20052070 Ver 1_Stormwater Info_20060214 (202)

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's Request for More Information
Weavers Pond Subdivision, DWQ # 05-2070
Zebulon, Wake County, NC
Dear Ms. Karoly:
February 14, 2006
S&EC Project # 8713.W1

F F 8 1 ?uCJS
E- AND ST0RmWAcER B
The purpose of this letter is to respond to your November 22, 2005 letter requesting further information.
The original questions/requests are copied below as they appear on the 11/22/05 letter and are then
followed by our response to each.
Additional Information Requested.
1. Please indicate all stormwater outfalls on the site plan.
An overall stormwater site plan map is attached for your review. This site plan map includes all
stormwater outfalls proposed within the previously applied for Weavers Pond Subdivision.
2. Please indicate the diffuse flow provision measures on the site plan.
A stormwater plan with an overall stormwater plan map that provides diffuse flow is attached for you
review. This stormwater plan includes dry detention basins followed by level spreaders, timber weir wall
level spreaders and pre-formed scour holes all designed to meet the diffuse flow requirements. In
addition, level spreader worksheets, dry detention worksheets and 2 Operations & Maintenance
Agreements for level spreaders and dry detention basins are included.
3. The road crossing labeled as "Road D-Crossing #3 " on the plans does not appear to be
necessary. Please eliminate the road crossings or provide additional information as to why
it is necessaryfor this project.
As stated within the Pre-Construction Notification Application, this road crossing is needed for internal
connectivity, to insure safety due to the number of lots served and to accommodate future development to
the northern portion of the property. As such, the applicant is now proposing to cross this feature with a
bottomless culvert and completely spanning both banks to avoid all stream impacts. In the original
application, USACE Stream Quality Assessment Worksheets and DWQ Stream Identification Forms
were completed and submitted, along with photo's of this. unimportant, intermittent stream to emphasize
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawniale Drive
Concord, NC 28025 - Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

the low quality of this agricultural feature and its existing riparian buffer. Attached are new impact maps
for Road d-D-Crossing #3 and photo's of the existing riparian buffer.
We hope that this--answers all of the DWQ's questions in order to finish the final review process for a
401 Water Quality Certification. If you have any further questions or any additional explanation is
needed, please don't hesitate to call.
Sincerely,
Aaron Cooper
Environmental Scientist
Attachments:
1) Overall Stormwater Site Plan, sheets 1-6 (5 copies)
2) Overall Stormwater Site Plan, aerial photo (5 copies)
3) Stormwater and Erosion Control Calculations binder (includes level spreader & dry detention
worksheets) (5 copies)
4) Level Spreader Operations & Maintenance Agreement, signed and sealed (5 copies)
5) Dry Detention Operations & Maintenance Agreement, signed and sealed (5 copies)
6) Revised Road D-Crossing #3 Impact Map & Vertical Cross-section
7) Photo's of stream and impact area for proposed Road D-Crossing #3 (5 copies)
8) Revised pages 3, 4, 5 & 8 of the PCN (5 copies)
CC: Michael Whitehead-MacGregor Development Co., 201 Shannon Oaks Circle, Cary, NC 27511
2
C
• Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's Request for More Information
Weavers Pond Subdivision, DWQ # 05-2070
Zebulon, Wake County, NC
Dear Ms. Karoly:
February 14, 2006
S&EC Project # 8713.W1
° n
1 t,, +
FE R 4 '1006
DEN "VVA1ERQ'- ITY
VVE AW STAIR BRANCH
The purpose of this letter is to respond to your November 22, 2005 letter requesting further information.
The original questions/requests are copied below as they appear on the 11/22/05 letter and are then
followed by our response to each.
Additional Information Requested:
1. Please indicate all stormwater outfalls on the site plan.
An overall stormwater site plan map is attached for your review. This site plan map includes all
stormwater outfalls proposed within the previously applied for Weavers Pond Subdivision.
2. Please indicate the diffuse flow provision measures on the site plan.
A stormwater plan with an overall stormwater plan map that provides diffuse flow is attached for you
review. This stormwater plan includes dry detention basins followed by level spreaders, timber weir wall
level spreaders and pre-formed scour holes all designed to meet the diffuse flow requirements. In
addition, level spreader worksheets, dry detention worksheets and 2 Operations & Maintenance
Agreements for level spreaders and dry detention basins are included.
3. The road crossing labeled as "Road D-Crossing #3 " on the plans does not appear to be
necessary. Please eliminate the road crossings or provide additional information as to why
it is necessary for this project.
As stated within the Pre-Construction Notification Application, this road crossing is needed for internal
connectivity, to insure safety due to the number of lots served and to accommodate future development to
the northern portion of the property. As such, the applicant is now proposing to cross this feature with a
bottomless culvert and completely spanning both banks to avoid all stream impacts. In the original
application, USACE Stream Quality Assessment Worksheets and DWQ Stream Identification Forms
were completed and submitted, along with photo's of this. unimportant, intermittent stream to emphasize
Charlotte Office: Greensboro Offm
236 LePhillip Court, Suite C 3817-E Lawn1ale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]

the low quality of this agricultural feature and its existing riparian buffer. Attached are new impact maps
for Road D-Crossing #3 and photo's of the existing riparian buffer.
We hope that this answers all of the DWQ's questions in order to finish the final review process for a
401 Water Quality Certification. If you have any further questions or any additional explanation is
needed, please don't hesitate to call.
Sincerely,
1?C-cam-- /`?z .sL
Aaron Cooper
Environmental Scientist
Attachments:
1) Overall Stormwater Site Plan, sheets 1-6 (5 copies)
2) Overall Stormwater Site Plan, aerial photo (5 copies)
3) Stormwater and Erosion Control Calculations binder (includes level spreader & dry detention
worksheets) (5 copies)-
4) Level Spreader Operations & Maintenance Agreement, signed and sealed (5 copies)
5) Dry Detention Operations & Maintenance Agreement, signed and sealed (5 copies)
6) Revised Road D-Crossing #3 Impact Map & Vertical Cross-section
7) Photo's of stream and impact area for proposed Road D-Crossing #3 (5 copies)
8) Revised pages 3, 4, 5 & 8 of the PCN (5 copies)
CC: Michael Whitehead-MacGregor Development Co., 201 Shannon Oaks Circle, Cary, NC 27511

GIN??a QQ;
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Weavers Pond Subdivision
Phase
Storm Water and Erosion Control
Calculations
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January 2005
41!:we Group.-) inc.
LAND US>= l=?/ALUATION
CI?/IL >=1VGIN?1=fZING
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, Suite 201 - Apex, N.C. 27502
Voice [phone] - fax [phone]
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FEB 1 4 ?(?06
WETLANDS AND STOROAl Lit i#MNCii

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DRY BASIN
#1

Project No. DWQ
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
Project Name : WEAVERS POND
Contact Person: JOE PAULKNER Phone Number: (9 19} 367-8790
For prcjects with multiple basins, specify which basin this worksheet applies to:_ DRY BASIN # 1
' Drainage Area:_acres Percent Impervious Area: 34 %
13.155
II. REQUIRED ITEMS CHECKLIST
' The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
' provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
' Applicants Initials
Ilk Ac
1?
-Ether capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
-Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for clean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
.Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are util'¢ed to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The O&M agreement is signed by the responsible party and notarized.
1

I

C?

