20081155 Ver 2_More Info Received_20090724

NC U S
Planning • Design • Engineering
LETTER OF TRANSMITTAL
Date: July 23, 2009
To: Joseph Gyamfi
North Carolina Department of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Project # 03-09.4
Re: Kellswater Commons - Stormwater Management Plan
Please find attached:
r=@ f.-
JUL 2 4 2009
? 2 Sets 30 - 24"x36" Stormwater Management Plan
? 2 Copies 8 - 8.5"x11" Wet Detention Basin _ Pond # 1 - Operation and Maintenance Agreement
? 2 Copies 8 - 8.5"x11" Wet Detention Basin _ Pond # 2 - Operation and Maintenance Agreement
? 2 Copies 8 - 8.5"x11" Wet Detention Basin - Pond # 3 - Operation and Maintenance Agreement
? 2 Copies 54 - 8.5'x11" Stormwater Management Plan - Supporting Calculations
? 1 Disc PDF Data Disc of Submission Packet
Comments:
Joseph,
I provided you two copies of the main portion of the SWM Plan Supporting Calculations. Since the
Appendix did not change please add the previous submitted Appendix to this submittal pack.
Thanks,
Adam
Please contact me if you have any questions or comments.
Sincerely,
• ocus Design, Inc.
Ada M. Nowocin, P.E.
[e-mail]
N•Focus Design, Inc.
P.O. Box 85 Kannapolis, NC 28082
Tel: [phone] Fax: [phone]
www.nfocusplanning.org

@ F v4a (Z"k U S
Planning • Design • Engineering
LETTER OF TRANSMITTAL
Date: July 23, 2009
To: Joseph Gyamfi
North Carolina Department of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Project # 03-09.4
Re: Kellswater Commons - Stormwater Management Plan
Please find attached:
? 2 Sets 30 - 24"x36" Stormwater Management Plan
? 2 Copies 8 - 8.5"x11" Wet Detention Basin _ Pond # 1 - Operation and Maintenance Agreement
? 2 Copies 8 - 8.5"x11" Wet Detention Basin _ Pond # 2 - Operation and Maintenance Agreement
? 2 Copies 8 - 8.5"x11" Wet Detention Basin - Pond # 3 - Operation and Maintenance Agreement
? 2 Copies 54 - 8.5"x11" Stormwater Management Plan - Supporting Calculations
? 1 Disc PDF Data Disc of Submission Packet
Comments:
Joseph,
I provided you two copies of the main portion of the SWM Plan Supporting Calculations. Since the
Appendix did not change please add the previous submitted Appendix to this submittal pack.
Thanks,
Adam
Please contact me if you have any questions or comments.
Sincerely,
N•Focus Design, Inc.
Adam M. Nowocin, P.E.
[e-mail]
•ocus Design, Inc.
. Box 85 anaolis, 28082
Tel: [phone] Fax: [phone]
www.nfocusplanning.org
N * F C U
Planning • Design • Engineering
Stormwater Management Plan
Supporting Calculations
Prepared For:
KELLSWATER COMMONS
City of Kannapolis, NC
Date: July 22, 2009
Revised: July 23, 2009
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P.O. Box 85 Kannapolis, NC 28082
Tel: [phone] Fax: [phone]
www.nfocusplanning.org
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TABLE OF CONTENTS
Overall Stormwater Management Overview 3
SWM / BMP Pond # 1 Average Depth of Wet Pond 4
SWM / BMP Pond # 1 Surface Area to Drainage Area Ratio 4
SWM / BMP Pond # 1 Max Impervious Cover 4
SWM / BMP Pond # 1 Temporary Pool Volume (TPV) 4
SWM / BMP Pond # 1 TPV Draw Down Orifice Sizing 4
SWM / BMP Pond # 1 Lenqth to Width and Flow Path Ratio 4
SWM / BMP Pond # 1 Pre-Development Runoff 5
SWM / BMP Pond # 1 Post-Development Pond By-Pass Pond Runoff 5
SWM / BMP Pond # 1 Post-Development Allowable Release Rate 5
SWM / BMP Pond # 1 Post-Development Pond Runoff 5
SWM / BMP Pond # 1 Post-Development Pond Routing 5
SWM / BMP Pond # 1 Structure Uplift Calculations 6
SWM / BMP Pond # 1 Outlet Protection Calculations 6
SWM / BMP Pond # 1 Hydrograph Summary Reports
SWM / BMP Pond # 2 Averaqe Depth of Wet Pond 7
SWM / BMP Pond # 2 Surface Area to Drainage Area Ratio 7
SWM / BMP Pond # 2 Max Impervious Cover 7
SWM / BMP Pond # 2 Temporary Pool Volume (TPV) 7
SWM / BMP Pond # 2 TPV Draw Down Orifice Sizina 7
SWM / BMP Pond # 2 Length to Width and Flow Path Ratio 7
SWM / BMP Pond # 2 Pre-Development Runoff
SWM / BMP Pond # 2 Post-Development Pond Runoff 8
SWM / BMP Pond # 2 Post-Development Pond Routing 8
SWM / BMP Pond # 2 Structure Uplift Calculations 9
SWM / BMP Pond # 2 Outlet Protection Calculations 9
SWM / BMP Pond # 2 Hydrograph Summary Reports
SWM / BMP Pond # 3 Average Depth of Wet Pond 10
SWM / BMP Pond # 3 Surface Area to Drainage Area Ratio 10
SWM / BMP Pond # 3 Max Impervious Cover 10
SWM / BMP Pond # 3 Temporary Pool Volume (TPV) 10
SWM / BMP Pond # 3 TPV Draw Down Orifice Sizing 10
SWM / BMP Pond # 3 Lenath to Width and Flow Path Ratio 10
SWM / BMP Pond # 3 Pre-Development Runoff 11
SWM / BMP Pond # 3 Post-Development Pond Runoff 11
SWM / BMP Pond # 3 Post-Development Pond Routi
11
SWM / BMP Pond # 3 Structure Uplift Calculations 12
SWM / BMP Pond # 3 Outlet Protection Calculations
12
SWM / BMP Pond # 3 Hydrograph Summary Reports
Overall Summarv 13
APPENDIX
USDA Hydrologic Soil Group Information A
SWM / BMP Pond # 1 Wet Detention Basin Supplement B
NCDENR Stormwater BMP Manual - Wet Detention Basin - Table 10-3 C
SWM / BMP Pond # 1 Pre-Development Runoff Hydrograph Reports D
SWM / BMP Pond # 1 Post-Development Pond By-Pass Runoff Hydrograph Reports E
SWM / BMP Pond # 1 Post-Development Runoff Hydrograph Reports F
SWM / BMP Pond # 1 Post-Development Pond Routing Hydrograph Reports G
SWM / BMP Pond # 1 Pond Report H
8.06a Rip-Rap Outlet Design Chart H
SWM / BMP Pond # 2 Wet Detention Basin Supplement
NCDENR Stormwater BMP Manual - Wet Detention Basin - Table 10-3
SWM / BMP Pond # 2 Pre-Development Runoff Hydrograph Reports K
SWM / BMP Pond # 2 Post-Development Runoff Hydrograph Reports
SWM / BMP Pond # 2 Post-Development Pond Routing Hydrograph Reports M
SWM / BMP Pond # 2 Pond Report N
Figure 8.06a Rip-Rap Outlet Design Chart N
SWM / BMP Pond # 3 Wet Detention Basin Supplement O
NCDENR Stormwater BMP Manual - Wet Detention Basin - Table 10-3 P
SWM / BMP Pond # 3 Pre-Development Runoff Hydrograph Reports Q
SWM / BMP Pond # 3 Post-Development Runoff Hydrograph Reports R
SWM / BMP Pond # 3 Post-Development Pond Routing Hydrograph Reports S
SWM / BMP Pond # 3 Pond Report T
Figure 8.06a Rip-Rap Outlet Design Chart T
3
Overall Stormwater Manaaement Overview
This is an approximately 88.5 Acre site being developed for mainly commercial use. Approximately 90.7
Acres will be mass graded during construction. The additional disturbed area takes into account the off-
site areas to be graded with in the Kannapolis Parkway Right-of-Way. The project has been divided into
three (3) drainage basins. Therefore, there will be three (3) stormwater management / bio-retention wet
ponds to accommodate the total site runoff for water quality and detention for this project. The bio-
retention wet ponds are to be designed to provide for a 90% removal rate of Total Suspended Solids
(TSS) which is greater than the minimum 85% required.
