infiltrating permeable pavement outside of subdivided lots (sq ft 13 Exisitng BUA that will remain (not subject to ermitting) (sq ft 14 lExistina BUA that is already ermitted (sq ft 15 Existing BUA that will be removed (sq ft 16 Percent BUA 24% 17 Design storm inches 18 Design volume of SCM cu ft 19 Calculation method for design volume ADDITIONAL INFORMATION 20 Please use this space to provide any additional information about the drainage area(s):