C

Dry Basin #1

Q=CIA Total Site Area = 13.155 acres
Proposed Impervious
Roadway - Total 59,082 s.f.
Sidewalk 3,991 15,964 s.f.
Amenity Parking Lot s.f.
Lots @ 3,042 s.f.Aot 25.5 ea 77,571 s.f. 17 Lots & 17Full Lots
Lots @ 3,502 s.f.Aot 12 ea 42,504 s.f. 12 Lots
Impervious Total 195,121 s.f.
4.479 Acres
Weighted C Value
Impervious Area Pervious Area Weighted
195,121 s.f. 377,900 s.f. "C"
C - Value 0.95 0.30 Value
0.32 0.20 0.52
Detention Pond Design
(85 % Pollutant Removal Effeciency)
Total Drainage Area - 13.155 Acres
Impervious On-Site Area - 4.479 Acres
Percentage of Impervious Area - 34%
1" Storage Volume
Rv = 0.05+0.009 (1)
I = Percent Impervious
Rv = 0.356 (in./in.)
Volume = (Design Rainfall) (Rv) (Drainage Area)
1" Volume Required = 0.391 acres
17,015 c.f.
1" Volume Provided = 21,113 c.f.
Stage / Storage

Elev Contour Incremental Total Stage
Area Volume Volume

332 2,447
5,069 5,069 1
333 7,690
10,438 15,506 2
334 13,185
5,607 21,113 2.4
334.4 14,852
9,546 25,052 3
335 16,967
17,724 38,837 4
336 18,480
19,821 44,872 5
337 21,161
V Volume Elevation (Provided)= 334.4

Drawdown calculation for 1" Volume
Orifice required for 2-5 Day Drawdown
4.3 ft of storage, 2.2 ft of avg head
1.50 in. Orifice Size Q2-day= 14,964
Qavg = 0.087 cfs Q5-day= 37,410
So, this Orifice will drawdown pond in 2.27 days (This references required
volume calc)
Storage depth= 4.30 ft Intermim Calc. 11.7669
Average head= 2.15 ft 10rificeArea= 0.012266 Used for Q

Maximum Release of 2-5 Day Draw down would be based upon the 4.3 feet storage depth.
1.50 in.,*: Orifice Size Intermim Calc. 16.64091
Qmax= 0.122 cfs Orifice Area = 0.012266

Level Spreader Required = Qmax' 13 feet
L= 1.6 feet
The proposed flared end section will disperse the 1" flush flow due to such a low discharge rate.
Peak Flow Q10
= 7.22 in/hr. 1 = 9.72 in/hr.
C = 0.52 C = 0.52
A = 13.15 Ac. A = 13.15 Ac.
Q10 = CIA Q100= CIA
Q10 = 49.5 CFS Q100 = 66.7 CFS
Principal Spillway Riser Elevation = 334.4
Riser Invert Elevation = 331.5
Barrel Invert = 331
Barrel Length = 57 ft.
Barrel Size = 30 " RCP
Kp = 0.00786
Barrel Area = 4.91 sf
Q barrel = 36.41 cfs Capable of
L Riser
Length of Riser
Width of Riser
Width of Weir
Q riser =
H=
EMERGENCY SPILLWAY
Spillway Elev. _
Width =
Depth =
Qspillway =
CHECK
Qspillway+ Qbarrel = Q25
5 ft inside dimension
5 ft inside dimension
20 ft
51.2 cfs
0.90 ft H is Weir depth above riser.
334.90
30
0.5
31.8 cfs
68.2 cfs
pass
Carrying
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est

332.0 2,447 - - -
333.0 7,690 5,069 5,069 1.00 8.53 0.00 1.00
334.0 13,185 10,438 15,506 2.00 9.65 0.69 1.99
335.0 16,967 15,076 30,582 3.00 10.33 1.10 3.03
336.0 18,480 17,724 48,306 4.00 10.79 1.39 4.02
337.0 21,161 19,821 68,126 5.00 11.13 1.61 4.97
Regression Output:
b= 1.616997996 (X Variable Coeff)
Ks- 5,103
i (er"nlem,p5
i Itage - Storage Equation is of the form: S = (Ks)(ZI
Check of Ks and b : S = Ks z
Storagae Area Stage
5,103 1
15,652 2
30,152 3
. 48,011
68,872 4
5 #
t
Page 1 of 15
Barrel
actor =
f 0.013
t
.
. of Ori fce = 24.0 inches
ea of Orifice, (Ao) = 3.14 sf
Pipe Length, (L) = 80.0 feet
Friction Coeff., (Kp) = 0.0124
t v. of Barrel = 331.50 feet
Riser
I lev. of Riser Crest = 334.40 feet
Circular:
Dia. of Riser = 0 inches
err Length = - feet
ea of Riser = sq. ft.
Rectangular:
Length of Riser = 5 feet
rdth of Riser = 5 feet
Length=
L 20 feet
Area of Riser =
ea 25 sq.ft.
1 1
Barre None
ra, of Barrel =
v of Control Barrel

