HomeMy WebLinkAboutWPO201500034 Bond Reduction 2016-10-19 STORMWATER MANAGEMENT CONTROL PERFORMANCE BOND REDUCTION
PROJECT NAME: qI42 11 Mb(t. 5ed-i on k Z 6 r k4)A int% t 4 ?-lb E 5c+ 50/ 1 Pk-)
PLAN/PERMIT NO. )PO aolS.• 00039
DATE: {- t9 Zv
This project has been partiaRy completed and the stormwater management control performance bond
may be reduced to: $ 31 ?3
Current amount= $ 7 Y, aoo
(A.,,(A.te)4
Erosion Control Inspector
Cc: Ana Kilmer
I\DEPT\Community DevelopmentWorms\InspectionsSSTORMWATER CONTROL PERFORMANCE BOND REDUCTION FORM REVISED 2 20 2014 doc
•
EROSION CONTROL PERFORMANCE BOND REDUCTION
PROJECT NAME: 66-11MO(1 3.c;0•A kaA. � f' $ L44 rY�
PLAN/PERMIT NO. vJ-Pt, `A G I S - _S 41
DATE: (q , a (
This project has been partially completed and the erosion control performance bond may be
reduced to: $ 6-6.)/ 6117
Current amount= $ a-/t%) A-0
Erosion Control Inspector
Cc: Ana Kilmer
1:\DEPTTCommunity DevelopmentWorms\Inspections\EROSION CONTROL PERFORMANCE BOND REDUCTION FORM REVISED 2 3 2011.doc
Jonney Otto
From: Jeremy W. Swink <SwinkJW@stanleymartin.com>
Sent: Tuesday, October 18, 2016 8:32 AM
To: Jonney Otto
Cc: John A. Kessler; Scott Collins
Subject: FW: bond reduction for Glenmore K2B
Importance: High
Jonney—I hope you are doing well. Thank you for working with us on the reduction.
I was reading the email chain below and the contingency calculation doesn't appear to be correct... Shouldn't the
contingency remain a percentage of the total bond held? I have done this in many other localities and contingency
remains 10-15% in spite of reductions. It looks like you are proposing to hold almost 50%on the E&S bond. What has
changed? Candidly, other Albemarle County projects I have done reduce contingency proportionally with the bond
amount.
I believe the following should represent the new bond totals:
Current% Current Bond Less Percent
Current Bond Contingency(Current) Contingency Contingency Reduction New Bond (I(
SWM $ 74,200.00 $ 6,744.75 9.09% $ 67,455.25 50% $ 33,727.63
E&S $ 270,920.00 $ 24,628.95 9.09% $ 246,291.05 80% $ 49,258.21
The method you are proposing adds contingency to the contingency... Need to get this figured out. I am OK with a
higher contingency percentage than 9%, but 50% is crazy.
From: Jonney Otto <jotto@albemarle.org>
Date: Mon, 17 Oct 2016 21:11:19 +0000
To: jakyells@aol.com<jakyells a,aol.com>
Subject: RE: bond reduction for Glenmore K2B
John, I found an error while submitting the bond reduction on K2B. I have the reductions shown correct though I didn't
add the exiting contingencies back to the totals for both E&S and SWM bonds.
I will add them back to the total remaining bond amounts
Glenmore K2B
Currently applied Percent reduced
Storm Water Bo d- 74,200 -$33,723.50 50%
Erosion &Sedi ent-$270,92 - 19
ar
V/p (�n
New bond amounts Contingency irk Corrected total �0`�o k°1`` l0 (-to
Storm Water- 24 $6,744.75 3;051. $40,468.75 31311
Erosion &Sediment $49,258. $24,628.95 7 8 v $73,886.95 5 1i 1$y t.I'q 115 g
1 Wt.
4` i "a.
I apologize John, I did leave off that last important figure. I have not changed the amount of reduction applied (SW-50%,
E&S-80%) I just cannot apply a reduction to the Contingency portion of the bonds.
From:jakyells@aol.com [mailto:jakyells@aol.com]
Sent: Monday,October 17, 2016 4:54 PM
To:Jonney Otto<jotto@albemarle.org>
Cc:Jeremy Swink<SwinkJW@stanleymartin.com>
Subject: Re: bond reduction for Glenmore K2B
Thank you Jonney!