4
SWM / BMP Pond # 1
NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Step 1: Solve for Average Depth of Wet Pond (See Pond Report, Appendix H)
Avg. Depth = (Volume / Surface Area) _ (149,804 CF / 20,284 SF) = 7.39 FT
Step 2: Solve for Surface Area to Drainage Area Ratio.
SA/DA Ratio = [20,284 SF / (20.06 AC)(43560 SF/AC) ][100] = 2.32
Step 3: Solve for Max Impervious Cover (See Table 10-3, Appendix C)
Max Allowable Impervious Cover for the Wet Detention Basin Drainage Area= 70%
I Step 4: Solve for Temporary Pool Volume (TPV)
TPV = 49,510 CF Required (See Wet Detention Basin Supplement, Appendix B)
Total Volume Provided = 80,229 CF @ Elevation 672.50 (See Pond Report, Appendix H)
Step 5: Solve for TPV Draw Down Orifice (TPV shall draw down completely within two (2) to five (5) days)
H = 3.00 ft Q = (Co)(A)(2gH/3)
Co = 0.60 A = Trr2
Q = 0.2860 cfs (See Wet Detention Basin Supplement, Appendix B) D = 2r
g = 32.2 ft/s2
Solve for A:
A = Q / [Co(2gH/3)1/2] = 0.286 cfs / [0.60(2*32.2 ft/s2*(3.00 ft / 3)] = 0.0594 sf
Solve for r:
r = (A / Tr) 1/2 = (0.0594 sf / 3.1416)12 = 0.1375 ft(12 in / ft) = 1.65 in
Solve for D:
D = 2r = 2(1.65 in) = 3.30 in
Use 3.30 in Diameter Orifice
Step 6: Solve for Pond Length to Width Ratio and Flow Path Ratio
Pond Length= 294 FT Pond Width = (Surface Area / Length) _ (20,284 SF / 294 FT) = 69 FT
Length / Width Ratio = 294 FT / 69 FT = 4:1
Flow Path = 435 LF Flow Path Ratio = 435 FT 169 FT = 6:1
5
SWM / BMP Pond # 1 Pre-Development Runoff
DA: 21.99 AC Flow Path:
CN: 66 (Woods/Field) Elevation Difference: 91 FT
Tc: 23.30 min (Lag Method) Flow Length: 1,360 FT
Qj: 8.40 cfs Slope: 6.69%
Q10: 39.66 cfs
Q50: 69.70 cfs (See Appendix D for supporting calculations)
Q100: 84.44 cfs
SWM / BMP Pond # 1 Post-Development Pond By-Pass Runoff
DA: 1.93 AC
CN: 66 (Lawn)
Tc: 5.00 min (user)
Qi : 1.52 cfs
Q10: 6.36 cfs
Q50: 10.87 cfs (See Appendix E for supporting calculations)
Q100: 13.05 cfs
SWM / BMP Pond # 1 Post-Development Allowable Release Rate
Pre-Development - Post-Development = Post-Development
Runoff Pond By-Pass Runoff Allowable Release Rate
Qj: 8.40 cfs - 1.52 cfs = 6.88 cfs
QUO: 39.66 cfs - 6.36 cfs = 33.30 cfs
Q50: 69.70 cfs - 10.87 cfs = 58.83 cfs
Q100: 84.44 cfs - 13.05 cfs = 71.39 cfs
SWM / BMP Pond # 1 Post-Development Pond Runoff
Solve for CN: DA: 20.06 AC
Per Table 10-3 (App endix C) the max allowable Impervious is 70% CN: 88
Therefore: (20.06 AC)(0.70) = 14.04 AC Tc: 11.40 min
Description DA CN (See Storm Sewer 20-54 Tab, Appendix F)
Impervious 14.04 AC 98 Qj: 52.14 cfs
Grass/Lawn 6.02 AC 66 QUO: 110.22 cfs
Total 20.06 AC 88 Q50: 155.18 cfs
Q100: 175.68 cfs
(See Appendix F for supporting calculations)
SWM / BMP Pond # 1 Post-Development Pond Routin
Assume the Pond is Full at the Temporary Pond Elevation (TPE) 672.50
Storm Event Allowable Runoff Actual Runoff
1 Year: 6.88 cfs 4.41 cfs @ Elevation 674.55
10 Year: 33.30 cfs 28.43 cfs @ Elevation 676.45
50 Year: 58.83 cfs 47.20 cfs @ Elevation 677.59
100 Year: 71.39 cfs 53.97 cfs @ Elevation 678.18
(See Appendix G for supporting calculations)
6
SWM / BMP Pond # 1 Structure Uplift Calculations
Outlet Structure Dimensions: Riser Height = 6.25 ft
Outside Diameter = 4.83 ft
Inside Diameter = 4.0 ft
Base Diameter = 5.83 ft
Base Thickness = 2 ft
Orifice(s) = 1 x 24 in; 1 x 4 in; 2 x 8 in
Step 1: Assume Structure is fully submerged with each orifice blocked. Calculate Volume of
displaced water and corresponding uplift force.
Volume of Water Displaced by Structure = (6.25 ft)(Tr)(4.83 ft) + 4 + (2.0 ft)(rr)(5.83 ft) + 4 = 167.91 ft
Unit Weight of Water = 62.4 Ib/cf
Weight of Displaced Water (Uplift Force) = (167.91)(62.4 Ib/cf) = 10,478 lb
Step 2: Determine Weight of Structure.
Volume of Concrete = (6.25 ft)(Tr)(4.83 ft)'-. 4 - (6.25 ft)(rr)(4.0 ft)`-- 4 + (2.0 ft)(rr)(5.83 ft)'-, 4 = 89.37
Unit Weight of Concrete = 150 Ib/cf
Weight of Structure = (89.37 cf)(150 Ib/cf) = 13,406 lb
Step 3: Determine Factor of Safety (1.2 is the minimum required)
Factor of Safety = Weight of Structure / Uplift Force of Water
= 13,406 lb / 10,478 LB = 1.28
SWM / BMP Pond # 1 Outlet Protection Calculations
NCDENR Erosion & Sedimentation Control Design Manual
Determine outlet protection size and shape by using Figure 8.06a from the NCDENR Erosion &
Sedimentation Control Design Manual.
