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HomeMy WebLinkAboutWPO201400020 Bond 2014-03-11 COUNTY OF ALBEMARLE Department of Community Development 401 Mclntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434)296-5832 Fax (434) 972-4126 EROSION CONTROL PERFORMANCE BOND RELEASE PROJECT NAME' KL,S i \� CI()t•D 1,C D ,-���n ,r k"~ ) PLAN/PERMIT NO. \J P0 �,� |� b��7 �� . ' � � - � � J DATE: \/ � / /-7 This project has been satisfactorily completed and the erosion control performance bond may be released at this time if all erosion | inspe d have been id or ,ontrol . nu Q / . ~ (///6/ 2/0/7/ Community Development Department All erosion control Inspection fees invoiced on the above project have been collected. Director of Community Development/County Engineer Date Accounting Department All erosion control inspection fees invoiced on the above project have been collected. Chief Accountant Date Cc: Ana Kilmer "~°°~ent..."^°et~.�"=IO"CONTROL PERf="^"E BOND RELEASE REVISED^�20,2.0ec ,c„,AL i 40 Erosion & Sediment Control Preconstruction Conference Checklist Name of Plan: Ls 0:L(<. Ni,H-b'i a:vvt5 QrAlly ---1-::. MI p ro3(qn,.., I') Plan No.: l,3tc? 9,01q •©UC> 0 Date: 5,61• 20,Y 1) Copies of approved plan given to: Owner or Authorized Agent Z Contractor 2---- 2) Have all the conditions been met? Vy S 3) Responsible Land Disturber: c i S 1V\,j Cora(de:\ Cert./Lic.No.: 33c1g 3 Type: tLD Address/Phone/Mobil Phone: (12..\_)i o i i CQA4-e t qv r Fcs I- C.c c y 5t-re,I' 3,,:k 150 R,c,(ka , VA. a3 +q e ,'r l _ ,-- e, 4) Name of Prime Contractor: 'U S iv s(,,}rc.,(r\ Address/Phone/Mobil Phone: 703 4f6„'4 S r •_Suite d i'-i rOly4.,cc.c(?, 1 idiie-4,:yt, 'VA/ 7U 30ti - U7 - 0 LS Name of Subcontractor: Cokrjok i CLIAc(- 5) Persons in Attendance: Name Firm 'u'. n( belleickr(... (_ (2h RI 5 ,e724.4 cic► ee..6 z J- -.A . W t ksbNi b_134,)t3E 1\00 k,oK z-i.e,- ..,uc) (K)eko\kc:'✓ s -k_ t' ii,,,veg 1. v -I 2 /C.-Q._ M Al 6 '12 AIE I}-1102 cilAf le CO Je,r it6�dr _ 4-1 bevltc'i. ec, (6) Date Permit ued: S f c/ /9/ (7) Notification has been given that the owner/contactor is responsible for obtaining a VSMP permit from DC . 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 docuntation submitted by the owner that clearsiemonstrates that the land disturbing activity commenced on that date. 2 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, hut is riot 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 utterer surfaces that the program oulhonty determines would adequately provide a permanent harrier to erosion The time limit for installing permanent vegetation as required by paragraph (I l)(;') may he extended by either the program authority or the hoard 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 .tuthurity 'nay grant the extension if it finds that (i) the additional time is necessary due to factors beyond the r.omtol of the owner, (ii) the owner had made good faith efforts to comply with the time limit, and (iii, the owner luis effectively controlled erosion ,anri sedimentation on the property during the land disturbing u;Uvity In lrIilting an extension, tine program authority may Impose reasonable conditions b l he board of supervisors may extend the tune limit for installing permanent vegetation too duration it determines to be ;appropriate, provided the owner submits a written request to the clerk of tire board of supervisors no less than two (2) months prior to the deadline for installing the permanent vegetation rho program authority shall provide its opinion to the board as to the condition of the property with tr,pect to compliance with this chapter and an estimate of the minimum time needed to complete grading and urt�all permanent vegetation for the lard disturbance covered by this permit. The board may grant the exteneron 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 :unirul or has effectively controlled erosion and sedimentation on the property during the land disturbing a.'livity Ir rtrantuul aP extension, the board shall set a time limit and may impose