John Kessler
Better Homes & Gardens RE III
From: Jonney Otto <jotto cr albemarle.org>
Date: Mon, 17 Oct 2016 20:50:26 +0000
To:jakyells c@i,aol.com<iakyells cr,aol.com>
Subject: RE:bond reduction for Glenmore K2B
On Glenmore K2B E&S bond, I just can't release the full amount until all of the Stormwater requirements are met. So if
there is a disturbed area created while repairing a SWM basin the E&S would cover it.
I will get out to Glenmore K2C with the plans this week for a quick review.
From:jakyells@aol.com [mailto:jakyells@aol.com]
Sent: Monday, October 17, 2016 11:34 AM
To:Jonney Otto<jotto@albemarle.org>
Cc:Jeremy Swink<SwinkJW@stanleymartin.com>
Subject: Re: bond reduction for Glenmore K2B
Jonney,
Could you generate a list of what needs to be completed to satisfy the Glenmore K2B E& S bonds.
Don't forget to look at K2C for a possible bond deduction.
Thank you for all your help.
John Kessler
Better Homes& Gardens RE III
From: Jonney Otto<iotto a albeinarle.org>
Date: Mon, 17 Oct 2016 14:47:39 +0000
To:jakyells(Zaol.com<jakyellsgu,aol.com>
Subject: RE: bond reduction for Glenmore K2B
I will have it today
2
From: iakvells@aol.com [mailto:iakvells@aol.com]
Sent: Monday,October 17, 2016 10:38 AM
To:Jonney Otto<iotto@albemarle.org>
Cc:Jeremy Swink<SwinkJW@stanleymartin.com>
Subject: Re: bond reduction for Glenmore K2B
Please submit.
John Kessler
Better Homes & Gardens RE III
From: Jonney Otto <jotto(a,albemarle.org>
Date: Mon, 17 Oct 2016 14:33:39+0000
To: John Kessler<jakyells@aol.com>
Subject: bond reduction for Glenmore K2B
Good morning John,
I have finial review those bonds for K2B
Currently Reduction applied Percent reduced
Storm Water Bond-$74,200 -$33,723.50 50%
Erosion &Sediment-$270,920 -$197,031.49 80%
New bond amounts
Storm Water-$33,724
Erosion &Sediment-$49,258.0
I have not submitted the reduction yet,just wanted to run them by you first. Let me know if I should proceed or if you
have any questions
Jonney Otto
Albemarle County
Engineer Inspector II
Cell 434.981.5154
3
Glenmore -Section K2B - Phase B, Lots 1 & 7-16 ESC &SWM Plan
WPO file number:2015-00034
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number
(installed)
42 barrel length 40 ft base plate or fdn 1 $200.00 $200
43 barrel diameter 18 in .. $1,600.00
44 barrel collars 2 $200.00 $400
45 baffle length 50 ft $50.00 $2,500
46 silt fence inlet protection(IP) 0 ' .. $0.00
47 stone inlet protection(IP) 0 C $0.00
48 outlet protection(sediment/ED basin#2)length 13 ft width,Ave 9.5 ft 1 $555.75
49 outlet protection(sediment/ED basin#3)length 19 ft width,Ave 14 ft 1 $1,197.00
50 channel(SCC,matted) length 260 ft width(inc 1:1 slopes) 7.66 ft $2,589.08
51 check dam depth in channel 0 ft channel width 0 ft 0 . $0.00
52 construction entrance(CE) $0.00
53 wash rack 1 $2,000.00
54 paved construction entrance 1 $3,500.00
55 np-rap,placed depth 2 ft length 260 ft
56 width 7.66 .) . $13,742.04
57 survey and layout(price per 0.1 mi.) acres 9.8 traps and basins 2 $5,900.00
58 mobilization
$500.00
59 stream crossing(computed independently) $0.00
cost sum $214,164 77 10, yZl Cr 3-0 '
janderson-071615 proj mgmt $32,124.72
contingency $24,628.95
ESC_bond_Glenmore-Section K2B-Phase B,Lots 1&7-l6 ESC&SWM Plan cv.
