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Home My WebLink AboutWPO201400021 Bond 2014-03-11 °F al Erosion & Sediment Control Preconstruction Conference Checklist Name of Plan: f�/(J xs u) I f �j & Plan No.: JP°2D 000 J Date: /q nn 1) Copies of approved plan given to: Owner or Authorized Agent d- Contractor X 2) Have all the conditions been met? yes 3) Responsible Land Disturber: I% /Lan/ I. 410,--44/)4C d) Cert./Lic.No.: 1367 ? Type: LD Address/Phone/ Mobil Phone: nf2fQN6cn .E N ccc U' n ( ( C- Syo - gS - 3 ,1. 4) Name of Prime Contractor: (-', Al re-?Qcchetun Address/Phone/ Mobil Phone: r. .i aVL�t`� 5310- 11(t 33 j Name of Subcontractor: (1)n-E 5) Persons in Attendance: Name Firm �? .1-n c1/ n 4theyw,le_ La• () ric ( ^^Cnt� Mal 6,141 �7'1-c 59o-35-3- OIg3 pi (No er:+LiMlhCN acce,444.1 ca ti.45 LAC'. -5-yo -3-4yZ R5V. , ,SLA; rnp / Skimp -ncy e..��`n� �a�y- q53 Ea(i (6) Date Permit Issued: (�c ,' (7) J Notification has been given that the owner/contactor is responsible for obtaining a VSMP permit from DCR. DCR has requested the County to check for the site posting. (8) Article II, section 17-207 B. Each permit shall also be subject to the following: 1. The permitted land disturbing activity shall be deemed to have commenced on the date the permit was issued, provided that the program authority may establish another date of commencement 1 of 2 Revised 11/29/2011 based on documentation submitted by the owner that clearly'emonstrates that the land disturbing activity commenced on that date. 2. C Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced, except for areas that the program authority finds are necessary parts of the construction that are subject to an active building permit and areas where erosion is prevented by a non-erosive surface. For the purposes of this section, a "non-erosive surface" includes, but is not limited to, roadways and sidewalks covered by gravel, asphalt pavement, or concrete; trails or paths covered by gravel, stone dust, or mulch; buildings and other permanent structures; and such other surfaces that the program authority determines would adequately provide a permanent barrier to erosion. 3. The time limit for installing permanent vegetation as required by paragraph (B)(2) may be extended by either the program authority or the board of supervisors, or both, as follows: a. The program authority may extend the time limit for installing permanent vegetation up to an additional six (6) months, provided the owner submits a written request to the program authority no less than one (1) month prior to the deadline for installing the permanent vegetation. The program authority may grant the extension if it finds that: (i) the additional time is necessary due to factors beyond the control of the owner; (ii) the owner had made good faith efforts to comply with the time limit; and (iii) the owner has effectively controlled erosion and sedimentation on the property during the land disturbing activity. In granting an extension, the program authority may impose reasonable conditions. b. The board of supervisors may extend the time limit for installing permanent vegetation for duration it determines to be appropriate, provided the owner submits a written request to the clerk of the board of supervisors no less than two (2) months prior to the deadline for installing the permanent vegetation. The program authority shall provide its opinion to the board as to the condition of the property with respect to compliance with this chapter and an estimate of the minimum time needed to complete grading and install permanent vegetation for the land disturbance covered by this permit. The board may grant the extension if it finds that: (i) the additional time is necessary due to factors beyond the control of the owner; (ii) the owner had made good faith efforts to comply with the time limit; and (iii) the owner has plans to effectively control or has effectively controlled erosion and sedimentation on the property during the land disturbing activity. In granting an extension, the board shall set a time limit and may impose other reasonable conditions. _ f Notes: t ra e (mc �r�c n 2 ✓�(fie��/� e.o• • Ph f y I/"I "�'�'�°► 2 of2 Revised 11/29/2011 I:\DEP"1'Community Development\Forms\Inspections\Erosion Preconstruction Conf Checklist 11 29 201 I.doc 4.7 Date Fee Paid of A "4111 Received by: �r `i �. �!!!, ,. Intake: Fo a. genrnt Analyst �'V�_� :. flitata BOND ESTIMATE REQUEST APPROVED