1
F11

Area
1.5 inches 0.0122718
332
I Page 2 of 15
Control TOTAL
TIME INFLOW STORAGE STAGE BARREL OUTFLOW
min cfs (cf) L1 cfs cfs
0.00 0.00 17015 2.11 0.0857 0.0857
5.00 0.00 17015 2.11 0.0857 0.0857
10.00
15.00 0.00
0.00 16989
16964 2.10
2.10 0.0857
0.0857 0.0857
0.0857
20.00 0.00 16938 2.10 0.0856 0.0856
25.00 0.00 16912 2.10 0.0856 0.0856
30.00 0.00 16886 2.10 0.0855 0.0855
35.00 0.00 16861 2.09 0.0855 0.0855
40.00 0.00 16835 2.09 0.0855 0.0855
45.00 0.00 16810 2.09 0.0854 0.0854
50.00 0.00 16784 2.09 0.0854 0.0854
55.00 0.00 16758 2.09 0.0853 0.0853
60.00 0.00 16733 2.08 0.0853 0.0853
65.00 0.00 16707 2.08 0.0853 0.0853
70.00 0.00 16682 2.08 0.0852 0.0852
75.00 0.00 16656 2.08 0.0852 0.0852
80.00 0.00 16630 2.08 0.0851 0.0851
85.00 0.00 16605 2.07 0.0851 0.0851
90.00 0.00 16579 2.07 0.0851 0.0851
95.00 0.00 16554 2.07 0.0850 0.0850
100.00 0.00 16528 2.07 0.0850 0.0850
105.00 0.00 16503 2.07 0.0849 0.0849
110.00 0.00 16477 2.06 0.0849 0.0849
115.00 0.00 16452 2.06 0.0849 0.0849
120.00 0.00 16426 2.06 0.0848 0.0848
125.00 0.00 16401 2.06 0.0848 0.0848
130.00 0.00 16376 2.06 0.0847 0.0847
135.00 0.00 16350 2.05 0.0847 0.0847
140.00 0.00 16325 2.05 0.0847 0.0847
145.00 0.00 16299 2.05 0.0846 0.0846
150.00 0.00 16274 2.05 0.0846 0.0846
155.00 0.00 16249 2.05 0.0845 0.0845
160.00 0.00 16223 2.04 0.0845 0.0845
165.00
170.00 0.00
0.00 16198
16172 2.04
2.04 0.0845
0.0844 0.0845
0.0844
175.00 0.00 16147 2.04 0.0844 0.0844
180.00 0.00 16122 2.04 0.0843 0.0843
185.00 0.00 16097 2.03 0.0843 0.0843
190.00 0.00 16071 2.03 0.0842 0.0842
195.00 0.00 16046 2.03 0.0842 0.0842
200.00 0.00 16021 2.03 0.0842 0.0842
205.00 0.00 15995 2.03 0.0841 0.0841
210.00
215.00 0.00
0.00 15970
15945 2.03
2.02 0.0841
0.0840 0.0841
0.0840
220.00 0.00 15920 2.02 0.0840 0.0840
225.00 0.00 15895 2.02 0.0840 0.0840
230.00 0.00 15869 2.02 0.0839 0.0839
235.00 0.00 15844 2.02 0.0839 0.0839
240.00 0.00 15819 2.01 0.0838 0.0838
245.00 0.00 15794 2.01 0.0838 0.0838
250.00 0.00 15769 2.01 0.0838 0.0838
255.00 0.00 15744 2.01 0.0837 0.0837
260.00 0.00 15719 2.01 0.0837 0.0837
265.00 0.00 15693 2.00 0.0836 0.0836
270.00 0.00 15668 2.00 0.0836 0.0836
275.00 0.00 15643 2.00 0.0835 0.0835
280.00 0.00 15618 2.00 0.0835 0.0835
285.00 0.00 15593 2.00 0.0835 0.0835
290.00 0.00 15568 1.99 0.0834 0.0834
295.00 0.00 15543 1.99 0.0834 0.0834
300.00 0.00 15518 1.99 0.0833 0.0833
305.00 0.00 15493 1.99 0.0833 0.0833
310.00 0.00 15468 1.99 0.0833 0.0833
315.00 0.00 15443 1.98 0.0832 0.0832
320.00 0.00 15413 1.95 0.0832 0
0832
325.00 0.00 15393 1.98 0.0831 .
0.0831
330.00 0.00 15368 1.98 0.0831 0.0831
335.00 0.00 15343 1.98 0.0831 0.0831
340.00 0.00 15318 1.97 0.0830 0.0830
345.00 0.00 15293 1.97 0.0330 0.0330
350.00 0.00 15269 1.97 0.0829 0.0529
355.00 0.00 15244 1.97 0.0329 0.0829
360.00 0.00 15219 1.97 0.082S 0.0828
365.00 0.00 15194 1.96 0.0328 0.0828
Page 3 of 15
370.00 0.00 15169 1.96 0.0828 0.0828
375.00 0.00 15144 1.96 0.0827 0.0827
380.00 0.00 15120 1.96 0.0827 0.0827
385.00 0.00 15095 1.96 0.0826 0.0826
390.00 0.00 15070 1.95 0.0826 0.0826
395.00 0.00 15045 1.95 0.0825 0.0825
400.00 0.00 15020 1.95 0.0825 0.0825
405.00 0.00 14996 1.95 0.0825 0.0825
410.00 0.00 14971 1.95 0.0824 0.0824
415.00 0.00 14946 1.94 0.0824 0.0824
420.00 0.00 14921 1.94 0.0823 0.0823
425.00 0.00 14897 1.94 0.0823 0.0823
430.00 0.00 14872 1.94 0.0823 0.0823
435.00 0.00 14847 1.94 0.0822 0.0822
440.00 0.00 14823 1.93 0.0822 0.0822
445.00 0.00 14798 1.93 0.0821 0.0821
450.00 0.00 14773 1.93 0.0821 0.0821
455.00 0.00 14749 1.93 0.0820 0.0820
460.00 0.00 14724 1.93 0.0820 0.0820
465.00 0.00 14700 1.92 0.0820 0.0820
470.00 0.00 14675 1.92 0.0819 0.0819
475.00 0.00 14650 1.92 0.0819 0.0819
480.00 0.00 14626 1.92 0.0818 0.0818
485.00 0.00 14601 1.92 0.0818 0.0818
490.00 0.00 14577 1.91 0.0817 0.0817
495.00 0.00 14552 1.91 0.0817 0.0817
500.00 0.00 14528 1.91 0.0817 0.0817
505.00 0.00 14503 1.91 0.0816 0.0816
510.00 0.00 14479 1.91 0.0816 0.0816
515.00
520.00 0.00
0.00 14454
14430 1.90
1.90 0.0815
0.0815 0.0815
0.0815
525.00 0.00 14405 1.90 0.0814 0.0814
530.00 0.00 14381 1.90 0.0814 0.0814
535.00 0.00 14357 1.90 0.0814 0.0814
540.00 0.00 14332 1.89 0.0813 0.0813
545.00 0.00 14308 1.89 0.0813 0.0813
550.00 0.00 14283 1.89 0.0812 0.0812
555.00 0.00 14259 1.89 0.0812 0.0812
560.00
565.00 0.00
0.00 14235
14210 1.89
1.88 0.0811
0.0811 0.0811
0.0811
570.00 0.00 14186 1.88 0.0811 0.0811
575.00 0.00 14162 1.88 0.0810 0.0810
580.00 0.00 14137 1.88 0.0810 0.0810
585.00 0.00 14113 1.88 0.0809 0.0809
590.00 0.00 14089 1.87 0.0809 0.0809
595.00 0.00 14064 1.87 0.0808 0.0808
600.00 0.00 14040 1.87 0.0808 0.0808
605.00 0.00 14016 1.87 0.0808 0.0808
610.00 0.00 13992 1.87 0.0807 0.0807
615.00 0.00 13968 1.86 0.0807 0.0807
620.00 0.00 13943 1.86 0.0806 0.0806
625.00 0.00 13919 1.86 0.0806 0.0806
630.00 0.00 13895 1.86 0.0805 0.0805
635.00 0.00 13871 1.86 0.0805 0.0805
640.00 0.00 13847 1.85 0.0805 0.0805
645.00 0.00 13823 1.85 0.0804 0.0804
650.00 0.00 13798 1.85 0.0304 0.0804
655.00 0.00 13774 1.85 0.0803 0.0803
660.00 0.00 13750 1.85 0.0803 0.0803
665.00 0.00 13726 1.84 0.0802 0.0802
670.00 0.00 13702 1.84 0.0802 0.0802
675.00 0.00 13678 1.84 0.0802 0.0802
680.00 0.00 13654 1.84 0.0801 0.0801
685.00 0.00 13630 1.84 0.0801 0.0801
690.00 0.00 13606 1.83 0.0800 0.0800
695.00 0.00 13582 1.83 0.0800 0.0800
1
700.00 0.00 13553 1.83 0.0799 0.0799
705.00 0.00 13534 1.83 0.0799 0.0799
710.00 0.00 13510 1.83 0.0798 0.0798
715.00
720.00 0.00
0.00 13486
13462 1.82
1.82 0.0798
0.0798 0.0793
0.0798
725.00 0.00 13438 1.82 0.0797 0.0797
730.00 0.00 13414 1.82 0.0797 0.0797
735.00 0.00 13390 1.82 0.0796 0.0796
740.00 0.00 13366 1.31 0.0796 0.0796
745.00 0.00 13343 1.81 0.0795 0.0795
750.00 0.00 13319 1.81 0.0795 0.0795
755.00 0.00 13295 1.81 0.0795 0.0795
760.00 0.00 13271 1.81 0.0794 0.0794
Paga 4 of 15
' '? 1 1' 1 1' 11
765.00 0.00 13247 1.80 0.0794 0.0794
770.00 0.00 13223 1.80 0.0793 0.0793
775.00 0.00 13200 1.80 0.0793 0.0793
780.00 0.00 13176 1.80 0.0792 0.0792
785.00 0.00 13152 1.80 0.0792 0.0792
790.00 0.00 13128 1.79 0.0791 0.0791
795.00 0.00 13105 1.79 0.0791 0.0791
800.00 0.00 13081 1.79 0.0791 0.0791
805.00 0.00 13057 1.79 0.0790 0.0790
810.00 0.00 13033 1.79 0.0790 0.0790
815.00 0.00 13010 1.78 0.0789 0.0789
820.00 0.00 12986 1.78 0.0789 0.0789
825.00 0.00 12962 1.78 0.0788 0.0788
830.00 0.00 12939 1.78 0.0788 0.0788
835.00 0.00 12915 1.78 0.0787 0.0787
840.00 0.00 12891 1.77 0.0787 0.0787
845.00 0.00 12868 1.77 0.0787 0.0787
850.00 0.00 12844 1.77 0.0786 0.0786
855.00 0.00 12821 1.77 0.0786 0.0786
860.00 0.00 12797 1.77 0.0785 0.0785
865.00 0.00 12774 1.76 0
0785 0
0785
870.00 0.00 12750 1.76 .
0.0784 .
0.0784
875.00 0.00 12726 1.76 0.0784 0.0784
880.00 0.00 12703 1.76 0.0783 0.0783
885.00 0.00 12679 1.76 0.0783 0.0783
890.00 0.00 12656 1.75 0.0782 0.0782
895.00 0.00 12632 1.75 0.0782 0.0782
900.00 0.00 12609 1.75 0.0782 0.0782
905.00 0.00 12586 1.75 0.0781 0.0781
910.00
915.00 0.00
0.00 12562
12539 1.75
1.74 0.0781
0.0780 0.0781
0.0780
920.00 0.00 12515 1.74 0.0780 0.0780
925.00 0.00 12492 1.74 0.0779 0.0779
930.00 0.00 12469 1.74 0.0779 0.0779
935.00 0.00 12445 1.74 0.0778 0.0778
940.00 0.00 12422 1.73 0.0778 0.0778
945.00 0.00 12398 1.73 0.0778 0.0778
950.00 0.00 12375 1.73 0.0777 0.0777
955.00 0.00 12352 1.73 0.0777 0.0777
960.00 0.00 12329 1.73 0.0776 0.0776
965.00 0.00 12305 1.72 0.0776 0.0776
970.00 0.00 12282 1.72 0.0775 0.0775
975.00 0.00 12259 1.72 0.0775 0.0775
980.00 0.00 12235 1.72 0.0774 0.0774
985.00 0.00 12212 1.72 0.0774 0.0774
990.00 0.00 12189 1.71 0.0773 0.0773
995.00 0.00 12166 1.71 0.0773 0.0773
1000.00 0.00 12143 1.71 0.0773 0.0773
1005.00 0.00 12119 1.71 0.0772 0.0772
1010.00 0.00 12096 1.71 0.0772 0.0772
1015.00 0.00 12073 1.70 0.0771 0.0771
1020.00 0.00 12050 1.70 0.0771 0.0771
1025.00 0.00 12027 1.70 0.0770 0.0770
1030.00 0.00 12004 1.70 0.0770 0.0770
1035.00 0.00 11981 1.70 0.0769 0.0769
1040.00 0.00 11958 1.69 0.0769 0.0769
1045.00 0.00 11935 1.69 0.0768 0.0768
1050.00 0.00 11911 1.69 0.0768 0.0768
1055.00 0.00 11888 1.69 0.0768 0.0768
1060.00 0.00 11865 1.69 0.0767 0.0767
1065.00 00
0 11842 68
1 0
0767 0
0767
1070.00 .
0.00 11819 .
1.68 .
0.0766 .
0.0766
1075.00 0.00 11796 1.68 0.0766 0.0766
1080.00 0.00 11773 1.68 0.0765 0.0765
1085.00 0.00 11751 1.68 0.0765 0.0765
1090.00 0.00 11728 1.67 0.0764 0.0764
1095.00 0.00 11705 1.67 0.0764 0.0764
1100.00 0.00 11682 1.67 0.0763 0.0763
1105.00 0.00 11659 1.67 0.0763 0.0763
1110.00
1115.00 0.00
0.00 11636
11613 1.66
1.66 0.0762
0.0762 0.0762
0.0762
1120.00 0.00 11590 1.66 0.0762 0.0762
1125.00 0.00 11567 1.66 0.0761 0.0761
1130.00 0.00 11545 1.66 0.0761 0.0761
1135.00 0.00 11522 1.65 0.0760 0.0760
1140.00 0.00 11499 1.65 0.0760 0.0760
1145.00 0.00 11476 1.65 0.0759 0.0759
1150.00 0.00 11453 1.65 0.0759 0.0759
1155.00 0.00 11431 1.65 0.0758 0.0758
' Page 5 of 15