BMP Outlet FES # 1
Q10: 28.43 CFS (See Post-Development Pond Routing on Sheet 5)
d: 24 Inches d50: 0.60 FT
Do: 2.0 FT d5o(max): 0.90 FT
3Do: 6.0 FT T: 1.35 FT
La: 20.0 FT
W: 22.0 FT (See Figure 8.06a, Appendix H)
Hydrograph Summary Report Hydraflow Hydrographs by Intellsolve v9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) rime to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 8.403 1 730 38,659 -- -- - Pre-Development
2 SCS Runoff 1.512 1 719 3,531 - - --- -- ---- Post Pond By-Pass
3 SCS Runoff 52.14 1 720 126,884 -- ---- --- Post Pond Runoff
4 Reservoir 1.254 1 954 78,778 3 672.85 244,994 PPV Full
5 Reservoir 4.407 1 759 126,089 3 674.55 299,512 TPV Full
SWM - BMP # 1.gpw Return Period: 1 Year Thursday, Jul 16, 2009
Hyd rog rap h Summary Report Hydrallow Hydrographs by Intellsolve v9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(tuft) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cuff) Hydrograph
description
1 SCS Runoff 39.66 1 728 140,463 --- --- - --- Pre-Development
2 SCS Runoff 6.361 1 718 12,828 - - -- ----- Post Pond By-Pass
3 SCS Runoff 110.22 1 720 276,865 ---- ---- --- Post Pond Runoff
4 Reservoir 5.882 1 789 225,840 3 675.28 324,405 PPV Full
5 Reservoir 28.43 1 732 275,886 3 676.45 366,391 TPV Full
SWM - BMP # 1.gpw Return Period: 10 Year Thursday, Jul 16, 2009
Hydrograph Summary Report HydraflowHydrographsbyintelisoivev9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(tuft) Hydrograph
description
1 SCS Runoff 69.70 1 727 239,298 --- -?-- --- - Pre-Development
2 SCS Runoff 10.87 1 718 21,854 -- -? ----- Post Pond By-Pass
3 SCS Runoff 155.18 1 720 398,028 --- ---- - - Post Pond Runoff
4 Reservoir 34.14 1 733 345,287 3 676.63 373,151 PPV Full
5 Reservoir 47.20 1 731 396,955 3 677.59 409,898 TPV Full
SWM - BMP # 1.gpw Return Period 50 Year Thursday, Jul 16, 2009
Hydrograph Summary Report HydraflowHydrographsbyintellsolvev9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cuft) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 84.44 1 727 288,121 --- - -- - -- Pre-Development
2 SCS Runoff 13.05 1 718 26,313 -- - --- Post Pond By-Pass
3 SCS Runoff 175.68 1 720 454,258 --- ---- ---- Post Pond Runoff
4 Reservoir 38.94 1 732 400,966 3 677.32 399,149 PPV Full
5 Reservoir 53.97 1 731 453,144 3 678.18 433,243 TPV Full
SWM - BMP # 1.gpw Return Period: 100 Year Thursday, Jul 16, 2009
7
SWM / BMP Pond # 2
NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Step 1: Solve for Average Depth of Wet Pond (See Pond Report, Appendix N)
Avg. Depth = (Volume / Surface Area) _ (405,947 CF / 60,419 SF) = 6.72 FT
Step 2: Solve for Surface Area to Drainage Area Ratio.
SA/DA Ratio = [60,419 SF / (55.30 AC)(43560 SF/AC) ][100] = 2.51
Step 3: Solve for Max Impervious Cover (See Table 10-3, Appendix J)
Max Allowable Impervious Cover for the Wet Detention Basin Drainage Area= 75%
I Step 4: Solve for Temporary Pool Volume (TPV)
TPV = 145,519.44 CF Required (See Wet Detention Basin Supplement, Appendix[)
Total Volume Provided = 147,480 CF @ Elevation 685.60 (See Pond Report, Appendix N)
Step 5: Solve for TPV Draw Down Orifice (TPV shall draw down completely within two (2) to five (5) days)
H = 2.10 ft Q = (Co)(A)(2gH/3)
Co = 0.60 A = Trr2
Q = 0.5690 cfs (See Wet Detention Basin Supplement, Appendix 1) D = 2r
g = 32.2 ft/s2
Solve for A:
A = Q / [Co(2gH/3)112] = 0.569 cfs / [0.60(2*32.2 ft/s2*(2.10 ft / 3)] = 0.1412 sf
Solve for r:
r=(A/Tr)112=(0.1412sf/3.1416)"=0.212ft(12in /ft)=2.54 in
Solve for D:
D=2r=2(2.54 in)=5.08 in
Use 5.00 in Diameter Orifice
Step 6: Solve for Pond Length to Width Ratio and Flow Path Ratio
Pond Length= 484 FT Pond Width = (Surface Area /Length) _ (60,419 SF / 484 FT) = 125 FT
Length / Width Ratio = 484 FT / 125 FT = 4:1
Flow Path = 484 LF Flow Path Ratio = 484 FT / 125 FT = 4:1
8
SWM / BMP Pond # 2 Pre-Development Runoff
DA: 55.30 AC Flow Path:
CN: 69 Elevation Difference: 83 FT
Tc: 46.20 min (Lag Method) Flow Length: 2,355 FT
Qj: 17.82 cfs Slope: 3.52%
Quo: 72.10 cfs Description DA CN
Q50: 122.88 cfs Pasture (B Soils) 19.67 AC 61
Q1oo: 147.43 cfs Pasture (C Soils) 35.63 AC 74
(See Appendix K for supporting calculations) Total 55.30 AC 69
(See Appendix A for USDA Hydro logic Soil Group Information)
SWM / BMP Pond # 2 Post-Development Pond Runoff
Solve for CN: DA: 55.30 AC
Per Table 10-3 (Appendix J) the max allowable I mpervious is 75% CN: 91
Therefore: (55.30 AC)(0.75) = 41.47 AC Tc: 11.0 min
Description DA CN (See Storm Sewer 10-30, Appendix Q
Impervious 41.47 AC 98
Grass 13.83 AC 69 Qj: 161.94 cfs
Total 55.30 AC 91 Qio: 321.87 cfs
Q50: 444.47 cfs
(See Appendix L for supporting calculations) Qloo: 500.32 cfs
SWM / BMP Pond # 2 Post-Development Pond Routin
Assume the Pond is Full at the Temporary Pond Elevation (TPE) 685.60
Storm Event Allowable Runoff Actual Runoff
1 Year: 17.82 cfs 10.94 cfs @ Elevation 688.19
10 Year: 72.10 cfs 35.22 cfs @ Elevation 690.33
50 Year: 122.88 cfs 41.10 cfs @ Elevation 691.92
100 Year: 147.43 cfs 61.93 cfs @ Elevation 692.47
(See Appendix M for supporting calculations)
9
SWM / BMP Pond # 2 Structure Uplift Calculations
Outlet Structure Dimensions: Riser Inside Dimensions = 4.0' x 4.0'
Riser Outside Dimensions = 5.0'x 5.0'
Riser Wall Thickness = 0.5'
Riser Base Thickness = 2.0'
Total Riser Height = 8.0'
Step 1: Assume Structure is fully submerged with each orifice blocked. Calculate Volume of
displaced water and corresponding uplift force.
