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ProlecLiori (7P) � �� ������� �r� � ����L �)����������� ` � ��TosPoi� �� �R7ock 2� 6ravcl Dro Inlet Protectlon 1P ��i��� � ���S � �'t'=i .%vo�m5�,� .. . .,� �,- �ei ,�%� �� � � EROSION AND SEDIMENT CONTROL NARRATIVE . L FOR - _ Hollymead Towncenter, Regional Service Area B . - May 11, 2004 LOCATION: Tax Map 32 Parcels 41D, 42A, 42C, 43 & Tax Map 46, Parcel5 Rivanna District,Albemarle County, Virginia OWNER & DEVELOPER Hollymead Towncenter, LLC 8618 Westwood Center Drive, Suite 300 Vienna VA, 22182 PREPARED BY: Rivanna Engineering & Surveying,PLC P.O. Box 7603 Charlottesville, VA 22906 434.984.1599 (F)434.984.8863 0����TN�F L �o�� �C � �� � ty i � TlMOTH�RAY MILLER : � 0402 030542 : . ` . " �' S�//'�� �� � ` ��ssr ��d' 4NAL E � PROJECT DESCRIPTION: This site is proposed for development of a 25-acre shopping center(AREA B of the Hollymead Town Center). Construction will consist of public streets,parking areas,sanitary sewer,storm sewer,and water main system. EXISTING SITE CONDITIONS: The site is an existing cleared and substantially mass graded site in accordance with existing mass grading _ - � permits(See sheet ES2 for existing mass grading permit details). ADJACENT AREAS: • This property is bounded on the Northeast by Post Office Land Trust(PO),Southern and Western by United Land Corporation and One-Eighth Land trust(ULC)and Eastern boundary by Highway Route 29. Forest Lakes development is to the east of this development. OFF-SITE AREAS: Grading and construction activities are planned for the northeast adjoining property(Post Office)for the establishment of a stormwater detention basin and storm sewer. Grading and construction activities are planned for the southern adjoining property(United Land Corporation)for the establishment of a stormwater detention basing,storm sewer and grading. Grading and construction activities are planned for the western adjoining property(United Land Corporation and One-Eighth Land Trust)for off-site bonow activities(done under existing United Land Corporation mass grading permit). Route 29 improvements and lane widening are planned for the eastern boundary. SOILS• According to the Albemarle County Soils Survey conducted by the United States Department of Agriculture Soil Conservation Service,the primary soil types that may be disturbed during this scope of work have been identified as the following: 1. Pacolet Sandy loam(65B)—Permeability is moderate,surface runoff is rapid,and the hazard of erosion is severe.Hydrologic group B,K factor.28 2. Mount Lucas silt loam(57C)—Permeability is slow,surface runoff is medium,and the hazard of erosion is moderate.Hydrologic group C,K factor.28 3. Elioak Loam(27B)—Permeability is moderate,surface runoff is medium,and the hazard of erosion is moderate.Hydrologic group C,K factor.28 4. See ECS subsurface exploration and Geotechnical Engineering Analysis — Hollymead Shopping Center dated September 3,2003 for additional soil information. CRITITCAL AREAS: Care will be taken to minimize impact to existing wetlands and adjacent stream during the grading procedures for the construction of Storm Water Management Facility#3. EROSION AND SEDIMENT CONTROL MEASURES: GENERAL: 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land disturbing activity and shall be made functional before upslope land disturbance takes place. 2. Stabilization measures shail be applied to earthen structures such as dams, dikes and diversions immediately after installation. _ 3. Revisions to erosion and sediment controls are at the discretion of Albemarle County inspector. � ' . PHASE IA CONTROLS: 1. Install diversion dikes above existing Sediment Basin #1 diverting flow of water to existing Sediment � Basin#2 and existing Sediment Basin#1A. ' 2. Install culvert inlet sediment basin at the base of Existing Sediment Basin#1. , 3. Fill Sediment Basin#1. PHASE 1B Controls _ � � l. Install clearing limit flagging. 