1160.00 0.00 11 408 1.64 0.0758 0.0758
1165.00 0.00 11385 1.64 0.0757 0.0757
1170.00 0.00 11362 1.64 0.0757 0.0757
1175.00 0.00 11340 1.64 0.0756 0.0756
1180.00 0.00 11317 1.64 0.0756 0.0756
1185.00 0.00 11294 1.63 0.0755 0.0755
1190.00 0.00 11272 1.63 0.0755 0.0755
1195.00 0.00 11249 1.63 0.0754 0.0754
1200.00 0.00 11226 1.63 0.0754 0.0754
1205.00 0.00 11204 1.63 0.0754 0.0754
1210.00 0.00 11181 1.62 0.0753 0.0753
1215.00 0.00 11159 1.62 0.0753 0.0753
1220.00 0.00 11136 1.62 0.0752 0.0752
1225.00 0.00 11113 1.62 0.0752 0.0752
1230.00 0.00 11091 1.62 0.0751 0.0751
1235.00 0.00 11068 1.61 0.0751 0.0751
1240.00 0.00 11046 1.61 0.0750 0.0750
1245.00 0.00 11023 1.61 0.0750 0.0750
1250.00 0.00 11001 1.61 0.0749 0.0749
1255.00 0.00 10978 1.61 0.0749 0.0749
1260.00 0.00 10956 1.60 0
0748 0
0748
1265.00 0.00 10933 1.60 .
0.0748 .
0.0748
1270.00 0.00 10911 1.60 0.0747 0.0747
1275.00 0.00 10889 1.60 0.0747 0.0747
1280.00 0.00 10866 1.60 0.0746 0.0746
1285.00 0.00 10844 1.59 0.0746 0.0746
1290.00 0.00 10821 1.59 0.0746 0.0746
1295.00 0.00 10799 1.59 0.0745 0.0745
1300.00 0.00 10777 1.59 0.0745 0.0745
1305.00
1310.00 0.00
0.00 10754
10732 1.59
1.58 0.0744
0.0744 0.0744
0.0744
1315.00 0.00 10710 1.58 0.0743 0.0743
1320.00 0.00 10687 1.58 0.0743 0.0743
1325.00 0.00 10665 1.58 0.0742 0.0742
1330.00 0.00 10643 1.58 0.0742 0.0742
1335.00 0.00 10621 1.57 0.0741 0.0741
1340.00 0.00 10598 1.57 0.0741 0.0741
1345.00 0.00 10576 1.57 0.0740 0.0740
1350.00 0.00 10554 1.57 0.0740 0.0740
1355.00 0.00 10532 1.57 0.0739 0.0739
1360.00 0.00 10510 1.56 0.0739 0.0739
1365.00 0.00 10487 1.56 0.0738 0.0738
1370.00 0.00 10465 1.56 0.0738 0.0738
1375.00 0.00 10443 1.56 0.0737 0.0737
1380.00 0.00 10421 1.56 0.0737 0.0737
1385.00 0.00 10399 1.55 0.0736 0.0736
1390.00 0.00 10377 1.55 0.0736 0.0736
395.00
, 0.00 10355 1.55 0.0735 0.0735
11
400.00 0.00 10333 1.55 0.0735 0.0735
1405.00 0.00 10311 1.54 0.0734 0.0734
1410.00 0.00 10289 1.54 0.0734 0.0734
1415.00 0.00 10267 1.54 0.0733 0.0733
1420.00 0.00 10245 1.54 0.0733 0.0733
11425.00 0.00 10223 1.54 0.0733 0.0733
1430.00 0.00 10201 1.53 0.0732 0.0732
1435.00 0.00 10179 1.53 0.0732 0.0732
1440.00 0.00 10157 1.53 0.0731 0.0731
1445.00 0.00 10135 1.53 0.0731 0.0731
1450.00 0.00 10113 1.53 0.0730 0.0730
1455.00 0.00 10091 1.52 0.0730 0.0730
1460.00 0
00 10069 1.52 0
0729 0.0729
11465.00 .
0.00 10047 1.52 .
0.0729 0.0729
1470.00 0.00 10025 1.52 0.0728 0.0728
1475.00 0.00 10003 1.52 0.0728 0.0728
1480.00 0.00 9982 1.51 0.0727 0.0727
1485.00 0.00 9960 1.51 0.0727 0.0727
1490.00 0.00 9938 1.51 0.0726 0.0726
1495.00 0.00 9916 151 0.0726 0.0726
1500.00 0.00 9894 1.51 0.0725 0.0725
1505.00
11510.00 0.00
0.00 9873
9851 1.50
1.50 0.0725
0.0724 0.0725
0.0724
1515.00 0.00 9829 1.50 0.0724 0.0724
1520.00 0.00 9805 1.50 0.0723 0.0723
1525.00 0.00 97S6 1.50 0.0723 0.0723
1530.00 0.00 9764 1.49 0.0722 0.0722
11535.00 0.00 9742 1.49 0.0722 0.0722
1540.00 0.00 9721 1.49 0.0721 0.0721
1545.00 0.00 9699 1.49 0.0721 0.0721
1550.00 0.00 9673 1.49 0.0720 0.0720
Page 6 of 15
warm ' 1 1' t 1' 1
1555.00 0.00 9656 1.48 0.0720 0.0720
1560.00 0.00 9634 1.48 0.0719 0.0719
1565.00 0.00 9613 1.48 0.0719 0.0719
1570.00 0.00 9591 1.48 0.0718 0.0718
1575.00 0.00 9570 1.48 0.0718 0.0718
1580.00 0.00 9548 1.47 0.0717 0.0717
1585.00 0.00 9527 1.47 0.0717 0.0717
1590.00 0.00 9505 1.47 0.0716 0.0716
11595.00 0.00 9484 1.47 0.0716 0.0716
1600.00 0.00 9462 1.47 0.0715 0.0715
1605.00 0.00 9441 1.46 0.0715 0.0715
1610.00 0.00 9419 1.46 0.0714 0.0714
1
1615.00 0.00 9398 1.46 0.0714 0.0714
1620.00 0.00 9376 1.46 0.0713 0.0713
1625.00 0.00 9355 1.45 0.0713 0.0713
1630.00 0.00 9334 1.45 0.0712 0.0712
1635.00 0.00 9312 1.45 0.0712 0.0712
11640.00 0.00 9291 1.45 0.0711 0.0711
1645.00 0.00 9270 1.45 0.0711 0.0711
1650.00 0.00 9248 1.44 0.0710 0.0710
655.00
11,660.00 0.00
0.00 9227
9206 1.44
1.44 0.0710
0.0709 0.0710
0.0709
1665.00 0.00 9184 1.44 0.0709 0.0709
1670.00 0.00 9163 1.44 0.0708 0.0708
1675.00 0.00 9142 1.43 0.0708 0.0708
1680.00 0.00 9121 1.43 0.0707 0.0707
11685.00 0.00 9099 1.43 0.0707 0.0707
1690.00 0.00 9078 1.43 0.0706 0.0706
1695.00 0.00 9057 1.43 0.0706 0.0706
1700.00 0.00 9036 1.42 0.0705 0.0705
11705.00 0.00 9015 1.42 0.0705 0.0705
1710.00 0.00 8994 1.42 0.0704 0.0704
1715.00 0.00 8973 1.42 0.0704 0.0704
1720.00 0.00 8951 1.42 0.0703 0.0703
1725.00 0.00 8930 1.41 0.0703 0.0703
11730.00 0.00 8909 1.41 0.0702 0.0702
1735.00 0.00 8888 1.41 0.0701 0.0701
1740.00 0.00 8867 1.41 0.0701 0.0701
1745.00 0.00 8846 1.41 0.0700 0.0700
11750.00 0.00 8825 1.40 0.0700 0.0700
1755.00 0.00 8804 1.40 0.0699 0.0699
1760.00 0.00 8783 1.40 0.0699 0.0699
1765.00 0.00 8762 1.40 0.0698 0.0698
1770.00 0.00 8741 1.39 0.0698 0.0698
1
1775.00 0.00 8720 1.39 0.0697 0.0697
1780.00 0.00 8699 1.39 0.0697 0.0697
1785.00 0.00 8678 1.39 0.0696 0.0696
1790.00 0.00 8658 1.39 0.0696 0.0696
11795.00 0.00 8637 1.38 0.0695 0.0695
1800.00 0.00 8616 1.38 0.0695 0.0695
1805.00 0.00 8595 1.38 0.0694 0.0694
1810.00 0.00 8574 1.38 0.0694 0.0694
1815.00 0.00 8553 1.38 0.0693 0.0693
1820.00 0.00 8533 1.37 0.0693 0.0693
1825.00 0.00 8512 1.37 0.0692 0.0692
1830.00 0.00 8491 1.37 0.0692 0.0692
1835.00 0.00 8470 1.37 0.0691 0.0691
11840.00 0.00 8450 1.37 0.0691 0.0691
1845.00 0.00 8429 1.36 0.0690 0.0690
1850.00 0.00 8408 1.36 0.0690 0.0690
1855.00
1860.00 0.00
0.00 8387
8367 1.36
1.36 0.0689
0.0689 0.0689
0.0689
1865.00 0.00 8346 1.36 0.0688 0.0688
1870.00 0.00 8325 1.35 0.0687 0.0687
1875.00 0.00 8305 1.35 0.0687 0.0687
180.00 0.00 8284 1.35 0.0686 0.0686
11:85.00 0.00 8264 1.35 0.0686 0.0686
1890.00 0.00 8243 1.35 0.0685 0.0685
1895.00 0.00 8222 1.34 0.0685 0.0685
900.00
1 0.00 8202 1.34 0.0684 0.0684
1905.00
1 0.00 8181 1.34 0.0684 0.0684
1910.00 0.00 8161 1.34 0.0683 0.0683
1915.00 0.00 8140 1.33 0.0683 0.0683
1920.00 0.00 8120 1.33 0.0682 0.0682
925.00 0.00 8099 1.33 0.0682 0.0682
1:930.00 0.00 8079 1.33 0.0681 0.0681
1935.00 0.00 8059 1.33 0.0681 0.0681
1940.00 0.00 8038 1.32 0.0680 0.0680
1945.00 0.00 8018 132 0.0679 0.0679
Page 7 of 15
' ' 1 1 1 C 1 1' 1 1
1950.00 0.00 7997 1.32 0.0679 0.0679
1955.00 0.00 7977 1.32 0.0678 0.0678
1960
00 0
00 7957 1
32 0.0678 0.0678
1 .
1965.00 .
0.00 7936 .
1.31 0.0677 0.0677
1970.00 0.00 7916 1.31 0.0677 0.0677
1975.00 0.00 7896 1.31 0.0676 0.0676
1980.00 0.00 7875 1.31 0.0676 0.0676
1985.00 0.00 7855 1.31 0.0675 0.0675
1990.00 0.00 7835 1.30 0.0675 0.0675
1995.00 0.00 7815 1.30 0.0674 0.0674
2000.00 0.00 7794 1.30 0.0674 0.0674
2005.00 0.00 7774 1.30 0.0673 0.0673
2010.00 0.00 7754 1.30 0.0673 0.0673
2015.00 0.00 7734 1.29 0.0672 0.0672
2020.00 0.00 7714 1.29 0.0671 0.0671
2025.00 0.00 7694 1.29 0.0671 0.0671
2030.00 0.00 7673 1.29 0.0670 0.0670
2035.00 0.00 7653 1.28 0.0670 0.0670
2040.00 0.00 7633 1.28 0.0669 0.0669
2045.00 0.00 7613 1.28 0.0669 0.0669
2050.00 0.00 7593 1.28 0.0668 0.0668
2055.00 0.00 7573 1.28 0.0668 0.0668
2060.00 0.00 7553 1.27 0.0667 0.0667
2065.00 0.00 7533 1.27 0.0667 0.0667
2070.00 0.00 7513 1.27 0.0666 0.0666
2075.00 0.00 7493 1.27 0.0665 0.0665
2080.00 0.00 7473 1.27 0.0665 0.0665
2085.00 0.00 7453 1.26 0.0664 0.0664
2090.00 0.00 7433 1.26 0.0664 0.0664
2095.00 0.00 7413 1.26 0.0663 0.0663
2100.00 0.00 7393 1.26 0.0663 0.0663
2105.00 0.00 7373 1.26 0.0662 0.0662
2110.00 0.00 7354 1.25 0.0662 0.0662
2115.00 0.00 7334 1.25 0.0661 0.0661
2120.00 0.00 7314 1.25 0.0660 0.0660
2125.00 0.00 7294 1.25 0.0660 0.0660
2130.00 0.00 7274 1.25 0.0659 0.0659
2135.00 0.00 7255 1.24 0.0659 0.0659
2140.00 0.00 7235 1.24 0.0658 0.0658
2145.00 0.00 7215 1.24 0.0658 0.0658
2150.00 0.00 7195 1.24 0.0657 0.0657
2155.00 0.00 7176 1.23 0.0657 0.0657
2160.00
2165.00 0.00
0.00 7156
7136 1.23
1.23 0.0656
0.0655 0.0656
0.0655
2170.00 0.00 7117 1.23 0.0655 0.0655
2175.00 0.00 7097 1.23 0.0654 0.0654
2180.00 0.00 7077 1.22 0.0654 0.0654
2185.00 0.00 7058 1.22 0.0653 0.0653
2190.00 0.00 7038 1.22 0.0653 0.0653
2195.00 0.00 7018 1.22 0.0652 0.0652
2200.00 0.00 6999 1.22 0.0652 0.0652
2205.00
2210.00 0.00
0.00 6979
6960 1.21
1.21 0.0651
0.0650 0.0651
0.0650
2215.00 0.00 6940 1.21 0.0650 0.0650
2220.00 0.00 6921 1.21 0.0649 0.0649
2225.00 0.00 6901 1.21 0.0649 0.0649
2230.00 0.00 6882 1.20 0.0648 0.0648
2235.00 0.00 6862 1.20 0.0648 0.0648
2240.00 0.00 6843 1.20 0.0647 0.0647
2245.00 0.00 6824 1.20 0.0646 0.0646
2250.00 0.00 6804 1.19 0.0646 0.0646
2255.00 0.00 6785 1.19 0.0645 0.0645
2260.00 0.00 6765 1.19 0.0645 0.0645
2265.00 0.00 6746 1.19 0.0644 0.0644
2270.00 0.00 6727 1.19 0.0644 0.0644
2275.00 0.00 6708 1.18 0.0643 0.0643
2280.00 0.00 6688 1.18 0.0642 0.0642
2285.00 0.00 6669 1.18 0.0642 0.0642
2290.00 0.00 6650 1.18 0.0641 0.0641
2295.00 0.00 6630 1.18 0.0641 0.0641
2300.00 0.00 6611 1.17 0.0640 0.0640
2305.00 0.00 6592 1.17 0.0640 0.0640
2310.00 0.00 6573 1.17 0.0639 0.0639
2315
00 0
00 6554 1.17 0.0638 0.0638
.
2320.00 .
0.00 6535 1.17 0.0638 0.0638
2325.00 0.00 6515 1.16 0.0637 0.0637
2330.00 0.00 6496 1.16 0.0637 0.0637
233-5.00 0.00 6477 1.16 0.0636 0.0636
2340.00 0.00 6458 1.16 0.0636 0.0636
Papa 3 of 15