Volume of Water Displaced by Structure = (5.0'x 5.0'x 8.0') = 200 CF
Unit Weight of Water = 62.4 LBS/CF
Weight of Displaced Water (Uplift Force) = (200 CF)(62.4 LBS/CF) = 12,480 LBS
Step 2: Determine Weight of Structure.
Volume of Concrete =[(5.0'x5.0')-(4.O'x4.0')]x6.0'+(5.0'x5.0'x2.0')=104 CF
Unit Weight of Concrete = 150 LBS/CF
Weight of Structure = (104 CF)(150LB/CF) = 15,600 LBS
Step 3: Determine Factor of Safety (1.2 is the minimum required)
Factor of Safety = Weight of Structure / Uplift Force of Water
=15,600 LBS / 12,480 LBS = 1.25
SWM / BMP Pond # 2 Outlet Protection Calculations
gCDENR Erosion & Sedimentation Control Design Manual
Determine outlet protection size and shape by using Figure 8.06a from the NCDENR Erosion &
Sedimentation Control Design Manual.
SWM / BMP Outlet FES # 2
Q10: 35.22 CFS (See Post-Development Pond Routing on Sheet 8)
d: 24 Inches d50: 0.60 FT
DO: 2.0 FT d50(max): 0.90 FT
3Do: 6.0 FT T: 1.35 FT
La: 21.0 FT
W: 23.0 FT (See Plate 3.18-3, Appendix N)
Hydrograph Summary Report
Hydraflow Hydrographs by intelisolve v9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Hyd.
volume
(cuft) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cuft) Hydrograph
description
1 SCS Runoff 17.82 1 744 122,277 - -- --- Pre-Development
2 SCS Runoff 161.94 1 720 400,397 - --- ---- Post-Development
3 Reservoir 7.143 1 815 253,264 2 686.93 662,003 Routing PPV Full
4 Reservoir 10.94 1 772 319,794 2 688.19 777,185 Routing TPV Full
SWM - BMP # 2.gpw Return Period: I Year Friday, Jul 3, 2009
Hydrograph Summary Report HydraflowHydrographsbylntelisolvev9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cuft) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 72.10 1 742 404,960 --- ---- -- -- Pre-Development
2 SCS Runoff 321.87 1 720 827,525 ---- -- ---- Post Development
3 Reservoir 19.11 1 778 678,712 2 689.71 931,523 Routing PPV Full
4 Reservoir 35.22 1 747 746,921 2 690.3$ 1,000,516 Routing TPV Full
SWM - BMP # 2.gpw Return Period: 10 Year Friday, Jul 3, 2009
Hydrograph Summary Report HydraflowHydrographsbylntelisolvev9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 122.88 1 742 870,689 - ---- ----- Pre-Development
2 SCS Runoff 444.47 1 720 1,167,209 --- -- - - Post-Development
3 Reservoir 39.20 1 754 1,017,089 2 691.29 1,111,248 Routing PPV Full
4 Reservoir 41.10 1 752 1,086,605 2 691.92 1,188,756 Routing TPV Full
SWM - BMP # 2.gpw Return Period: 50 Year Friday, Jul 3, 2009
Hyd rog ra p h Summary Report Hydraflow Hydrographs by Intelisolve v9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cuft) Hydrograph
description
1 SCS Runoff 147.43 1 742 800,478 - --- •--- Pre-Development
2 SCS Runoff 500.32 1 720 1,324,109 e - - Post-Development
3 Reservoir 42.86 1 754 1,173,411 2 692.07 1,207,541 Rouling PPV Full
4 Reservoir 61.93 1 742 1,243,506 2 692.47 1,259,096 Rouiing TPV Full
SWM - BMP # 2.gpw Return Period: 100 Year Friday, Jul 3, 2009
10
SWM / BMP Pond # 3
NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Step 1: Solve for Average Depth of Wet Pond (See Pond Report, Appendix T)
Avg. Depth = (Volume / Surface Area) = (68,857 CF 116,693 SF) = 4.12 FT
Step 2: Solve for Surface Area to Drainage Area Ratio.
SA/DA Ratio = [16,693 SF / (11.24 AC)(43560 SF/AC) ][100] = 3.41
Step 3: Solve for Max Impervious Cover (See Table 10-3, Appendix P)
Max Allowable Impervious Cover for the Wet Detention Basin Drainage Area= 70%
I Step 4: Solve for Temporary Pool Volume (TPV)
TPV = 27,744.82 CF Required (See Wet Detention Basin Supplement, Appendix O)
Total Volume Provided = 29,575 CF @ Elevation 713.00 (See Pond Report, Appendix T)
Step 5: Solve for TPV Draw Down Orifice (TPV shall draw down completely within two (2) to five (5) days)
H = 1.50 ft Q = (Co)(A)(29H/3)
Co = 0.60 A = Trr2
Q = 0.1141 cfs (See Wet Detention Basin Supplement, Appendix O) D = 2r
g = 32.2 ft/s2
Solve for A:
A = Q / [Co(2gH/3)'12] = 0.1141 cfs / [0.60(2*32.2 ft/s2*(1.50 ft / 3)] = 0.0335 sf
Solve for r:
r = (A / Tr) 112 = (0.0335 sf / 3.1416)" = 0.1033 ft(12 in / ft) = 1.2396 in
Solve for D:
D = 2r = 2(1.2396 in) = 2.48 in
Use 2.50 in Diameter Orifice
Step 6: Solve for Pond Length to Width Ratio and Flow Path Ratio
Pond Length= 225 FT Pond Width= (Surface Area / Length) = (16,693 SF /225 FT) = 74 FT
Length / Width Ratio = 225 FT / 74 FT = 3:1
Flow Path = 225 LF Flow Path Ratio = 225 FT / 74 FT = 3:1
11
SWM / BMP Pond # 3 Pre-Development Runoff
DA: 11.24 AC Flow Path:
CN: 67 Elevation Difference: 35 FT
Tc: 27.0 min (Lag Method)
Q1: 4.404 cfs
Q10: 19.66 cfs
Q50: 34.15 cfs
Q100: 41.24 cfs
(See Appendix Q for supporting calculations)
Flow Length: 1,074 FT
Slope: 3.26%
Description DA CN
Woods/Field (B Soils) 6.14 AC 61
Woods/Field (C Soils) 5.10 AC 74
Total 11.24 AC 67
(See Appendix A for USDA Hydrologic Soil Group Information)
SWM / BMP Pond # 3 Post-Develop ment Pond Runoff
Solve for CN: DA: 11.24 AC
Per Table 10-3 (Appendix P) the max allowable Impervious is 70% CN: 89
Therefore: (11.24 AC)(0.70) = 7.868 AC Tc: 10.2 min (User)
Description DA CN
Impervious 7.868 AC 98
Meadow (B Soils) 1.842 AC 61 Q1: 30.45 cfs
Meadow (C Soils) 1.530 AC 74 Q10: 63.03 cfs
Total 11.24 AC 89 Q50: 88.15 cfs
(See Appendix R for supporting calculations) Q100: 99.59 cfs
SWM / BMP Pond # 3 Post-Development Pond Routin
Assume the Pond is Full at the Temporary Pond Elevation (TPE) 670.70
Storm Event Allowable Runoff Actual Runoff
1 Year: 4.404 cfs 3.905 cfs @ Elevation 714.57
10 Year: 19.66 cfs 16.40 cfs @ Elevation 716.00
50 Year: 34.15 cfs 28.47 cfs @ Elevation 716.88
100 Year: 41.24 cfs 32.12 cfs @ Elevation 717.26
(See Appendix S for supporting calculations)
12
SWM / BMP Pond # 3 Structure Uplift Calculations
Outlet Structure Dimensions: Riser Inside Dimensions = 4.0'x 4.0'
Riser Outside Dimensions = 5.0'x 5.0'
Riser Wall Thickness = 0.5'
Riser Base Thickness = 2.0'
Total Riser Height = 7.0'
Step 1; Assume Structure is fully submerged with each orifice blocked. Calculate Volume of
displaced water and corresponding uplift force.