Total $270,920 Ch,5 0‘,• '
I. itl
15) 14
oIN
C\'
� sS
7/16/2015
Glenmore -Section K2B - Phase B, Lots 1 & 7-16 ESC &SWM Plan
WPO file number: 2015-00034
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number
(installed)
1 stablization(PS,TS) 9.8 acres $49,000.00
2 tree protection 0 ct. 0 ft $5.00 $0.00
3 silt fence(SF) 400 ft • _ $2,000.00
4 PERMANENT 4 x BOARD fence(Basins Estim,Lowe's-7/15/15-6"a 6"a 8'post($30.57/ea);2"x 6"x 10'board($8.17/ea). Posts,10'C 780 ft $5,990.40
5 PERMANENT GATE(Ex.Detention basins 2&3) FENCE Material+60%(Material as)Labor. GATE,Estim=insta 2 ea $1,000.00
6 diversion(DD,FD,RWD) 940 ft $12,220.00
7 temporary slope drain(TSD) pipe length 0 ft pipe diameter 0 in $0.00
8 earthwork for trap/basin(basin#2)
9 height of dam at toe 7 ft cut at high side 20 ft
10 height of fill at face 1 ft cut at face 6 ft
11 length of dam 230 ft length of cut 200 ft
12 top width 10 ft width of cut 49 ft
13
14
15
16
17
18 length of spillway 30 ft ._ _ $13.00 $85,111 00
19 width of spillway 20 ft $50.00 $1,725.00
20 structures for basin
21 riser height 9.75 ft
22 riser diameter 24 in $487.50
23 barrel length 64 ft base plate or fdn 1 $200.00 $200
24 barrel diameter 18 in . $2,560.00
25 barrel collars 2 $200.00 $400
26 baffle length 20 ft $50.00 $1,000
27 earthwork for trap/basin(basin#3)
28 height of dam at toe 7 ft cut at high side 10 ft
29 height of fill at face 7 ft cut at face 4 ft
30 length of dam 60 ft length of cut 100 ft
31 top width 10 ft width of cut 30 ft
32
33
34
35 •
36
37 length of spillway 20 ft $13.00 $15,587.00
38 width of spillway 30 ft $50 00 $1,725.00
39 structures for basin
40 riser height 9.5 ft
41 riser diameter 24 in
$475.00
7/16/2015
.. -7
11.1
Glenmore -Section K2B - Ph a B, Lots 1 8 7-16 ESC 8r'SWM Plan
WPO file number:2015-00034
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number (installed)
1 stablization(PS,TS) 9.8 acres $49,000.00
2 tree protection 0 ct. 0 ft $5.00 $0.00
3 silt fence(SF) 400 ft $2,000.00
4 PERMANENT 4 x BOARD fence(Basins Estim,Lowe's-7/15/15-6"x 6".8'post($30 57/ea),2"x 6"x 10'board($8.17/ea). Posts,10'C 780 ft $5,990.40
5 PERMANENT GATE(Ex.Detention basins 2&3) FENCE Material+60%(Material as)Labor. GATE,Estim=insta 2 ea $1,000.00
6 diversion(DD,FD,RWD) 940 ft • $12,220.00
7 temporary slope drain(TSD) pipe length 0 ft pipe diameter 0 in
$0.00
8 earthwork for trap/basin(basin#2)
9 height of dam at toe 7 ft cut at high side 20 ft
10 height of fill at face 1 ft cut at face 6 ft
11 length of dam 230 ft length of cut 200 ft
12 top width 10 ft width of cut 49 ft
13 ,.,:ove tra'sd,cnj below transition
14 (tjtat ,.rah Of darn) i ft 0otai width of ctut. 101 ,t
15 'height bctow-:cnsltten) u ft ,der:^beio'r,transitio 14`t
16 ;area below trans;r'on} 0, sf (area aro,e trans,aor 511 sf
17 itotal fill volumat , total 1,11 volume) 04$6 3 cr
18 length of spillway 30 ft ,TO-.t.CY estimate) 6547 c
Y $13.00 $85,111.00
19
width of spillway 20 ft (apitiv.ay stone tons) 34 6 tons $50.00 $1,725.00
20 structures for basin
21 riser height 9,75 ft
22 riser diameter 24 in imei unit price, 65C
$487.50
23 barrel length 64 ft base plate or fdn 1 $200.00 $200
24 barrel diameter 18 in $2,560.00
25 barrel collars 2 $200.00 $400
26 baffle length 20 ft $50.00 $1,000
27 earthwork for trap/basin(basin#3)
28 height of dam at toe 7 ft cut at high side 10 ft
29 height of fill at face 7 ft cut at face 4 ft
30 length of dam 60 ft length of cut 100 ft
31 top width 10 ft width of cut 30 ft
32 ,., ...,,r tra-Isd.c-nj :r„s,i .