2345.00 0.00 6439 1.15 0.0635 0.0635
2350.00 0.00 6420 1.15 0.0634 0.0634
2355.00 0.00 6401 1
15 0.0634 0.0634
2360.00 0.00 6382 .
1.15 0.0633 0.0633
2365.00 0.00 6363 1.15 0.0633 0.0633
2370.00 0.00 6344 1.14 0.0632 0.0632
2375.00 0.00 6325 1.14 0.0631 0.0631
2380.00 0.00 6306 1.14 0.0631 0.0631
2385.00 0.00 6287 1.14 0.0630 0.0630
2390.00 0.00 6268 1.14 0.0630 0.0630
2395.00 0.00 6249 1.13 0.0629 0.0629
2400.00 0.00 6230 1.13 0.0629 0.0629
2405.00 0.00 6212 1.13 0.0628 0.0628
2410.00 0.00 6193 1.13 0.0627 0.0627
2415.00 0.00 6174 1.13 0.0627 0.0627
2420.00 0.00 6155 1.12 0.0626 0.0626
2425.00 0.00 6136 1.12 0.0626 0.0626
2430.00 0.00 6118 1.12 0.0625 0.0625
2435.00 0.00 6099 1.12 0.0624 0.0624
2440.00 0.00 6080 1.11 0.0624 0.0624
2445.00 0.00 6061 1.11 0.0623 0.0623
2450.00 0.00 6043 1.11 0.0623 0.0623
2455.00 0.00 6024 1.11 0.0622 0.0622
2460.00 0.00 6005 1.11 0.0621 0.0621
2465.00 0.00 5987 1.10 0.0621 0.0621
2470.00 0.00 5968 1.10 0.0620 0.0620
2475.00 0.00 5949 1.10 0.0620 0.0620
2480.00 0.00 5931 1.10 0.0619 0.0619
2485.00 0.00 5912 1.10 0.0618 0.0618
2490.00 0.00 5894 1.09 0.0618 0.0618
2495.00 0.00 5875 1.09 0.0617 0.0617
2500.00 0.00 5857 1.09 0.0617 0.0617
2505.00 0.00 5838 1.09 0.0616 0.0616
2510.00 0.00 5820 1.08 0.0615 0.0615
12515.00 0.00 5801 1.08 0.0615 0.0615
2520.00 0.00 5783 1.08 0.0614 0.0614
2525.00 0.00 5764 1.08 0.0614 0.0614
2530.00 0.00 5746 1.08 0.0613 0.0613
2535.00 0.00 5728 1.07 0.0612 0.0612
2540.00 0.00 5709 1.07 0.0612 0.0612
2545.00 0.00 5691 1.07 0.0611 0.0611
2550.00 0.00 5673 1.07 0.0611 0.0611
2555.00
2560.00 0.00
0.00 5654
5636 1.07
1.06 0.0610
0.0609 0.0610
0.0609
2565.00 0.00 5618 1.06 0.0609 0.0609
2570.00 0.00 5599 1.06 0.0608 0.0608
2575.00 0.00 5581 1.06 0.0607 0.0607
2580.00 0.00 5563 1.05 0.0607 0.0607
2585.00 0.00 5545 1.05 0.0606 0.0606
2590.00 0.00 5527 1.05 0.0606 0.0606
2595.00 0.00 5508 1.05 0.0605 0.0605
2600.00
2605.00 0.00
0.00 5490
5472 1.05
1.04 0.0604
0.0604 0.0604
0.0604
2610.00 0.00 5454 1.04 0.0603 0.0603
2615.00 0.00 5436 1.04 0.0603 0.0603
2620.00 0.00 5418 1.04 0.0602 0.0602
2625.00 0.00 5400 1.04 0.0601 0.0601
2630.00 0.00 5382 1.03 0.0601 0.0601
2635.00 0.00 5364 1.03 0.0600 0.0600
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Page 11 of 15