Volume of Water Displaced by Structure = (5.0'x 5.0'x 7.0') = 175 CF
Unit Weight of Water = 62.4 LBS/CF
Weight of Displaced Water (Uplift Force) = (175 CF)(62.4 LBS/CF) =10,920 LBS
Step 2: Determine Weight of Structure.
Volume of Concrete = [(5.0'x 5.0') - (4.0'x 4.0')] x 5.0'+ (5.0'x 5.0'x 2.0') = 95 CF
Unit Weight of Concrete = 150 LBS/CF
Weight of Structure = (95 CF)(150LB/CF) =14,250 LBS
Step 3: Determine Factor of Safety (1.2 is the minimum required)
Factor of Safety = Weight of Structure / Uplift Force of Water
= 14,250 LBS / 10,920 LBS = 1.30
SWM / BMP Pond # 3 Outlet Protection Calculations
NCDENR Erosion & Sedimentation Control Design Manual
Determine outlet protection size and shape by using Figure 8.06a from the NCDENR Erosion &
Sedimentation Control Design Manual.
SWM / BMP Outlet FES # 3
Quo: 16.40 CFS (See Post-Development Pond Routing on Sheet 11)
d: 24 Inches d50: 0.50 FT
Do: 2.0 FT d50(max): 0.75 FT
3Do: 6.0 FT T: 1.13 FT
La: 10.0 FT
W: 12.0 FT (See Figure 8.06a, Appendix T)
Hydrograph Summary Report
HydraflowHydrographsbylntelisolvev9.23
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strgs used description
(origin) (cfe) (min) (min) (cuft) (ft) (cult)
1 SCS Runoff 4.404 1 732 21,648 - -- - Pre-Development
2 SCS Runoff 30.45 1 720 74,409 --- - - Post-Development
3 Reservoir 1.744 1 788 56,065 2 713.66 113,245 Routing PPV Full
4 Reservoir 3.905 1 744 73,626 2 714.57 134,702 Routing TPV Full
SWM - BMP # 3.gpw Return Period:1 Year Thursday, Jul 9, 2009
Hydrograph Summary Report HydraflowHydrographsbylntellsolvev9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 19.66 1 730 76,152 ---- ---- ---- Pre-Development
2 SCS Runoff 63.03 1 720 159,432 - ----- ---- Post-Development
3 Reservoir 5.722 1 754 140,229 2 715.57 160,245 Routing PPV Full
4 Reservoir 16.40 1 732 158,570 2 716.00 171,564 Routing TPV Full
SWM - BMP # 3.gpw Return Period: 10 Year Thursday, Jul 9, 2009
Hydrograph Summary Report HydrallowHydrographsbylntelisolvev9.23
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cis) Time
Interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cuft) Hydrograph
description
1 SCS Runoff 34.15 1 730 128,483 -- ---- - Pre-Development
2 SCS Runoff 88.15 1 720 227,738 -- - - - Post-Development
3 Reservoir 15.83 1 734 208,155 2 716.82 195,123 Routing PPV Full
4 Reservoir 28.47 1 730 226,841 2 71e.88 196,784 Routing TPV Full
SWM - BMP # 3.gpw Return Period: 50 Year Thursday, Jul 9, 2009
Hydrograph Summary Report HydraflowHydrographsbylntellsolvev9.23
Hyd..
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cuft) Hydrograph
description
1 SCS Runoff 41.24 1 729 154,234 - --- ----- Pre-Development
2 SCS Runoff 99.59 1 720 259,385 -- --- - Post Development
3 Reservoir 29.64 1 731 239,686 2 717.17 205,542 Routing PPV Full
4 Reservoir 32.12 1 730 258,474 2 717.26 208,061 Routing TPV Full
SWM - BMP # 3.gpw Return Period: 100 Year Thursday, Jul 9, 2009
13
Overall Summar
As shown the Wet Detention Ponds releases the Post-Development Pond Runoff at less than the Pre-
Development Release Rates for the 1 Year and 10 Year 24 hour storm events and safely passes the 50
Year and 100 Year 24 hour storm events all while providing a minimum of one (1) foot freeboard. The
Wet Detention Ponds have been designed to provide for a 90% removal rate of Total Suspended Solids
since the addition of a level spreader and buffer could not be provided due to site constraints.
In this instance the Wet Detention Ponds cannot be drained completely by gravity due to the permanent
pool is constructed by excavating below the adjacent grade it will be necessary to dewater the basin
using pump(s). The pump discharge may need to be filtered prior to discharge to the receiving
downstream watercourse to avoid turbidity and sediment impacts. A portable pump will be required to be
on-site at all times for emergencies.
PermitNumber•
(to beprovided byDW'Q)
Drainage Area Number. It
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BW elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BW.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system check one):
? does does not incorporate a vegetated filter at the outlet.
This system jckeck one):
? does " does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately,
BMP element: Potential problem How I will remediate the problem:
The entire BMP Trash debris is present. Remove the trash debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
rVegetation is too shorE or too Maintain vegetation aE a height
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number: ::L
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
Swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
Swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
event future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying,
The vegetated shelf Beat professional practices Prune according to beat professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary,
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it.in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M Rev.4 Page 2 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number: ?1_
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads /0, 00 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads O.00 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
V Permanent Pool Elevation 60-5-D
6s9, 5o Pe anen Pool s0
- - - - - - - - - - Volume Sediment Removal Elevation 6?f . Volume
S.SO -ft Min. ----------------------------------------- ----
Sediment Bottom Elevation ?8• SO 1-ft --
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
Permit Number.
(to be provided by DWO
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: ?is t'fctn/a?e/` ?ornn?c?il c
BMP drainage area number:
Print name: / 7wej ?e?tiT ?? end
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, FKff we er /yl . &0 ?4;S , a Notary Public for the State of
j? Cac./H,w , County of do hereby certify that
?/,9,-nes 9 • /y em ref i e.ld personally appeared before me this -7 o
day of /c c / 7_ off, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
FRANCES M. CIOTTI
WTMY PUI IC
be" C"*, NOM CWGWA
?A",. W E*W Jgw-Aual
SEAL

My commission expires .7-A, 'Lola
Form SW401 Wet Detention Basin O&M-Rev.4 Page 4 of 4
PermitNumberr
(to be p vided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
1 will keep a maintenance record on this BW. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
does N does not incorporate a vegetated filter at the outlet.