33 ,-otai v;;d•i1 of dismt 14 tt •otal wrdtn at cut, 51 rt
34 (height below :ansd,on n ft (depth below transmo, 6 ,t
35 ;area f e!;.0 trensricn) b sf ,area crave trans.twn ; st
36 373.3 cy (total rill volume) 1074 I cy
37 length of spillway 20 ft (T0.,L C'r estimate) 11:9 ct $13.00 $15,587.00
38 width of spillway 30 ft (sp,llv,ay store.tons) 34 5 tans $50.00 $1,725.00
39 structures for basin
40 riser height 9,5 ft
41 riser diameter 24 in 1 ,.C;er,;pno.) j50 CC $475.00
7/16/2015
Glenmore -Section K2B - Phase B, Lots 1 & 7-16 ESC & SWM Plan
WPO file number:2015-00034
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number (installed)
42 barrel length 40 ft base plate or fdn 1 $200.00 $200
43 barrel diameter 18 in $1,600.00
44 barrel collars 2 $200.00 $400
45 baffle length 50 ft $50.00 $2,500
46 silt fence inlet protection(IP) 0 S100.00 $0.00
47 stone inlet protection(IP) 0 $200 00 $0.00
48 outlet protection(sedimenVED basin#2) length 13 ft width,Ave 9.5 ft 1 $555,75 $555.75
49 outlet protection(sediment/ED basin#3) length 19 ft width,Ave 14 ft 1 Si 197.00 $1,197.00
50 channel(SCC,matted) length 260 ft width(inc 1:1 slopes) 7.66 ft $2,589.08
51 check dam depth in channel 0 ft channel width 0 ft 0 J0 00 $0.00
52 construction entrance(CE) S2.000.00 $0.00
53 wash rack 1 $2.0'0,00 $2,000.00
54 paved construction entrance 1 S3,500 00 $3,500.00
55 rip-rap,placed depth 2 ft length 260 ft
56 width 7.66 .._ " `e0.00 $13,742.04
57 survey and layout(price per 0.1 mi.) acres 9.8 traps and basins 2 $5,900.00
58 mobilization $500.00
59 stream crossing(computed independently) $0.00
cost sum $214,164.77
janderson-071615 proj mgmt $32,124.72
contingency $24,628.95
ESC_bond Glenmore-Section KM-Phase B,Lots I&7-16 ESC&SWM Plan
Total $270,920
7/16/2015
Ana Kilmer
From: John Anderson
Sent: Thursday,July 16, 2015 10:52 AM
To: Ana Kilmer
Cc: Michelle Roberge
Subject: WPO201500034 - Glenmore - Section K2B - Phase B, Lots 1 &7-16 ESC & SWM Plan -
ESC, SWM bond estimates (TMP 93A5-1)
Attachments: SWM_bond_Glenmore - Section K2B - Phase B, Lots 1 &7-16_071615.xlsx;
SWM_bond_Glenmore - Section K2B - Phase B, Lots 1 &7-16_071615.pdf;
ESC_bond_Glenmore - Section K2B - Phase B, Lots 1 &7-16_071615.pdf;
ESC_bond_Glenmore - Section K2B - Phase B, Lots 1 &7-16_071615.xlsx
WPO bond estimates: Glenmore- Section K2B -Phase B,Lots 1 & 7-16 ESC & SWM Plan
Ana,thanks for your patience.