2. Install perimeter mechanicai controls(silt fence, silt basins, earth berms, and silt traps)as shown on the Phase 1 plans. ' 3. Install construction entrance and wash rack at the future Towncenter Drive entrance and rear entrance behind Future Building Anchor A(These are the 2 entrances into the property off Rt.29) 4. After stabilization of perimeter controls,begin site work(Upon approval by the county site inspector)to include overall clearing,grubbing, demolition of existing site improvements, removal of topsoil, cut to fill and bonow to fill. Sa. Grade and construct Sediment Basin#3. Sb. Install storm pipe from ST-1 to ST-6. Storm pipe may be installed concurrently with the mass grading for Sediment Basin#3. Install temporary culverts along pipe during installation of pipe prior to installation of pipes ST-1-ST6 in those areas (See plan Details). Temporary culverts may be installed as storm pipe work progresses into the required areas. 6. Install diversion dikes above Sediment Basin #2 to the pipe end at ST-6 (or end of storm if progressed further). 7.Ok to fill Existing Sediment Basin#2,#3 and#4. PHASE II CONTROLS: 1. As rough grading operations progress, install the storm sewer systems in the parking lot and perimeter areas. Phase 1 silt traps,sediment basins and other perimeter controls shall be retained as required,but may be altered somewhat to facilitate installation of the storm sewer. At such time that the storm pipe is installed and adequate outfalls are established, and upon approval of county site inspector, silt traps, sediment basins and berms may be removed entirely to facilitate slope construction and stabilization. 2. While grading of the site continues, the contractor shall maintain the integrity of pernneter phase 1 silt fence throughout this phase of operation. The contractor shall advise the county site inspector of any modifications to these controls that may be necessary to facilitate the construction. 3. As the parking lot/travelway areas reach final subgrade, the aggregate base course should be placed at the earliest possible time. 4. As non-pavement slope areas are brought to final grade, immediately stabilize the areas with permanent seeding. As necessary,anchor seed by spray emulsion,jute netting,straw mulch,or a combination of these methods to insure seed germination. PHASE II FINAL: 1. At such time that all disturbed areas have been stabilized and upon the approval of the county site inspector, all mechanical erosion and sediment controls shail be removed, and areas damaged by the removal shall be re-vegetated as required. 2. Seeded areas that have failed to germinate shall be reseeded,fertilized,and adequately protected. 3.All storm sewer systems(inlets and pipes and SWM facilities)and pints of concentrated discharge shall be inspected and cleaned of sediment and repaired as necessary. Contractor shall monitor these systems for a period of time to insure that vegetative cover is established and sedimentation from upstream areas is controlled. . Permanent Stabilization: 1. Permanent soil stabilization shall be applied to denuded areas within seven (7) days after final grade is - reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to . denuded areas that may not be at final grade but shall remain undisturbed (undisturbed) for longer than thirty(30)days. Permanent stabilization shall be applied to areas that are to be left dormant for more than - one year. 2. Seeding and selection of the seed mixture shall be in accordance with the Virginia Erosion and Sediment _ _ Control Handbook Standard and Specification 332. � 3.Roads and parking areas shall be stabilized with fourteen(14)days after final grade is reached. 