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4430.00 0.00 401 0.21 0.0269 0.0269
4435.00 0.00 393 0.20 0.0267 0.0267
4440.00 0.00 385 0.20 0.0266 0.0266
4445.00 0.00 377 0.20 0.0264 0.0264
4450.00 0.00 369 0.20 0.0262 0.0262
4455.00 0.00 361 0.19 0.0261 0.0261
4460.00 0.00 353 0.19 0.0259 0.0259
4465
00 0
00 346 0.19 0.0257 0.0257
.
' 4470.00 .
0.00 338 0.19 0.0255 0.0255
4475.00 0.00 330 0.18 0.0253 0.0253
4480.00 0.00 323 0.18 0.0252 0.0252
4485.00 0.00 315 0.18 0.0250 0.0250
4490.00 0.00 308 0.18 0.0248 0.0248
'
4495.00 0.00 300 0.17 0.0246 0.0246
4500.00 0.00 293 0.17 0.0244 0.0244
4505.00 0.00 286 0.17 0.0242 0.0242
4510.00 0.00 278 0.17 0.0240 0.0240
4515.00 0.00 271 0.16 0.0238 0.0238
4520.00 0.00 264 0.16 0.0236 0.0236
4525.00 0.00 257 0.16 0.0234 0.0234
4530.00 0.00 250 0.15 0.0232 0.0232
4535.00 0.00 243 0.15 0.0230 0.0230
4540.00 0.00 236 0.15 0.0228 0.0228
4545.00 0.00 229 0.15 0.0226 0.0226
4550.00 0.00 222 0.14 0.0224 0.0224
4555.00 0.00 216 0.14 0.0222 0.0222
4560.00 0.00 209 0.14 0.0220 0.0220
4565.00 0.00 202 0.14 0.0218 0.0218
4570.00 0.00 196 0.13 0.0216 0.0216
4575.00 0.00 189 0.13 0.0213 0.0213
4580.00 0.00 183 0.13 0.0211 0.0211
4585.00 0.00 177 0.12 0.0209 0.0209
4590.00 0.00 170 0.12 0.0206 0.0206
4595.00 0.00 164 0.12 0.0204 0.0204
4600.00 0.00 158 0.12 0.0202 0.0202
4605.00 0.00 152 0.11 0.0199 0.0199
4610.00 0.00 146 0.11 0.0197 0.0197
4615.00 0.00 140 0.11 0.0194 0.0194
4620
00 0.00 134 0.11 0.0192 0.0192
.
4625.00 0.00 128 0.10 0.0189 0.0189
4630.00 0.00 123 0.10 0.0187 0.0187
4635.00 0.00 117 0.10 0.0184 0.0184
4640.00 0.00 112 0.09 0.0181 0.0181
4645.00 0.00 106 0.09 0.0178 0.0178
4650.00 0.00 101 0.09 0.0176 0.0176
4655.00 0.00 96 0.09 0.0173 0.0173
4660.00 0.00 90 0.08 0.0170 0.0170
4665.00
4670.00 0.00
0.00 85
80 0.08
0.08 0.0167
0.0164 0.0167
0.0164
4675.00 0.00 75 0.07 0.0160 0.0160
4680.00 0.00 71 0.07 0.0157 0.0157
4685.00 0.00 66 0.07 0.0154 0.0154
4690.00 0.00 61 0.06 0.0150 0.0150
4695.00 0.00 57 0.06 0.0147 0.0147
4700.00 0.00 52 0.06 0.0143 0.0143
4705.00 0.00 48 0.06 0.0140 0.0140
4710.00 0.00 44 0.05 0.0136 0.0136
' Page 14 of 15
4715.00 0.00 40 0.05 0.0132 0.0132
4720.00 0.00 36 0.05 0.0127 0.0127
4725.00 0.00 32 0.04 0.0123 0.0123
4730.00 0.00 28 0.04 0.0119 0.0119
'
4735.00 0.00 25 0.04 0.0114 0.0114
4740.00 0.00 21 0.03 0.0109 0.0109
4745.00 0.00 18 0.03 0.0103 0.0103
4750.00 0.00 15 0.03 0.0097 0.0097
' 4755.00 0.00 12 0.02 0.0091 0.0091
4760.00 0.00 9 0.02 0.0084 0.0084
4765.00 0.00 7 0.02 0.0076 0.0076
4770.00 0.00 4 0.01 0.0067 0.0067
4775.00 0.00 2 0.01 0.0056 0.0056
4780.00 0.00 1 0.00 0.0039 0.0039
79.67 hours 3.3 days
Pond drains completely down at time 4,780 min utes or 3.3 days.