other reasonable conditions Noto Cj-- 2of2 Revised 1 1/29/201 I i)iO r'\00nununrty I)evelnpmenr\forms\Inspections\Erosion Preconstruction Conf Checklist 1 129 201 I.doc 'ors Ana Kilmer From: Ana Kilmer Sent: Tuesday, May 06, 2014 5:35 PM To: 'Chris Corrada' Cc: Jonney Otto; Esther Grace; Max Greene; Kenny Thacker Subject: RE: water protection performance bond wpo-2014-00020- Keswick Club, LLC Driving Range The $209,810 water protection performance bond has been posted and approved (erosion only). The permit and first year inspection fee has been paid. Please contact Jonney Otto to determine when you can set up 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 From: Chris Corrada [mailto:CCorrada @riverg.com] Sent: Monday, May 05, 2014 3:24 PM To: Ana Kilmer Cc: Jonney Otto Subject: RE: water protection performance bond wpo-2014-00020 - Keswick Club, LLC Driving Range Ok, I think I've got it all this time. You are going to receive two originals in by fedex tomorrow because we already sent the other one. I would hope we can schedule the meeting for Thursday with the hope that everything is signed by then. Thanks, Chris Christopher J. Corrada Principal Riverstone Properties 804-643-4200 From: Ana Kilmer [mailto:akilmerOalbemarle.orq] Sent: Monday, May 05, 2014 2:58 PM To: Chris Corrada Cc: Jonney Otto Subject: RE: water protection performance bond wpo-2014-00020 - Keswick Club, LLC Driving Range Mr. Corrada: Follow up to the bond agreement- you are still missing the date the loc was issued. Please review page 2 of the bond agreement before mailing the bond agreement. Thank you 1 Project Name: Keswick Club - Driving Range Improvements WPO file number: WP0201400020 Erosion and Sediment Control Bond Estimate Item Item Number stabiizffiirn (PS, TS) length channel (SCC, matted) length check data silt fence (SF) construction entrance (CE) $S.ocouo wash rack 2700.0 ft safety fence (SAF) $13,500.00 rip -rap, placed depth $0.00 diversion (DD, FD, RW D) $13.00 $25,220.00 0 ft $0.00 temporary slope drain (TSD) pipe length 0 ft pipe diameter 0 in ST -1 earthwork for traplbasin 6 height of data at toe 2 ft out at high side 12 ft height of fill at face 2 ft cut al face 4 ft length of dam 38 ft length of cut 80 ft top width 2.5 ft width of cut 20 ft (area above transition) 13 at (area below transition) 112 at (total width of dam) 4 it (total width of cut) 52 ft (height below transition) 0 h (depth below frenetic, 8 4 (area below transition) 0 a (area above transition: 144 of (letal fill volume) 183 cy (total fill volume) 758.5 cy length of spillway 12 ft (TOAL CY estimate) 765 cy width of spillway 20 ft (spillway stone tons) 118 tons ST -2 earthwork for trap/basin height of dam at Ice 2 ft cut at high side 8 ft height of fill at face 2 ft cut at face 4 ft length of dam 46 ft length of cut 60 ft top width 2.5 ft width of cut 20 ft (area above transition) 13 at (area below transition) 112 at (total width of dam) 4 it (total width of cut) 44 ft (height below transition) 0 ft (depth below transition 4 ft (area below transition) 0 sf (area above transition; 72 sf (total fill volume) 22.1 cy (total fill volume) 408.9 cy length of spillway 18 ft (TOAL CY estimate) 416 cy width of spillway 20 It (spillway stone tans) 20.7 tons ST -3 earthwork for traplbasin height of data at tce 2 ft cut at high side 14 ft height of fill at face 2 ft cut at face 4 ft length of dam 39 ft length of cut 130 ft tap width 2.5 ft width of cut 20 ft _, : , - 1, amsftlon) 13 of (area below transition) 112 at (total width of dam) 4 ft (total width of cut) 56 ft (height below transition) 0 ft (depth below transition 10 it (area below transition) 0 s (area above transition; 180 sf (total fill volume) 18.8 cy (total IIII volume) 1405.9 cy length of spillway 15 ft (TOAL CY estimate) 1412 cy width of spillway 20 ft (spillway stone tons) 17.3 tons ST -4 earthwork for trap/basin height of dam at toe 2 It cut at high side 6 ft height of fill at face 2 ft cut at face 4 ft length of data 46 ft length of cut 120 ft lop width 2.5 ft width of cut 20 ft (area above 1 -after. 