4.All temporary erosion and sediment control measures shail be removed with 30 days after adequate site . stabilization and after the temporary measurers are no longer needed, unless otherwise authorized by the locai program administrator. Trapped sediment and the disturbed soii areas resulting from the disposition of temporary measurers shall be permanently stabilized to prevent further erosion and sedimentation. Stormwater Runoff Considerations: On-site stormwater run-off will be chanalized with the use of diversion dikes to sediment basins and stormwater detention basins. Maintenance• 1. All erosion and sediment control practices be constructed and maintained according to the minimum standards and specification of the Virginia Erosion and Sediment Control Handbook and the Virginia Regulation VR 625-02-00 erosion and sediment control regulations. 2. The developer/developer's representative will be responsible for the installation and maintenance of all erosion and sediment control practices at all times. 3. The Developer/Developers Representative shall inspect all erosion and sediment control measures daily and after each significant rainfall. The following items will be checked in particular: a. Sediment basins shall be cleaned out when the level of sediment buildup reaches the cleanout elevation indicated in the riser pipe. Sediment shall be disposed in suitable areas in such a manner that shall not erode or cause sedimentation problems. The basin embankment shall be checked regularly to ensure that it is structurally sound and has not been damaged by erosion or construction equipment. Emergency spillways shall be checked regularly to ensure that its lining is well established and erosion resistant. b. Sediment traps shall be checked regularly to ensure for sediment cleanout. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design volume o the wet storage. Sediment removed from the trap shall be deposited in a suitable area and in such a manner that it shall not erode and cause sedimentation problems. c. Gravel outlets shall be checked regularly for sediment buildup which shall prevent drainage. If the gravel is clogged by sediment,it shall be removed and cleaned or replaced. d. Silt fence barriers shall be checked regulazly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier... e. Seeding areas shall be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. f. Diversion dikes shall remain undisturbed,monitored,and protected from disturbance until the surrounding area is stabilized. 4. Where construction vehicles access routes intersect paved public roads, provisions shail be made to minimize the transport of sediment by (vehicular) tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. The provision shall apply to individual subdivision lots as well as to larger land disturbing activities. 5.Dust Control—contractor shall be responsible to control dust throughout the entire construction phase by the application of water and/or approved adhesives per Std. 339 of the Virginia erosion and Sediment - . Control Handbook(Current Edition). � ' 7EMPORARY SEDIMENT BASIN , PROJECT Holl mead Towd Center PROJ NO. 7'i32 BASIN M SEDIMENT SASIN DATE 4/30/2004 LOCATION SWM d3 BY J08 INPUT • URAINAGE AREA 53A0 ac - HASIN VO M D SI+N WETSTORAGE 1.MINIMUM RE�UIRED YOLUME 3577.80 2.AVAILABLE BASIN VOLUME AVERAGF ENb AAFA-qAGiN VO tMF FSTIti�A7 S E1.EVA77oN Af?EA VOLUME yOLl1M£ T07AL - tt s1 at c 471 2A Zb0.U0 21875.D0 807.96 472 23 