HomeMy WebLinkAboutWPO201400004 Bond 2014-02-03 Acgkr
Request for Pre-construction Meeting and Grading Permit "':
from Albemarle County .( fi
Approved Plan Number: WPO- 2,0 t4 - 6) yc''�I-•
Approved Plan Name: CAL 1 "T(' rte- (,t"t-L�t 2'0 L-6'1 P57-64- 11J;)
m, c -lid 144,..1
(Plans must be approved prior to a pre-construction meeting.)
Bond approved date:
(Bonds must be approved and posted prior to a pre-construction meeting or permit.)
Responsible Land Disturber:
Print Name: L-C; `3-1— f5r A'ix)t;A `vi ' 4-6 L- D i L-C
State Certification Number: ZO is <-y
Address 2-)-f") -- Pt i 61ele, :f
City V V y State Zip
Daytime Phone( ) 1 71 c-. E-mail C '1'a }t L i")t Lt....1'\-47- ( c AA,
Primary Contractor: 6 �1
Print Name A 6 1)1 Lc/4( t
Address 2 Y ) IL rma
79 J,
City Vi-<-1 / State (,l Zip ��'`--- 7T
Daytime Phone( ) 97 7 �`��<_ E-mail ` t-c l" r 4 l� i i <1-6 t 4. rile
Permit Issuance and First Year Maintenance Fees: (Request must include payment)
Total acres proposed to be disturbed is contained on the approved plan and application:
VSMP:
Acres to be disturbed Fee Due at Grading Permit
Less than 1 $63.80
I and less than 5 $594.00
5 and less than 10 $748.00
10 and less than 50 $990.00
50 and less than 100 $1,342.00
100 and more $2,112.00
For plans exempt from VSMP,VFSCP fees were paid with the application.
ect.U e ` 7/1/14. Revised: 8/29/14 Page 1 of 3
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Person(s) to attend the Pre-construction Meeting:
Names(type or print) Firm Contact Number or email
0177— ga405 i L .Atz-- tier, 1 r�,4 1 i�t..LAp c o-
"BILL L f c 1" -- P c i 0413E:.t 6 it i) -Al vt Q4,
Trukt. . )040 11--,/ DA\k— Z Liz le tc_1 )C ciorci-, e efilt
The second part of the application fee is required to be paid with this request. This fee amount is;
FOR OFFICE USE ONLY Permit Issued Date
By who',
7/1/14,Revised: 8/29/14 Page 2 of3
John Anderson
From: John Anderson
Sent: Thursday, October 02, 2014 9:33 AM
To: Ana Kilmer
Cc: Glenn Brooks
Subject: WP0201400004-Lickinghole basin fee-OTV, blocks 28-29B(&35A)
Ana,
WP0201400004(OTV, blocks 28-29B-35A) pro-rata contribution to Lickinghole regional basin =$6,382.18
Thanks for your patience.
Old trail block 29etc, 2 Oct 2014
Lickinghole Contribution computations
Cpost=0.50 table 4-3 on p.4-20 of VSMH Vol.2
Cpre=0.32 uniform for entire watershed, not based on individual site condition
A= 11.1 acres A=_11.0846—ref SDP201400119 FPT(blocks 28,29B, 35A)
!pre=4.5 tc of 15 min.App.4C VSMH Vol.2
'post=5.4 tc of 10 min.
Qpre=Cpre*Ipre*A--- (0.32)(4.5)(11.1)= (1.44)(11.1)
Qpost=Cpost*Ipost*A---(0.50)(5.4)(11.1) = (2.7)(11.1)
Qdiff=Qpost-Qpre : (1.26)(11.1)= 13.97cfs
Qdiff=_13.97 [Qdiff/A=_1.26, should average around 1.25cfs/acre
R=456.96$/cfs BOS Policy recovery rate(last updated 16 Jan 2014)
R*(Qdiff)=_6382.18$
John E.Anderson,PE Civil Engineer II
Department of Community Development I County of Albemarle,Virginia
401 McIntire Road I Charlottesville,VA 22902
434.296.5832 ext.3069
1
Project Name: Old Trail Village Blocks 28 & 29B, Erosion Control and Stormwater Management Plan
tree protection
21 ct.
