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HomeMy WebLinkAboutSW6231203_Supplement-EZ Form_20240312 SUPPLEMENT-EZ COVER PAGE LOAD SUPPLEMENT FORMS PROJECT INFORMATION 1 Project Name Gillespie-B1.9 Solar Utility Station 2 Project Area(ac) 41.74 3 Coastal Wetland Area(ac) 0 4 Surface Water Area(ac) 2.01 5 Is this project Hi h or Low Densit? Low 6 i Does this project use an off-site SCM? No COMPLIANCE WITH 02H.1003(4) 7 Width of vegetated setbacks provided(feet) 50' 8 Will the vegetated setback remain vegetated? Yes 9 If BUA is proposed in the setback,does it meet NCAC 02H-1003(4)(c-d)? WA 10 Is streambank stabilization proposed on this project? No NUMBER AND TYPE OF SCMs: 11 1 Infiltration System 12 Bioretention Cell 13 Wet Pond 14 Stormwater Wetland 15 Permeable Pavement 16 Sand Filter 17 Rainwater Harvesting(RWH) 18 Green Roof 19 Level Spreader-Filter Strip(LS-FS) 20 IDisconnected Impervious Surface(DIS) 1 21 Treatment Swale 22 Dry Pond 23 StornFilter 24 Silva Cell 25 Bayfilter 26 Filterra LOAD SUPPLEMENT FORMS DESIGNER CERTIFICATION 27 Name and Title: Laura Hams,P.E.,Project En ineer III-Team Lead 28 Organization: Booth&Associates,LLC 29 Street address: 2300 Rexwoods Drive.Suite 300 30 City,State,Zip: Raleigh,NC 27607 31 Phone number(s): 919-851-8770 32 Email'. Laura.Marrt hrwth•as Certtficauon 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. Desruner `t�51,1�1ililf!!(Iylfilf� SEAL F = Signature of Designer 056748 rrl��j_•~ GI N per.•' rf rlllll11*01,10100 Date aa� 3 z6a3 DRAINAGE AREAS 1 Is this a high density project? No 2 If so,number of drainage areas/SCMs 0 3 Does this project have low density areas? Yes 4 If so,number of low density drainage areas 3 Is all/part of this project subject to previous rule 5 versions? No CLICK TO LOAD FORM DRAINAGE AREA INFORMATION Entire Site 4 Type of SC DIS 5 Total BUA from project(sq ft 132964 sf 6 1995 rules - SL 2006-246 2008 rules 2017 rules New BUA on subdivided lots(subject to 7permitting) s ft N/A 1995 rules SL 2006-246 2008 rules 2017 rules - New BUA not on subdivided lots(subject to 8permitting) s 124030 sf 1995 rules - SL 2006-246 2008 rules 2017 rules - 9 Offsite-total area(sq ft 133986 sf 1995 rules - SL 2006-246 2008 rules 2017 rules 10 Offsite BUA s ft 1995 rules SL 2006-246 2008 rules 2017 rules 11 Design storm inches 6 in 1995 rules SL 2006-246 2008 rules 2017 rules - 12 Breakdown of new BUA: 124030 sf Parking(sq ft) 73403 sf Sidewalk(sq ft - Roof(sq ft) - Roadway(sq ft 33657 sf Future(sq ft) - Other,please specify in the comment box below(sq ft) 16970 sf New infiltrating permeable pavement on 13 subdivided lots(sq ft) - New infiltrating permeable pavement not on 14 subdivided lots(sq ft - Existing BUA that will remain(not subject to 15permitting) s ft 8934 sf 16 Existing BUA that is already permitted(sq ft - 17 Existing BUA that will be removed(sq ft - 18 Percent BUA 7% N/A;not a 19 Design volume of SCM cu ft structural BMP no a 20 Calculation method for design volume structural BMP ADDITIONAL INFORMATION Please use this space to provide any additional 21 information about the drainage area(s): Other BUA=Gravel equipment pad. DISCONNECTED IMPERVIOUS SURFACES (DIS) GENERAL MDC FROM 02H.1050 1 Is the SCM sized to treat the SW from all surfaces at build-out? Yes 2 Is the SCM located away from contaminated soils? Yes 3 What are the side slopes of the SCM(H:V)? 16:1 4 Does the SCM have retaining walls,gabion walls or other No engineered side slopes? 5 Are the inlets,outlets,and receiving stream protected from erosion Yes 10- ear storm)? 6 Is there an overflow or bypass for inflow volume in excess of the No design volume? 7 What is the method for dewatering the SCM for maintenance? None 8 If applicable,will the SCM be cleaned out after construction? N/A 9 Does the maintenance access comply with General MDC(8)? Yes 10 Does the drainage easement comply with General MDC(9)? No If the SCM is on a single family lot,does(will?)the plat comply with 11 N/A General MDC(10)? 12 Is there an O&M Agreement that complies with General MDC(11)? No 13 Is there an O&M Plan that complies with General MDC(12)? Yes 141 Does the SCM follow the device specific MDC? Yes 15 Was the SCM designed by an NC licensedprofessional? Yes DIS MDC FROM 02H.1060 16 Maximum roof area that will be conveyed to the VRA(sf) No roofs to be conveyed to VRA 17 Will the VRA be rectangular in shape? Yes 18 Length of the rectangle in the direction of flow(feet) 1035 ft 19 Width of the rectangle perpendicular to the direction of flow feet 30 ft 20 Will the downspouts be equipped with splash pads? No 21 Length of pavement draining to the VRA(feet) No pavement drains to VRA 22 Width of the VRA(feet) 30 ft 23 Is the VRA free of BUA except for utility boxes,signs,and lamp Yes posts? 24 Hydrologic Soil Group of VRA A 25 Slope of the VRA in the direction of flow % 6% 26 Will the first 8"of soil be adjusted if needed to promote plant growth? Yes 27 Will the filter strip and side slopes be planted with non-clumping, Yes deep-rooted sod? 28 Is there a plan to protect the VRA from erosion until permanent Yes round cover has taken root? ADDITIONAL INFORMATION 29 Please use this space to provide any additional information about the disconnected impervious surface(s):