370.00 807.96 54'174.00 20D6.44 474 3D 804.00 2 874A1 68 909.00 2 52.99 476 38,905A0 5 66.59 91 497.00 3 388.56 478 45 632A0 8 755.15 99 018.00 3 667.33 480 53 886.00 92p?2.48 174 752.00 4 25D.07 4B2 6'1,365.D0 16 672.56 130 942.00 4 849.70 484 69,575.00 2152226 147 581.00 5 465.96 486 �8,005.00 26,98822 REOUIREDWETSTORAGEVOLUME 35T7.80 c APPROX.ELEVATION Q7q,3q 3.EXCAVATE CU81C YARDS 4.AVAILABLE VOLUME BEFORE CLEANOUT RE�UIRED 1788.90 c 5.ELEVATION CORRESPONDING TO CLEANOUT LEVEL 473.13 6.DISTANCE FROM DEWATERING ORIFICE TO C/O LEVEL 1NVERT DEWATERING ORIFICE R'QD 47q.34 INVERT DEWATERING ORIFICE USED 478.50 APPAOX.VOLUME AT INVERT USED 9679.54 DISTANCE FROM 1NVEH7 TO C/O LEVEL 5.37 ft DISTANCE ACCEPTABLE WET STORAGE VOLUME ACCEPTABLE DRY STORAGE 7.MINIMUM RE�UIRED YOLUME 35�7.gp 8.T07'E!L AVAILABLE VOLUME AT CREST OF RI5ER CREST OF RISER Ae4.OD APPROX.AVAILABLE TOTAL VOLUME 77701.23 c ADEQUATE DRY STORAGE YOLUME 9.DIAMETER OF DEWATERING ORIFICE G1 �0.03 cfa d 7STITERATION 15.18 in d 2nd tTERATION 16.2D in d rd iTERATION �b29 in d 4th ITERATION 1629 in USf d qq�� 10.UTAMETEfl OF FLEXIBI..E TUBING 26 in NOT A STANDARD SIZE Page 7 SWM3 Sediment Basin.xls , TEMPORARY SEDIMENT BASIN � PROJECT Ho1i mead Town Center pRO.!NO. 1132 BASIN ll SEDIMENT 8AS1N DATE 4j30/2004 • ' LOCATION SWM M3 BY dD6 PRELIMINAHY DESIGN 11.PRELIMINAftY DESiGN ELEVATIONS: _ ` CRES70FRISER 484.00fl TOP OF DAM 486.90 ri DESIGN HIGH WATER 478.50 ft UPSTREAM TOE OF DAM 475.00 ft BASIN SHAPE 92.LENG7H OF FLOW/EFFECTIVE WIOTtl: SURFACE AREA OF IJOAMAL POOL 47570 sf � LENGTH OF FLOW PATH 290 ft EFFECTNE W1DTH 154 tt L/We 1.77 BAFFLES REOUIRED RUNOFF RA710NAL ME7tIOD CALCUl1�TION ` USE MAXIMUM C VALUE OURING CONSTRUCTION AND MINiMUM Tc VALUE 13.FLOW FROM 2-YEAR S70AM C: oS0 Tc: 5.0 1: SS in/ht �= 746.9 cfa 14.FLOW FROM 25-YEAR STORM C: O.SD Tc: 5.0 1: 8.1 in/hr Q= 216.3 cfa 15.REOUTAED SPILLWAY CAPACITY: EMERGENCYSPILi.�iVAY? M N RE�UIRED SPILLWAY CAPACITY: 216.3 CFS 16.ASSUMED AVAILABLf HEAD: ELEV.OF CAEST OF E.S.!F USED: 485.OD ASSUMED AVAILABLf HEAD= -3.50 ft Y7.AISER DlMENSIONS: RISER DIAMETER: 7200 in (From Plate 3.14-8 or Calcs ACTUAL MAX.EL.EV.: 478.50 ft From Calcs'rf a ro riate ACTUAL HEAD: fi.5D tt From Plate 3.14-8 or Calcs 78.BARREL LENGTN: BARRELLENGTH: iDD.00 ft 9ARREL INVERT OUT: 475.00 ft ►lEAD}i ON SARREL: 3.50 ft From Plate 3.74-7 19.BARREL OIAMETER: BARREL DIAMETER: 48 fn From Pfate 3.14A or 3.148 20.TRASH AACK AND ANTI-VORTDC DEVICE: UTAMETER: 102 In rom Plate 3.14D HEIGNT: 36 in EMERGENCY SPILLWAY DESIGN 27.AEQUIRED SPILLWAY CAPACRY: �e=Q -Q = N/A CFS 22.DIMENSIONS: BOTTOM WIDTH 10.00 ft rom Table 3.14-C SLOPE OF EXIT CHANNEL s: 2.60 tUft From Table 3.14-C MIN.LENGTH IXIT CHANNEL x: 70.00 ft From Table 3.14-C FINAL DESIGN ELEVATIONS 25.ELEVATIONS: TOP OF DAM: 486.9D ft pESIGN#11GH 1NATEA: 478bD ft EMERGENCY SPILLWAY CREST: N/A ft PAINCIPAL SPILLWAY CREST: 484.U0 tt DEWATERING ORIFICE INVERT: 478.50 ft CLEANOUT ELEVATION: 473.Y3 ft . Page 2 SWM3 Sediment Basin.xls s °�=`� � �;a�. E � s�:xo EROSION AND SEDIMENT CONTROL PLANS FOR a o N HOLLYMEAD TOWNCENTER, AREA A1 °°� 0 TM 32, PARCELS 42A,44; TM 46, PARCEL 5 �°�aaa;; RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA �,�c §�s�. ,;sn9i 9�� )�`'�v,'.... �tP `o � R1 OF 6 COVER SHEET R2 OF 6 NOTES AND LEGEND � � R3 OF b EROSION ANDSEDIMENT CONTROL PLAN >� R4 OF 6 DETAILS � „,_ RS OF b EXISTING CONDITIONS R6 OF 6 DRAINAGE AREAS MAP � � � '� � � �� ���� � o� �¢ ., �°: �� � ---- s„ �.. -� t � =°i �� k. ..,.,.. e . e _ , . a. � w. ,..�.w... ... � � � � � ��� ar�� � � � a � � e� � , .. Y. _._,_W ' z a > F �� E3 � i � a � r A �-._\M1.. 1 smm �/ 0.' d '�O q „M c�T. � z �'_4�... 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