13 sf (.... below nsition) 112 sf (total width of dam) 4 it (total width of cut) 40 ft (height below transition) 0 h (depth below translaon 2 It (area below transition) 0 sf (area above transition; 36 sf (tat J fil`, 221 cy (total fill volume) 657.8 cy length of spillway 18 ft (TOAL CY estimate) 665 cy width of spillway 20 ft !spillway stone tons) 20.7 tons ST -5 earthwork for traplbasin height of data at toe 2 It out at high side 8 It height of filf at face 2 ft cut al face 4 ft length of data 34 ft length of cut 40 ft top width 2.5 ft width of cut 20 ft (area above hansi ion) 13 at (area below transition) 112 at (total width of dam) 4 ft (total width of cut) 44 ft (height below transition) 0 it (depth below transitior 4 4 (area below transition) 0 a (area above transition: 72 of (letal fill volume) 164 ey (total fill volume) 272.6 cy length of spillway 7 ft (TOAL CY estimate) 278 cy width of spillway 20 ft (spillway stone tons) 8.1 tons ST -6 earthwork for trap/basin height of dam at toe 2 ft cut at high side 8 It height of fill at face 2 ft cut at face 4 ft length of dam 34 ft length of cut 35 It top width 2.5 ft width of cut 20 ft (area above transitiun) 13 at (area below transition) 112 at (total wltlth of dam) 4 it (total width of cut) 44 ft (height below transition) 0 tt (depth below transitior 4 ft (area below transition) 0 of (area above transition; 72 sf (total fill volume) 16.4 cy (total fill volume) 238.5 cy length of spillway 8 ft (TOAL CY estimate) 244 cy width of spillway 20 It (Spillway stone tans) 9.2 tons structures for basin riser height 0 ft riser diameter n 0 in i wi 1 s u,�11 price) $0.00 barrel length 0 ft base plate or fdn 0 barrel diameter 0 in $0.00 barrel collars 0 baffle length 0 ft sift fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) length channel (SCC, matted) length check data depth in channel construction entrance (CE) $S.ocouo wash rack 2700.0 ft paved construction entrance $13,500.00 rip -rap, placed depth $0.00 width survey and layout (price per 0.1 mi.) acres mobilization stream crossing (computed independently) No. Unit Unit Cost Cost Oft (installed) Oft 12.0 acres $S.ocouo $60,000.00 2700.0 ft $5.00 $13,500.00 ft $5.00 $0.00 1940 ft $13.00 $25,220.00 0 ft $0.00 $0.00 0 0 O ft width O ft 0 Oft wdth Oft 0 ft channel width O ft 1 1 1 0 0 ft length 0.0 ft 0.0 (tons) 0 tons 12 traps and basins 6 $13.00 $9,945.00 $50.00 $690.00 $13.00 $5,408.00 $50.00 $1,035.00 $13.00 $18,356.00 $50.00 $865.00 $13.00 $8,645.00 $50.00 $1,035.00 $13.00 $3,614.00 $50.00 $405.00 $13.00 $3,172.00 $50.00 $460.00 Woo $200.00 $0 $0.00 $200.00 $0 $50.00 $0 $100.00 $0.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $3.500.00 $0.00 $60.00 $0.00 $9,000.00 $500.00 $0.00 4/30/2014 Project Name: Keswick Club - Driving Range Improvements WPO file number: WPO201400020 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost Cost Number installed cost sum $165,850.00 praj mgmt $24,877.50 contingency $19,072.75 Total $209,810 4/30/2014 Internal Uae Only 76_ Date Received: f, i " lee Paid: WMI StVolltai Received by: ARM Intake: Forward to Management Analyst ��t'IFiCaiNt�� BOND ESTIMATE REQUEST APPROVED PROJECT PLAN TITLE: (Title on the approve plan f which the estimate will be prepared.) e.,�(CI' J170 All parcels in the project, including any off-site work if easements are not provided,and current owners. Use a separate sheet if more owners are required.Owner and tax map information must be correct,and plans must be approved prior to bond estimates being prepared. TAX MAPs/PARCEI,s��r°' OWNER'S NAME: OA* LL �- 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: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: The requested estimates are; Ly'Erosion&Sediment Control per Water Protection Ordinance section 17-207 ❑ Stormwater Management per Water Protection Ordinance section 17-306 ❑ 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: eco IE'�Z A d� L../ WI ✓n. 4...ov✓1 OR REGULAR MAIL ADDRESS: t/211--4- TAB 80 _ , 'It Revised 11/1/2011