Michelle, we will miss you so :(
Confirm parcel ID TMP#93A5-1
-x3069
1
Glenmore-Section K2B-Phase B, Lots 1 &7-16 ESC&SWM Plan
WPO file number:2015-00034
Stormwater Management Plan Bond Estimate
BASIN 2-Extended Detention
Item Item No. Unit Unit Cost Cost
Number (installed)
47 mobilization $SW 00
48 as-built drawings(per facility) 1 ea $2,000.00 $2,000 00
49 materials testing(per facility) 1 ea $2,000.00 $2,000.00
50 compaction testing(per dam)
1 ea $5,000.00 $5,000.00
51 gabion baskets(basin#2) depth 4 ft length 28 ft
52 L=14'.2(two forebay spillway str.) width 5
- $1,932.00
53 gabion baskets(basin#3) depth 4 ft length 20 ft
54 L=10'n 2(two forebay spillway str.) width 5
Srf700 i-
cost mgmt $58,650.00
c( `` c ,,,S
mdcsan 071615 proj mgmt $8,797.50 \ S^'
SWM_toad_Glenmme-Sectimx2B-PhaseB,Loisldt7-1607151i contingency $6,744.75 4 s 33,b
Total $74,200 Lio,S`1-. Z�
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7/16/2015
Glenmore-Section K2B-Phase B, Lots 1 &7-16 ESC &SWM Plan
WPO file number:2015-00034
Stormwater Management Plan Bond Estimate
BASIN 2-Extended Detention
hem Item No. Unit Unit Cost Cost
Number
Jinstalledl
1 permanent diversion or ditch 0 ft $13.00 $0.00
2 matting,EC-2 or 3 0.0 ft L 0.0 ft W 0.0 sy $2.00 $0.00
earthwork for trap/basin-(covered under ESC'estimate,geometry virtually identical)
3 height of dam at toe 0 ft cut at high side 0 ft
4 height of fill at face 0 ft cut at face 0 ft
5 length of dam 0 ft length of cut 0 ft
6 top width O ft width of cut 0 ft ,
7
9 - _ - .�
11 �. r:
12 length of spilway 0 ft
$13.00 $0.00
13 width of spillway 0 ft $50.00 $0.00
14 trees (ESC estimate spillway stone=SWM bawl spolw av stone) 0 ea 5150.00 $0 00
15 shrubs 0 ea $50.00 $0.00
16 seedlings 0 ea $5.00 $0.00
17 underdrain(LF) 0 ft $5.00 $0.00
18 baffler soil mix(CY) 0 cy $38.00 $0.00
19 trash rack/anti vortex devices 1 ft $1,500.00 51,500.00
20 maintenance access road(LF) 0 ft $50.00 $0 00
21 rip-rap,placed depth 0 ft length 0.0 ft
22 width 0.0 (tons) 0 $60.00 $0.00
23 survey and layout(price per 0.1 mi.) acres 0.6 basins 1
$800.00
24 mobilization 5500.00
25 as-bulk drawings(per facility) 1 ea $2,000 00 52,000.00
26 materials testing(per facility) 1 ea $2,000.00 52,000.00
27 compaction testing(per dam) 1 ea $5,000.00 55,000.00
•
BASIN 3-Extended Detention
28 permanent diversion or ditch 0 ft $13.00 $0.00
29 matting,EC-2 or 3 0.0 ft L 0.0 ft W 0.0 sy $2.00 $0.00
earthwork for trap/basin-(covered under ESC.0onatc+2/r/.Flax width S1-13=30'flax«idth Ex.Dnicn hxvn#3=44'f)
30 height of dam at toe 0 ft cut at high side 0 k
31 height of fill at face 0 ft cut at face 0 ft
32 length of dam 0 ft length of cut 0 ft
33 top width 0 ft width of cut 0 ft
34
35 •.
38
37
38 • .
39 length of spilway 0 ft $13.00 53,120.00
40 shrubs 0 ea $50.00 $0.00
41 seedlings 0 ea $5.00 $0 00
42 underdrain(LF) 0 ft $5 00 $0.00
43 biofiker soil mix(CY) 0 cy $38.00 $0.00
44 trash rack/anti vortex devices 1 ft $1,500.00 $1,500.00
45 maintenance access road(LF/total,both basins) 640 ft $50.00 $32,000.00
46 survey and layout(price per 0.1 mi.) acres 0.46 basins 1 S730.00
7/16/2015
Glenmore-Section K2B-Phase B,Lots 1 &7-16 ESC&SWM Plan
WPO file number:2015-00034
Stomiwater Management Plan Bond Estimate
BASIN 2-Extended Detention
Item Item N�L j at Unit Cost (
Number
Jinstalledl
1 permanent diversion or ditch
0 ft $13.00 $0.00
2 matting,EC-2 or 3 0 0 ft L 0 0 ft W 0.0 sy $2 00 $0 00
earthwork for trap/basin-(covered under ESC estimate;geometry virtually identical)
3 height of dam at toe 0 ft cut at high side 0 ft