PROJECT PLAN TITLE:(Title on the approve plan tinmwhich the estinute will be prepared.) Zy Vi►1 All parcels in the project, including any off site work ifeasements are not provided,and current owners. Use a separate sheet ifmore owners are required.Owner and tax map information must be correct,and plans must be / approved prior to bond estimates being prepared. V,,�""a ►e✓/ - TAX MAPs/PARCELs: 7$ 'SS OWNER'S NAME: , . tt�L •. ' s SIGNATURE: date: S- 20ly TAX MAPs/PARCELs: OWNER'S NA* : SIGNATURE: date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date:_ TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: The requested estimates are; Erosion&Sediment Control per Water Protection Ordinance section 17-207 O Stormwater Management per Water Protection Ordinance section 17-306 O Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435; &Water&Sewer per Subdivision Ordinance section 14-435;$250 fee required The estimate must be sent to the owner. Please provide contact information. EMAIL: Chwlry Q an'tz r.Cewu OR REGULAR MAIL ADDRESS: / 1 -s) Ana Kilmer From: Ana Kilmer Sent: Wednesday, May 28, 2014 5:19 PM To: 'Chris Henry' Cc: Justin Shimp; Max Greene; Esther Grace; Kenny Thacker Subject: wpo-2014-00021 Mass Grading and Erosion and Sediment Control Plan for Riverside Village TM P78/58-early grading The$195,910 water protection performance bond has been posted and approved. The permit and first year inspection fee has been paid. Please contact Kenny Thacker to determine when you can schedule the pre-construction meeting. Thank you Ana D. Kilmer Management Analyst County of Albemarle Community Development Department 401 McIntire Road Charlottesville,VA 22902 434-296-5832 akilmer@albemarle.org 1 Riverside Village WPO file number: WP0201400021 Erosion and Sediment Control Bond Estimate Item Item Number stabii haticn (PS, TS) silt fence (SF) safety fence (SAFE diversion (DD, FD, RW D) temporary slope drain (TSD) earthwork for traplbasin structures for basin earthwork for traplbasin structures for basin sift fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) channel (SCC, matted) check dam construct!. entrance (CE) wash rack paved construction entrance pipe length height of dam at toe height of till at face length of dam top width (area above transition( (total width of dam) (height below transition) (area below transition) (fatal fill volume) length of spillway width of spillway riser height riser diameter barrel length barrel diameter height of dam at toe height of fill at face length of dam tap width (area above transition) (lolal width of dam) (height below transition) area below transition) (total fill volume) length of spillway width of spillway riser height riser diameter barrel length barrel diameter length length depth in channel rip -rap, placed depth width survey and layout (price Der 0.1 am.) acres mobilization stream crossing (computed independently) 0 ft pipe diameter 0 in 8 ft out at high side 14 ft 8 ft cut al face 6 ft 80 ft length of cut 50 it 8 ft width of cut 50 ft 192 at (area below transition) 372 sf 16 it (total width of cut) 90 it 01f (depth below transition 8 f 0 at (area above transition: 296 sf 568.9 cy (total fill volume) 1237u) cy 55 ft (TOAL CY estimate) 1427 cy 8 ft (spillway stone tons) 25.3 tons 3.4 It 30 in I -r writ pricol $65.00 47 at base plate or fdn 1 24 in ,. $50.00 barrel collars 1 baffle length 120 ft 6.6 If cut at high side 7 ft 5.6 ft cut at face 3 ft 50 ft length of cut 120 ft 8 ft width of cut 40 ft 107.52 sf (area below transition) 138 sf 132 fl (total width of cut) 60 ft 1 It (depth below umnslbor 4 it 5.6 sf (area above transition; 104 sf 209.5 cy (total fill volume) 1075.6 cy 60 ft ITOAL CY estimate) 1145 cy 8 ft (spillway stone tons) 27.6 tons 2.5 ft 30 in ins ^i urn orTFl $65.00 41 ft base plate or fdn 1 24 in $50.00 barrel collars 1 baffle length 140 ft 0 ft width 0 ft 0 ft width 0 ft 0 ft channel width 0 ft 0 ft length 0.0 ft 0.0 Ilonsl 01ons 11.64 traps and basins 2 No. Unit Unit Cost Coal $0.00 (installed) $0.00 11.6 acres $5.000.00 $58,200.00 320.0 ft $5.00 $1,600.00 940.0 ft $5.00 $4,700.00 1760 ft $13.00 $22,880.00 $000 $0.00 $13.00 $18,551.00 $50.00 $1,265.00 1111 !1 0 $100.00 $0.00 0 $200.00 $0.00 0 $0.00 $0.00 cost sum $0.00 0 $0.00 $0.00 0 $2,000.00 $0.00 1 $2,000.00 $2,000.00 1 $3.500.00 $3,500.00 1 -M 4/30/2014 $6,820.00 $500.00 $0.00 cost sum $154,864.50 proj mgmt $23,229.68 contingency $17,809.42 Total $195,910 4/30/2014