HomeMy WebLinkAboutWPO201400033 Bond 2014-04-17 (414°"r1-1%
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Erosion & Sediment Control
Preconstruction Conference Checklist
Name of Plan: ; ?/4 -
Plan No.: G�lO -zO//--f oo 3.3
Date: (./416 /7 201/
1) Copies of approved plan given to: Owner or Authorized Agent / Contractor z-
2) Have all the conditions been met? rE_S
3) Responsible Land Disturber: , j.iy/2,-- t. .c;41.2#,1
Cert./Lic.No.: 3S1,53 Type: �•G�
Address/Phone/Mobil Phone: 764 u'b ��� 2 4d, L/�
�it€4' L - lA ZZ2 Z_
fz3WW-z95-93-6-4.
4) Name of Prime Contractor:
Address/Phone/Mobil Phone:
Name of Subcontractor:
5) Persons in Attendance:
Name Firm
11/l�.f/i.6" TffiC/ fz //+'.Cilly/!7 ge.5 ,e,) O,
11--,#)72/7 � C 4u1 /�i�C .LI r L Gir/,t,�
(6) Date Permit Issued: � ; lle/i
(7) 1✓ 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 H,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•IAA-%.fl'T1n_ ..I'•_....I_ 11 . :__n ._._. • 1 '1n'1,111 J__
based on dotlititentation submitted by the owner that 04111001y demonstrates 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, 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.
(-`,
Notes: .(',Q - �,,. {:, f� c 1 °�.�--' ,� 4.
2 of 2
Revised 11/29/2011
1:\DEPT\Community Development\Forms\Inspections\Erosion Preconstruction Conf Checklist 11292011.doc
Ana Kilmer
From: Ana Kilmer
Sent: Tuesday, June 17, 2014 11:02 AM
To: 'Alan Taylor; Kenny Thacker; Max Greene
Cc: Esther Grace
Subject: FW: wpo-2014-00033-water protection ordinance plan - phase II for Rolkin Road Retail
Center
The permit and first year inspection fee has been paid. Please contact Kenny Thacker 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: Ana Kilmer
Sent: Tuesday, June 17, 2014 10:30 AM
To: 'Alan Taylor; Kenny Thacker; Max Greene
Cc: Esther Grace
Subject: wpo-2014-00033 -water protection ordinance plan - phase II for Rolkin Road Retail Center
The$30,000 water protection performance bond has been posted and approved (erosion only). The permit and first
year inspection fee has not been paid.
The$53,000 subdivision/road performance bond-water and sewer has been posted and approved.
Thanks
NOTE: Alan—I checked my mailbox this morning.The$130 permit and first year inspection fee has not been received.
Ana D. Kilmer
Management Analyst
County of Albemarle
Community Development Department
401 McIntire Road
Charlottesville,VA 22902
434-296-5832
akilmer@albemarle.org
Project Name: Water Protection Ordinance Plan - Phase II for Rolkin Road Retail Center
WPO file number: WP0201400033
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
stabiizffiirn (PS, TS)
silt fence (SF)
safety fence (SAFE
diversion (DD, FD, RW D)
temporary slope drain (TSD)
earthwork for traplbasin
structures for basin
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
channel (SCC, matted)
check dam
construction 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)
(total fill volume)
length of spillway
width of spillway
near height
elser diameter
barrel length
barrel diameter
length
length
depth in channel
rip -rap, placed depth
width
survey and layout (price par 0.1 mi.) acres
mobilization
stream crossing (computed independently)
0 ft
pipe diameter
0 in
4 ft
at at high side
2 ft
2 ft
cut at face
2 ft
150 ft
legth of cut
65 ft
4 ft
width of cut
5 ft
16 of
(area below transition)
16 st
6 ft
(total width of cut)
13 ft
21f
(depth below transition
04
4 sf
(area above transition:
0 sf
111 1 cy
(total fill volume)
431 cy
6 ft
(TOAL CY estimate)
126 cy
20 ft
Isplllway stone tons)
6.9 tons
Oft
0 in
i,. unit price)
$0.00
0 It
base plate a Win
0
0 i
(La,i el unit price)
$0.00
barrel collars
0
baffle length
0 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
'o!i
0 tons
1.34
traps and basins
1
1.3 acres
$5.000.00
$6,700.00
500.0 ft
$5.00
$2,500.00
0.0 ft
$5.00
$0.00
320 ft
$13.00
$4,160.00
1 $2,000.00
$000
$0.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
0 $100.00
$0.00
6 $200.00
$1,200.00
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
4 M
4/30/2014
$1,170.00
$500.00
$0.00
cost sum
$23,713.00
praj mgmt
$3,556.95
contingency
$2,727.00
Total
$30,000
4/30/2014