This system (check one):
does M does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drainedfor an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the problem:
The entire BMP Trash/ debris is resent. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long.
inches.
approximately six
Form SW401-Wet Detention Basin O&M-Rev .4 Page 1 of 4
PennitNumber:
(to be provided by DWQ)
Drainage Area Number: `a
BN1P element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged
Erosion is occurring in the Regrade the swale if necessary to
Swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
reventfuture erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on

'
the plants rather th spraying,
The vegetated shelf Best professional practices Prune according beat professional
show that pruning is needed practices
to maintain optimal plant 1?4
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide it one-time
fertilizer application to establish the
ground cover if a soil testindicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth, dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area.. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number: o1
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads A SO feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads /0.S0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation '0183, S®
Sediment Removal
Bottom
?73 ?n j rPeanen
Sement
Storage
FOREBAY
Pool
- - - - - - Sediment Removal Elevation- 673-. 00 ---- - - Volume
------------------------------ ------I
Bottom Elevation 67,'I• Od I 1-ft
MAIN POND
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
Permit Number:
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to -any changes to the system or responsible party.
Project name: L&-11S 1JC Q1_ 60^7M0&_5_
BMP drainage area number: 02
Print name:_ J11"es IK- mw'lfad
Title:
I, FK'I?wc ?s !?!'/ • (??aYfi , a Notary Public for the State of
`f_ ,, 5-4. ?ce coGy, , County of do hereby certify that
N?i9rneo r. personally appeared before me this Zo
day of -7-?g , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
FKAACES X18. CIOTTI
"MARY PU62UC
? Ctstttl. !V . Cattat3
FX*15 ?0 0
SEAL

My commission expires, Lviv
Form SW401-Wet Detention Basin O&M RevA Page 4 of 4
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
PermitNumber.
(to be provided by DWQ)
Drainage Area Number: .3
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
[] does ;K does not incorporate a vegetated filter at the outlet.
This system (check one):
does CR does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated-shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem- How I will remediate the problem:
The entire BMP Trash debris is resent. Remove the trash debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed, remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4
Permit Number.
(to be provided byDIPQ)
Drainage Area Number: 3
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage, dispose of it in a location where it
will not cause impacts to streams or
the BN1P.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion Problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying, problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BmP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M Rev.4 Page 2 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads i?. 5-0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation -///, SO
70s_? 00 Pe anen Pool
- - - - - - - - - - - - - - - - - Volume Sediment Removal Elevation 00 Volume
70 y OD -ft Min. ----------------------------------- -- ----- ------
Sediment Bottom Elevation 70N 1-ft
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: ketlfmt,Ja-?er tfoi"moe7-s
BMP drainage area number: 3
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, In • &0*- , a Notary Public for the State of
o cY-?? ??t e- « , County of ?,,& gez? , do hereby certify that
C personally appeared before me this 20
day, of 2oa and acknowledge the due execution of the
forgoing whlete nt ion basin maintenance requirements. Witness my hand and official
seal,
0" Pft
MACES M. Ch
IF&M CCU*, Ate Q
C+lsa?feaka E?t'rgs w o
SEAL

My commission expires I L" a-? T oa 9
IV IF I
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°w o ~ ~ DATE REVISIONS m ~ ~ m N•Focus Desi n Inc.
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• ~ Kannapolis, NC 28082 a
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EROSION & SEDIMENT CONTROL PLAN
DATE REVISIONS
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N•FOCUS Design, Inc.
PO Box 85
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4/15/09 REVISED PER CABARRUS COUNTY REVIEW
05/15/09 REVISED PER CITY OF KANNAPOLIS AND CABARRUS COUNTY COMMENTS
CONSTRUCTION PLAN
KELLSWATER COMMONS
KANNAPOLIS, NORTH CAROLINA 28081
Kannapolis, NC 28082
TEL: [phone]
www.nfocusplanning.org
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Planning •Design •Engineering

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°w o ~ o DATE REVISIONS WM BMPA E AND
m ~ ~ ~ T 05115(09 REVISED PER CITY OFKANNAPOLISANDCABARRUSCOUNTYCOMMENTS N~FOCUS Desl n InC. y N g~
~ ~ o REVISED PER CITY OF KANNAPOLIS COMMENTS MAINTENAN E EA EMENT MAP o7~2oro9 ~ m ~ PO Box 85 ~1
• ~ Kannapolis, NC 28082
~ a
CONSTRUCTION PLAN so u s
TEL: [phone]
annin esi n • n ine~ KELL WATER MM N www. nfocusplanning.org :ngineering
KANNAPOLIS, NORTH CAROLINA 28081

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1 i Plant Legend - SWM Pond 1 ~ ~t ~
~ ~ KEY BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
+
t / t ' ' 1 Peltandravirginica Arrow Arum Large Plugs 1PIug/4Sq.Ff. 198
t~ ~ t
~ i ' 2 Pontederia cordata Pickerel Weed Large Plugs 1 Plug/4 Sq.Ft. 176
~ 3 Saururus cemus Lizard Tail Large Plugs 1 Plug/4 Sq.Ff. 225
t t ~ t ~ •
~ 4 Schoenoplecfus tabernaemontani Softstem Bulrush Large Plugs 1 Plug/4 Sq.Ft. 186
t 5 Iris virginica/Iris versicolor Blue Flag Iris Large Plugs 1 Plug / 4 Sq.Ft. 285
4 1 Ay j 6 Hibiscus moscheutus Rose Mallow Large Plugs 1 Plug/4 Sq.Ft. 205 (n~
~ ~ W ~ 7 Eupatorium fistulosum Joe Pye Weed Large Plugs 1 Plug/4 Sq.Ft. 135 Q
L ~ 4 '~j 8 Magnolia virginica Sweetbay Magnolia 7 gal. 5 =0" o.c. 47 t' •
9 Ilex glabra Inkbeny 7 gal. 5 =0" o.c. 24
~ i
~ 10 Betula nigra River Birch 2i" Cal. As Shown 5
A\ ' ; 11 Taxodium distichum Bald Cypress 2i" Cal.. As Shown 4 1
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~ ~ i XO O Sagittaria latifolia Duck Potato Large Plugs 1 Plug/4 Sq.Ft. C 0 N N m
10) m m ~
v '4 ! ' Sparganium americanum Bur-reed Large Plugs 1 Plug/4 Sq.Ff. ~ Z ~ ~ i
9 ~ ~
~ "1 2 4 ' Plants Above Pond Elevation -Shallow Land Plants ~ a vi o N
7 ( 5 U U
Carex species Tussock Sedge Large Plugs 1 Plug / 4 Sq.Ft. 0 ~ 0
10 LL C J C Juncus species Large Plugs 1 Plug/4 Sq.Ff. ' W
L 5 Z ~ ~
Itea virginica Sweetspire 7 gal. 5 =0" o.c. Y
3 6 ~6urnum nudum Possumhaw 7 gal. 5'-0" o.c.