0
n

C

I Page 15 of 15

J
0

DRY BASIN
#2

t
Project No. DWQ
' DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
' Project Name : WEAVER5 POND
Contact Person: JOE FAULKNER Phone Number: (919)3G7-5790
' For projects with multiple basins, specify which basin this worksheet applies to:_ DRY 6A51N #2
Drainage Area: _acres PercentlmperviousArea: 32 %
Applicants Initials
9.514
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
. been met, attach an explanation of nrhy.
Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for dean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.

I
17
6.d
u

Dry Basin #2
Q=CIA Total Site Area = 9.514 acres
Proposed Impervious
Roadway - Total 35,124 s.f.
Sidewalk 3,228 If 12,912 s.f.
Lots @ 3,042 s.f./lot 28 ea 85,176 s.f. 28 12 Lots & 14 Full Lots
- s.f.
Impervious Total 133,212 s.f.
3.058 Acres
Weighted C Value
Impervious Area Pervious Area Weighted
133,212 s.f. 281,205 s.f. "C"
C - Value 0.95 0.30 Value
0.31 0.20 0.51
Detention Pond Design
(85 % Pollutant Removal Effeciency)
Total Drainage Area - 9.514 Acres
Impervious On-Site Area - 3.058 Acres
Percentage of Impervious Area - 32%
1" Storage Volume
Rv = 0.05+0.009 (1)
I = Percent Impervious
Rv = 0.339 (in./in.)
Volume = (Design Rainfall) (Rv) (Drainage Area)
1" Volume Required = 0.269 acres
11,713 c.f.
1" Volume Provided = 12,164 c.f.
Stage / Storage

Elev Contour Incremental Total Stage
Area Volume Volume

332.5 2,702
1,495 1,495 1
333 3,279
3,750 5,245 1.5
334 4,220
6,919 12,164 2.9
335.4 5,665
3,599 15,763 3.5
336 6,331
6,917 22,680 4.5
337 7,503
1" Volume Elevation (Provided)= 335.4
t
t
1
1
1
1
1
1
Drawdown calculation for 1" Volume
Orifice required for 2-5 Day Drawdown
2.9 ft of storage, 1.4 ft of avg head
1.00 in,P Orifice Size Q2-day= 5,462
Q = 0.032 cfs Q5-day= 13,654
So, this Orifice will drawdown pond in 4.29 days (This references required
volume calc)
Storage depth= 2.90 ft Intermim Calc. 9.663333
Average head= 1.45 ft Orifice Area = 0.005451 Used for Q

Maximum Release of 2-5 Day Draw down would be based upon the 4.3 feet storage depth.
1:D0 in. Orifice Size Intermim Calc. 13.66602
Qmax= 0.045 cfs Orifice Area = 0.005451

Level Spreader Required = Qmax' 13 feet
L = 0.6 feet
The proposed flared end section will disperse the 1"flush flow due to such a low discharge rate.
Peak Flow Q10
= 7.22 in/hr.
C = 0.51
A = 9.51 Ac.
EMERGENCY SPILLWAY
CHECK
Q10 = CIA
Q10 = 35.0 CFS
Principal Spillway Riser Elevation =
Riser Invert Elevation =
Barrel Invert =
Barrel Length =
Barrel Size =
Kp =
Barrel Area =
Q barrel =
I = 9.72 in/hr.
C = 0.51
A = 9.51 Ac.
Q100= CIA
Q100 =
335.4
332
331.5
44 ft.
36 "RCP
0.00616
7.07 sf
56.92 cfs
Block Riser
Length of Riser
Width of Riser
Width of Weir
Q riser = 51.2 cfs
H = 0.90 ft
5 ft inside dimension
5 ft inside dimension
20 ft
47.1 CFS
Capable of
Carrying
H is Weir depth above riser.
Maximum Water Surface Elevation = 335.6
Spillway Elev. _
Width =
Depth =
Qspillway =
Qspillway+ Qbarrel = Q25
335.00
0
0.5
0.0 cfs
56.9 cfs
pass
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est

332.5 2,702 - - - -
333.0 3,279 1,495 1,495 0.50 7.31 -0.69 0.59
334.0 4,220 3,750 5,245 1.50 8.56 0.41 1.52
335.0 5,237 4,729 9,973 2.50 9.21 0.92 2.46
336.0 6,331 5,784 15,757 3.50 9.67 1.25 3.47
337.0 7,503 6,917 22,674 4.50 10.03 1.50 4.56
' Regression Output:
6= 1.328404089 (X Variable CoefE)
Ks= 3,017 (ey-'-° )
?tage - Storage Equation is of the form: S = (Ks)(Zf
Check of Ks and b : S = Ks z
Storagae Area Stage
3,017 1
7,578 2
12,985 3
19,029 4
22,252 4.5 9
t

I-]