WPO file number: WP0201400004
1050 ft
$5.00
27
silt fence inlet protection (IP) -L /50 =1050
Erosion and Sediment Control Bond Estimate
$100.00
28
stone inlet protection (IP)
41
Item Item
29
outlet protection (OP) - Opt length, total
25 ft
No. Unit
Unit Cost
Cost
Number
channel (SCC, matted) -ST3 length
10 ft
width 6 ft
installed
31
wash rack
1 stablization (PS, TS)
2
$2,000.00
35.6 acres
$5,000.00
$178,000.00
2 silt fence (SF)
2
$3,500.00
33
5650.0 ft
$5.00
$28,250.00
3 safety fence (SAF)
34
mobilization
0.0 ft
$5.00
$0.00
4 diversion (DD, FD, RWD)
0 ft
$13.00
$0.00
5 earthwork for sediment basin ADJACENT
to O.T. drive (odd geometry; does not ft
trap -basin key) -plan sheet 11, W P0201400004
6
height of dam at toe
ft
cut at high side
ft
7
height of fill at face
ft
cut at face
ft
8
length of dam
ft
length of cut
ft
9
top width
ft
width of cut
ft
10
(area above transition)
sf
(area below transition)
sf
11
(total width of dam)
ft
(total width of cut)
ft
12
(height below transition)
ft
(depth below transition) -
ft
13
(area below transition)
sf
(area above transition)
sf
14
(total fill volume)
2974.0 cy
(total cut volume)
0.0 cy
15
length of spillway
0 ft
(TOAL CY estimate)
cy
$13.00
$38,662.00
16
width of spillway
0 ft
(spillway stone tons)
0 tons
$50.00
$0.00
17 structures for basin (SB #2)
18
riser height
7.5 ft
19
riser diameter (48, max DIA
48 in
(riser unit price)
$150.00 (48" max DIA) - x 2, to estim 60 "DIA
$1,125.00
20
riser diameter (48, max DIA
48 in
(riser unit price)
$150.00 (48" max DIA) - x 2, to estim 60 "DIA
$1,125.00
21
barrel length
0 ft
base plate or fdn
1
$200.00
$200
22
barrel diameter
0 in
(barrel unit price)
$0.00
$0.00
23
barrel collars
0
$200.00
$0
24
baffle length '
0 ft
$50.00
$0
restore end section and culvert end, slope, etc.
$5,000
25
26
tree protection
21 ct.
—50 -If material / tree
1050 ft
$5.00
27
silt fence inlet protection (IP) -L /50 =1050
1
$100.00
28
stone inlet protection (IP)
41
$200.00
29
outlet protection (OP) - Opt length, total
25 ft
width (mean) 21.5 ft
2 ft (D, OP;
$3,628.13
30
channel (SCC, matted) -ST3 length
10 ft
width 6 ft
31
wash rack
2
$2,000.00
32
paved construction entrance
2
$3,500.00
33
survey and layout (price per 0.1 mi.) acres
20.1
traps and basins 2
34
mobilization
cost sum
JEA- 9/10/14 proj mgmt
contingency
Total
$5,250.00
$100.00
$8,200.00
$3,628.13
$78.00
$4,000.00
$7,000.00
$11,050.00
$500.00
$292,168.13
$43,825.22
$33,599.33
$369,600
10/7/2014
I r • rlfr OnIY 7-61
A I/ K'
'Igoe
Dale Received: 2c/!l 1 1' Fee Pnld grO r Reeeivrd br:
•Intake: Forward to Management Analyst
REQUEST TO ESTABLISH A BOND
APPROVED PLAN # N,\l?O 2,6 I ZOO b `-
PROJECT NAME: (L,n ) f*L,4 lx- >C =Vii ...: 2.95 f)
(As listed on the approved plan) 17T I ,04--i --72.- ir.9-0J-46(mEear )76, fin)
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/PARCELs: 55C-01 -4LOWNER'S E: 7�I Atz-c-A J' 1�.✓ a GE
SIGNATURE: %j, � date: 8',201/y
TAX MAPs/PARCELs: OWg'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:
NOTE: if ownership of the property is in the name of any type of legal entity or organization
including,but not limited to the name of corporation,partnership, limited liability company,
trust,association,etc.,documents acceptable to the County must be submitted certifying that
the person signing above has the authority to do so.
The requested estimates are;
❑ VESCP Erosion&Sediment Control per Water Protection Ordinance section 17-207; $0 fee
VSMP Erosion and Sediment Control,Stormwater Management and Mitigation per Water
Protection Ordinance section 17-208;$250 fee required
El Subdivision(roads,drainage, etc.)per Subdivision Ordinance section 14-435;
&Water&Sewer per Subdivision Ordinance section 14-435;$250 fee required
A bond estimate will be prepared by the plan reviewer. The estimate must be sent to the owner. Please provide
contact information.
I /1 �a CG lt- cnS�t cCGJ .
EMAIL:cjA, -q Did'�(A.d i vi 114_3, G�:III'� �}I q:SF C
OR REGULAR MAIL ADDRESS:
t_s_Atio
Revised 6/20/2014 '
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