~
~ ~ 'A Carpinus caroliniana Ironwood 2z" Cal.. As Shown
5 3 AA t
+
` ~ 1 Plant Material Sources
9 Herbaceous Plants: N
7 10 VEGETATED 4 j ~ Coastal Plain Conservation Nursery J
SHELF
8 3067 Conners Drive W
Edenton, NC 21932 Z a
g + f [phone]
7 4 ~ Woody Plants: w
POND PPE 11 ~ ~ Turtle Creek Nursery & Garden Center ~ o
! ' i} HWY 3 North ~
8 1 W
7 i ~ Davidson, NC 28032 0
[phone] Z
..9 W a
r`~. + 7 , r 1 . ' i " Note: Sources other than those listed above must be approved prior to purchase _o j ~ ~
i t t ~
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' ~ ` PLANTING NOTES ~
$ 5 ~ 1. ALL HERBACEOUS PLANTS WITHIN THE SHALLOW WTER ZONE SHALL BE INSTALLED w o
3 ~ ~ ~ BETWEEN APRIL 1 AND JULY 31. INSTALLATION PRIOR TO OR AFTER THESE DATES SHALL Q M
~ ~~J BE APPROVED BY THE OWNER. ~ n
5 4 4 ~ 2. ALL PLANTS SHALL BE KEPT MOIST AND SHADED AT ALL TIMES. PLANTS THAT BECOME
~ 10 ~ 1 +5 ~ , DRIED OUT SHALL BE REPLACED AT NO ADDITIONAL COST. Z
3. ALL SHALLOW LAND AND SHALLOW WATER PLANTING AREAS SHALL BE MARKED AND Q
3 9 ~ 10' VEGETATED" APPROVED BY THE OWNER PRIOR TO PLACING PLANTS. J
2 + 10 SHELF 4. PLANTING HOLES FOR HERBACEOUS PLANTS SHALL BE DEEP ENOUGH SO ROOTS DO ~
J + 6 :9 NOT'KINK' OR FOLD, AND CROWNS ARE AT GRADE LEVEL. N ~
5. CONTAINERIZED SHRUBS AND/OR BALLED AND BURLAPPED TREES SHALL BE PLANTED ~ Z Z
11 ~ ~ IN ACCORDANCE WITH AMERICAN STANDARDS FOR NURSERY STOCK. ~ 0 W
11
; 6. APPLYAPPROXIMATELY 5 GRAMS OF SLOW RELEASE FERTILIZER TO HERBACEOUS ~ Z ~ ~ a
PLANTS, AND APPROXIMATELY 20 GRAMS TO CONTAINERIZED PLANTS. Z J ~ W J
1. CONTRACTOR SHALL ENSURE THAT PLANTING SOIL IS THOROUGHLYMOIST OR WET ~ ~ O C~ ~
PRIOR TO PLANTING. ~ V Q ~
8. ALL PLANTS SHALL BE IRRIGATED OR WATERED SO THAT SOIL IS SATURATED FORA ~ ~ ~ Z ~
MINIMUM OF 60 DAYS AFTER PLANTING. Z ~J Q o
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GRAPHIC S~ ~APHIC SCALE DATE.• ~uiy zoos
20' 40' 80' JOBNUMBER.-
Z 20' 0 10' 20' N000F 03-09.4
BEFORE YOU DIG!
CALL 1-500-632-4949 ( IN FEET ) ( IN FEET) SHEETNUMBER.•
N.C. ONE-CALL CENTER 1 inch = 20' 1 inch = 20' ft.
IT'S THE LAW ! L101

PLANTING NOTES L
1. ALL HERBACEOUS PLANTS WITHIN THE SHALLOW WTER ZONE SHALL BE INS' BALL BE INSTALLED Plant Legend - SWM Pond 2 ~
BETWEEN APRIL 1 AND JULY 31. INSTALLATION PRIOR TO OR AFTER THESE D ~R THESE DATES SHALL ~ KEY BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
GRAPHIC SCALE BE APPROVED BY THE OWNER.
20~ o ~o~ so~ ao' ao~ 2. ALL PLANTS SHALL BE KEPT MOIST AND SHADED ATALL TIMES. PLANTS THA L SLANTS THAT BECOME 1 Peltandra virginica Arrow Arum Large Plugs 1 Plug/4 Sq.Ff. 507
Z DRIED OUT SHALL BE REPLACED AT NO ADDITIONAL COST.
BEFORE YOU DIG ! 3. ALL SHALLOW LAND AND SHALLOW WATER PLANTING AREAS SHALL BE MAI 2 Pontederia cordata Pickerel Weed Large Plugs 1 Plug/4 Sq.Ft. 357 'ALL BE MARKED AND W
CALL 1-800-632-4949 (IN FEET ) 3 Saururus cemus Lizard Tail Large Plugs 1 Plug/4 Sq.Ff. 278
= 20, APPROVED BY THE OWNER PRIOR TO PLACING PLANTS. N.C. ONE-CALL CENTER 1 mch ft, OUGH SO ROOTS DO ~
IT'S THE LAW ! 4. PLANTING HOLES FOR HERBACEOUS PLANTS SHALL BE DEEP ENOUGH SO Ri NOT'KINK' OR FOLD, AND CROWNS ARE AT GRADE LEVEL. 4 Schoenoplecfus tabernaemontani Softstem Bulrush Large Plugs 1 Plug/4 Sq.Ft. 366
5. CONTAINERIZED SHRUBS AND/OR BALLED AND BURLAPPED TREES SHALL B! :S SHALL BE PLANTED 5 Iris virginica/Iris versicolor Blue Flag Iris Large Plugs 1 Plug/4 Sq.Ft. 363
IN ACCORDANCE WITH AMERICAN STANDARDS FOR NURSERY STOCK ~CK 6 Hibiscus moscheutus Rose Mallow Large Plugs 1 Plug/4 Sq.Ft. 291 "(f
6. APPLYAPPROXIMATELY 5 GRAMS OF SLOW RELEASE FERTILIZER TO HERBAL ! TO HERBACEOUS ~
PLANTS, AND APPROXIMATELY 20 GRAMS TO CONTAINERIZED PLANTS. 4NTS. 7 Eupatorium fistulosum Joe Pye Weed Large Plugs 1 Plug/4 Sq.Ft. 352 Q
7. CONTRACTOR SHALL ENSURE THAT PLANTING SOIL IS THOROUGHLYMOIST ~ SLY MOIST OR WET 8 Magnolia virginica Sweetbay Magnolia 7 gal. 5 =0" .c. 41 •
PRIOR TO PLANTING.
8. ALL PLANTS SHALL BE IRRIGATED OR WATERED SO THAT SOIL IS SATURATE i SATURATED FORA 9 Ilex glabra Inlberry 7 gal. 5 =0" o.c. 40
MINIMUM OF 60 DAYS AFTER PLANTING. 10 Betula nigra River Birch 2i" Cal. As Shown 8 ~
11 Taxodium distichum Bald Cypress 2i" Cal.. As Shown 6
Optional Plants if above not available ~
Plants Below Pond Elevation -Shallow Water Plants c ~ ~ N m
-XO o~ Sagittaria latifolia Duck Potato Large Plugs 1 Plug/4 Sq.Ft. C 0 ~ N m
rnmV
Sparganium americanum Bur-reed Large Plugs 1 Plug/4 Sq.Ff. ~ Z ~ ~
~ ~
Plants Above Pond Elevation -Shallow Land Plants ~ vi o N
~ ~o ~ ~
Carex species Tussock Sedge Large Plugs 1 Plug / 4 Sq.Ft, p ~ 0 ~ ~ J ~
Juncus species Large Plugs 1 Plug/4 Sq.Ff. ' W
Z ~ ~
Ilea virginica Sweetspire 7 gal. 5 =0" o.c. Y
~6urnum nudum Possumhaw 7 gal. 5'-0" o.c.