4 height of fill at face 0 ft cut at face 0 ft
5 length of dam 0 ft length of cut 0 ft
6 top width O ft width of cut O ft
7
8
9
10
11
12 length of spillway 0 ft $13.00 $0 00
13 width of spillway 0 ft $50 00 $0.00
14 trees (ESC esumate spillway stone=SWM balm spillway stone) 0 ea $150.00 $0.00
15 shrubs 0 ea $5000 $0.00
16 seedlings 0 ea $5.00 $0.00
17 underdrain(LF) 0 ft $5 00 $0 00
18 biofilter soil mix(CY) 0 cy $38.00 $0.00
19 trash rack/anti vortex devices 1 ft $1,50000 $1,500.00
20 maintenance access mad(LF) 0 ft $50.00 $0.00
21 np-rap,placed depth O ft length 0 0 ft
22 width 0.0 (tons) 0 $60.00 SO 00
23 survey and layout(price per 0.1 rni) acres 0.6 basins 1 $800 00
24 mobilization $ 00
25 as-built drawings(per facility) 1 ea $2,000 00 $2,000 00
26 materials testing(per facility) 1 ea $2,000 00 $2,000.00
27 compaction testing(per dam) 1 ea $5,000.00 $5,000.00
BASIN 3-Extended Detention
28 permanent diversion or ditch
0 ft $13 00 $0.00
•
29 matting,EC-2 or 3 0.0 ft L 0 0 ft W 0.0 sy $2 00 $0 00
earthwork for trap/basin-(covered under ESC esnmete+20%.Floor width SB3-30',floor width En Dean boon#3-44't)
30 height of dam at toe 0 ft cut at high side 0 ft
31 height of fill at face 0 ft cut at face 0 ft
32 length of dam 0 ft length of cut 0 ft
33 top width 0 ft width of cut 0 ft
34
35
36
37
38
39 length of spillway 0 ft
51300 $3,120.00
40 shrubs 0 ea $50.00 $0.00
41 seedlings 0 ea $5 00 $0 00
42 underdrain(LF) 0 ft $5 00 $0 00
43 biofilter soil mix(CY) 0 cy $38 00 $0.00
44 trash rack/anti vortex devices 1 ft $1,500.00 $1,500.00
45 maintenance access road(LF/o(�I,both basins) 640 ft $50 00 $32,000 00
46 survey and layout(price per 0 1 mi.) acres 0 46 basins 1 $730.00
7/16/2015
Glenmore-Section K2B-Phase B,Lots 1 &7-16 ESC&SWM Plan
WPO file number:2015-00034
Stormwater Management Plan Bond Estimate
BASIN 2-Extended Detention
Item Jim UP.Ulaft Unit cast
Number
!installed)
47 mobilization $500 00
48 as-built drawings(per facility) 1 ea $2,000.00 $2,000.00
49 materials testing(per facility) 1 ea $2,000.00 $2,000 00
50 compaction testing(per dam) 1 ea $5,000 00 $5,000.00
51 gabion baskets(basin*2) depth 4 ft length 28 ft
52 L=14's 2(two forebay spillway str) width 5 - $1,932 00
53 gabion baskets(basin*3) depth 4 ft length 20 ft •
54 L=10'•2(two forebay spillway str.) width 5 - $1,380.00
cost sum $58,650.00
Prel rngmt $8,797.50
landerson_071615 contingency $6,744.75
SWM bind Glenmare-Sanm K2B-Phase B,Las 1&7-16 071515
Total $74,200
•
7/16/2015
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E.KM EVIDENCE OF THE WATER QUALM raFATMENT,WASEK O°ALiry • \ '> .\ �� �/ �/ �Tl� CM
ouawlS.DETETIONCsuL�uCE,ELESSE SEE TEMSHEETANOTEE Generaica¢trection naes for Stormwater Management Plans \ �'� "!� // // �� r 1. / �T /i /% /// I,rr ( /�._ �F}�`-��_���
DETAILS All dams and constructed fill to be within of maximum dry den `] \��� / 1/ / � / / / II 2- -I
PLEASE NOTE THE SOIL MOON°TIE SPILLWAYS ARE TORE AGg GOMPACIVM and RRe of opts ISMe content All Rl9matenal to be approved by I /�/ \ • / /��W /\, / / •, ;/`,,' /" I / - / i /�//^I l!I I 11 �� --
usGOREMOMOMSRENCH.THEEVER SNLLWAvs •geotech engineer Ageotechncal engineer b to be present during/ / "\\\\�\\����s / /�/ / /. /r• 1 1 I 1 \
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MOELMOS*,MAANw Puce FOR AS LONG As 3 Fort POr ry sed o,OM.ar basin.whkh arc to be couvm-M0 to / 1/ /�rl) 4',
POSSIBLE WLMALLISTRUCTION permanentstorm ter management facilities,conversion is not to take // / f�� �/ / CHAN R�,�7°1rt, J I I I I E° AS SHOW
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