Carpinus caroliniana Ironwood 2z" Cal.. As Shown
~n r ~
~ _ ~ 10 "1 Plant Material Sources o
~ r C ~ 10- ~ Herbaceous Plants: "
5 ~ ~ ••9 Coastal Plain Conservation Nursery J
~ 11 r 5 .
~ ~ _ & 4 3067 Conners Drive
1 1 +6 J _ ~n . - ~'v~ Edenton, NC 21932 Z a
. - r 10 ~ [phone]
7 1 ~ VEGETATED ..9 Woody Plants: w
6 3 SHELF 11 11 Turtle Creek Nursery & Garden Center ~ o
~ 8~ ~ + POND PPE 6 C + 5 + HWY 3 North Z
1 2 + 4
Davidson, NC 28032 0
J w~.-~,.. ~~,J_ [phone] Z
W a
2 7 2 Nofe: Sources other than those listed above must be approved prior to purchase o
11 N
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10' VEGETATED ~ 2 SHELF
:.9 7
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1 T DATE.•
F 7 Judy zoos
7 y 110BNUMBER.-
03-09.4
~
SHEETNUMBER.

L102

L
Plant Legend - SWM Pond 3
KEY BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY W
~ ~1 '1
10-- 10 "1 ~ ~ 1 Peltandravirginica Arrow Arum Large Plugs 1PIug/4Sq.Ff. 222
5 + 7 5 + 7 . 7 7 ~•9 2 Pontederia cordata Pickerel Weed Large Plugs 1 Plug/4 Sq.Ft. 168
3 Saururus cemus Lizard Tail Large Plugs 1 Plug/4 Sq.Ff. 170
1 2 3 3 2 4 1 •
1. ~ 4 Schoenoplecfus tabernaemontani Softstem Bulrush Large Plugs 1 Plug/4 Sq.Ft. 111
uJ ~ ~ 5 Iris virginica/Iris versicolor Blue Flag Iris Large Plugs 1 Plug / 4 Sq.Ft. 138
10
6 Hibiscus moscheutus Rose Mallow Large Plugs 1 Plug/4 Sq.Ft. 123 (n~
10 VEGETATED POND PPE 5 3 7 Eupatorium fistulosum Joe Pye Weed Large Plugs 1 Plug/4 Sq.Ft. 200 W
SHELF + 11 ~ 6
J 8 Magnolia virginica Sweetbay Magnolia 7 gal. 5 =0" o.c. 19 •
7 3 9 Ilex glabra Inlberry 7 gal. 5 =0" o.c. 18
1
10 Betula nigra River Birch 2i" Cal. As Shown 5

7 11 Taxodium distichum Bald Cypress 2i" Cal.. As Shown 4
4
6
2 Optional Plants if above not available ~
. 11._ 7
• • 4 ~ ••9 ~ ~ 3 Plants Below Pond Elevation -Shallow Water Plants c ~ ~ N m
~ + 11
~ ~ 6 7 3 -XO o~ Sagittaria latifolia Duck Potato Large Plugs 1 Plug/4 Sq.Ft. C 0 ~ N m
rnmV
5 Sparganium americanum Bur-reed Large Plugs 1 Plug/4 Sq.Ff. ~ Z ~ ~
~ 2 . + L_ ~ ~
10 7 Plants Above Pond Elevation -Shallow Land Plants ~ vi o N
~ 2 ~ 10_ ~ • ..9 ~ ~o ~ ~
6+ 1 Carex species Tussock Sedge Large Plugs 1 Plug / 4 Sq.Ft, p ~ 0
LL C J C Juncus species Large Plugs 1 Plug/4 Sq.Ff. ' W
Z ~ ~
11 10` VEGETATED _ Itea virginica Sweetspire 7 gal. 5 =0" o.c. Y
SHELF ~6urnum nudum Possumhaw 7 gal. 5'-0" o.c.
y Carpinus caroliniana Ironwood 2z" Cal.. As Shown
Plant Material Sources o
Herbaceous Plants: "
Coastal Plain Conservation Nursery J
3067 Conners Drive
Edenton, NC 21932 Z a
[phone]
Woody Plants: w
Turtle Creek Nursery & Garden Center ~ o
HWY 3 North ~
Davidson, NC 28032 W 0
[phone] Z
W a
Note: Sources other than those listed above must be approved prior to purchase o
W
PLANTING NOTES ~
1. ALL HERBACEOUS PLANTS WITHIN THE SHALLOW WTER ZONE SHALL BE INSTALLED w o
BETWEEN APRIL 1 AND JULY 31. INSTALLATION PRIOR TO OR AFTER THESE DATES SHALL o N
BE APPROVED BY THE OWNER. n
2. ALL PLANTS SHALL BE KEPT MOIST AND SHADED AT ALL TIMES. PLANTS THAT BECOME
DRIED OUT SHALL BE REPLACED AT NO ADDITIONAL COST. Z
3. ALL SHALLOW LAND AND SHALLOW WATER PLANTING AREAS SHALL BE MARKED AND Q
APPROVED BY THE OWNER PRIOR TO PLACING PLANTS. J
4. PLANTING HOLES FOR HERBACEOUS PLANTS SHALL BE DEEP ENOUGH SO ROOTS DO N ~
NOT'KINK' OR FOLD, AND CROWNS ARE AT GRADE LEVEL. ~
5. CONTAINERIZED SHRUBS AND/OR BALLED AND BURLAPPED TREES SHALL BE PLANTED M O Z ~
IN ACCORDANCE WITH AMERICAN STANDARDS FOR NURSERY STOCK. ~ W ~
6. APPLYAPPROXIMATELY 5 GRAMS OF SLOW RELEASE FERTILIZER TO HERBACEOUS ~ Q ~ ~ a
PLANTS, AND APPROXIMATELY 20 GRAMS TO CONTAINERIZED PLANTS. Z J ~ W J
1. CONTRACTOR SHALL ENSURE THAT PLANTING SOIL IS THOROUGHLYMOIST OR WET O ~ O C~ ~
PRIOR TO PLANTING. ~ V Q ~
8. ALL PLANTS SHALL BE IRRIGATED OR WATERED SO THAT SOIL IS SATURATED FORA ~ Z ~ Z ~
MINIMUM OF 60 DAYS AFTER PLANTING. ~J ~ o
m~~ vi
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GRAPHIC SCALE DArE• ~uiy zoos
- 20' o 10 20' 40' 80JOBNUMBER.-
03-09.4
BEFORE YOU DIG!
CALL 1-800-632-4949 ( IN FEET) SHEETNUMBER.
N.C. ONE-CALL CENTER 1 inch = 20' ft.
IT'S THE LAW ! L10 3