Page 1 of 11
Barrel
n factor= 0.013
Dia, of Orifice = 36.0 inches
Area of Orifice, (Ao) = 7.07 sf
Pipe Length, (L) = 80.0 feet
Friction Coef .., (Kp) = 0.0072
Inv, of Barrel = 332.00 feet
Riser
'Elev. of Riser Crest = 335.40 feet
Circular:
ia, of Riser = 0 inches
f
eir Length = _ feet
rea of Riser = sq. ft.
Rectanerdar•
Length of Riser = 5 feet
Width of Riser = 5 feet
Weir Length = 20 feet
Area of Riser = 25 sq.ft.
VMM71Trm1f"&V1#17i
Barre None
Area
Dia. of ]3=cl = 1.5 inches 0.0122718
Inv of Control Barrel 332.5

1

Page 2 of 11
Control TOTAL
TIME INFLOW STORAGE STAGE BARREL OUTFLOW
min cfs fct L cfs cfs
0.00 0.00 11713 2.78 0.0984 0.0984
5.00 0.00 11713 2.78 0.0984 0.0984
10.00 0.00 11683 2.77 0.0984 0.0984
15.00 0.00 11654 2.77 0.0983 0.0983
20.00 0.00 11624 2.76 0.0982 0.0982
25.00 0.00 11595 2.75 0.0981 0.0981
30.00 0.00 11566 2.75 0.0980 0.0980
35.00 0.00 11536 2.74 0.0979 0.0979
40.00 0.00 11507 2.74 0.0978 0.0978
45.00 0.00 11478 2.73 0.0977 0.0977
50.00 0.00 11448 2.73 0.0976 0.0976
55.00 0.00 11419 2.72 0.0975 0.0975
60.00 0.00 11390 2.72 0.0974 0.0974
65.00 0.00 11360 2.71 0.0973 0.0973
70.00 0.00 11331 2.71 0.0972 0.0972
75
00 00
0 11302 70
2 0.0971 0.0971
.
80.00 .
0.00 11273 .
2.70 0.0970 0.0970
85.00 0.00 11244 2.69 0.0969 0.0969
90.00 0.00 11215 2.69 0.0969 0.0969
95.00 0.00 11186 2.68 0.0968 0.0968
100.00 0.00 11157 2.68 0.0967 0.0967
105.00 0.00 11128 2.67 0.0966 0.0966
110.00 0.00 11099 2.67 0.0965 0.0965
115.00 0.00 11070 2.66 0.0964 0.0964
120.00 0.00 11041 2.66 0.0963 0.0963
125.00 0.00 11012 2.65 0.0962 0.0962
130.00 0.00 10983 2.64 0.0961 0.0961
135.00 0.00 10954 2.64 0.0960 0.0960
140.00 0.00 10925 2.63 0.0959 0.0959
145.00 0.00 10897 2.63 0.0958 0.0958
150.00 0.00 10868 2.62 0.0957 0.0957
155.00 0.00 10839 2.62 0.0956 0.0956
160.00 0.00 10811 2.61 0.0955 0.0955
165.00 0.00 10782 2.61 0.0954 0.0954
170.00 0.00 10753 2.60 0.0953 0.0953
175.00 0.00 10725 2.60 0.0952 0.0952
180.00 0.00 10696 2.59 0.0951 0.0951
185.00 0.00 10668 2.59 0.0950 0.0950
190.00 0.00 10639 2.58 0.0949 0.0949
195.00 0.00 10611 2.58 0.0949 0.0949
200.00 0.00 10582 2.57 0.0948 0.0948
205.00 0.00 10554 2.57 0.0947 0.0947
210.00 0.00 10525 2.56 0.0946 0.0946
215.00 0.00 10497 2.56 0.0945 0.0945
220.00 0.00 10469 2.55 0.0944 0.0944
225.00 0.00 10440 2.55 0.0943 0.0943
230.00 0.00 10412 2.54 0.0942 0.0942
235.00 0.00 10384 2.54 0.0941 0.0941
240.00 0.00 10355 2.53 0.0940 0.0940
245.00 0.00 10327 2.52 0.0939 0.0939
250.00 0.00 10299 2.52 0.0938 0.0938
255.00 0.00 10271 2.51 0.0937 0.0937
260.00 0.00 10243 2.51 0.0936 0.0936
265.00 0.00 10215 2.50 0.0935 0.0935
270.00 0.00 10187 2.50 0.0934 0.0934
275.00
280.00 0.00
0.00 10159
10131 2.49
2.49 0.0933
0.0932 0.0933
0.0932
285.00 0.00 10103 2.48 0.0931 0.0931
290.00 0.00 10075 2.48 0.0930 0.0930
295.00 0.00 10047 2.47 0.0929 0.0929
300.00 0.00 10019 2.47 0.0928 0.0928
305.00 0.00 9991 2.46 0.0927 0.0927
310.00 0.00 9963 2.46 0.0926 0.0926
315.00 0.00 9936 2.45 0.0925 0.0925
320.00 0.00 9908 2.45 0.0924 0.0924
325.00 0.00 9880 2.44 0.0923 0.0923
330.00 0.00 9852 2.44 0.0922 0.0922
335.00 0.00 9825 2.43 0.0921 0.0921
340.00 0.00 9797 2.43 0.0920 0.0920
345.00 0.00 9769 2.42 0.0919 0.0919
350.00 0.00 97-12 2.42 0.0919 0.0919
355.00 0.00 9714 2.41 0.0918 0.0918
360.00 0.00 9687 2.41 0.0917 0.0917
365.00 0.00 9659 2.40 0.0916 0.0916
Page 3 of 11
' ' 1 1 1 ' : • Mill ' 1 "
370.00 0.00 9632 2.40 0.0915 0.0915
375.00 0.00 9604 2.39 0.0914 0.0914
380.00 0.00 9577 2.39 0.0913 0.0913
385.00 0.00 9550 2.38 0.0912 0.0912
390.00 0.00 9522 2.38 0.0911 0.0911
395.00 0.00 9495 2.37 0.0910 0.0910
400.00 0.00 9468 2.37 0.0909 0.0909
405.00 0.00 9440 2.36 0.0908 0.0908
410.00 0.00 9413 2.35 0.0907 0.0907
415.00 0.00 9386 2.35 0.0906 0.0906
420.00 0.00 9359 2.34 0.0905 0.0905
425.00
430.00 0.00
0.00 9332
9305 2.34
2.33 0.0904
0.0903 0.0904
0.0903
435.00 0.00 9277 2.33 0.0902 0.0902
440.00 0.00 9250 2.32 0.0901 0.0901
445.00 0.00 9223 2.32 0.0900 0.0900
450.00 0.00 9196 2.31 0.0899 0.0899
455.00 0.00 9169 2.31 0.0898 0.0898
460.00 0.00 9142 2.30 0.0897 0.0897
465.00 0.00 9116 2.30 0.0896 0.0896
470.00 0.00 9089 2.29 0.0895 0.0895
475.00 0.00 9062 2.29 0.0894 0.0894
480.00 0.00 9035 2.28 0.0893 0.0893
485.00 0.00 9008 2.28 0.0892 0.0892
490.00 0.00 8981 2.27 0.0891 0.0891
495.00 0.00 8955 2.27 0.0890 0.0890
1 500.00 0.00 8928 2.26 0.0889 0.0889
505.00 0.00 8901 2.26 0.0888 0.0888
510.00 0.00 8875 2.25 0.0887 0.0887
515.00 0.00 8848 2.25 0.0886 0.0886
520.00 0.00 8822 2.24 0.0885 0.0885
525.00 0.00 8795 2.24 0.0884 0.0884
530.00 0.00 8769 2.23 0.0883 0.0883
535.00 0.00 8742 2.23 0.0882 0.0882
540.00 0.00 8716 2.22 0.0881 0.0881
545.00 0.00 8689 2.22 0.0880 0.0880
550.00 0.00 8663 2.21 0.0879 0.0879
555.00 0.00 8636 2.21 0.0878 0.0878
560.00 0.00 8610 2.20 0.0877 0.0877
' 565.00 0.00 8584 2.20 0.0876 0.0876
570.00 0.00 8557 2.19 0.0875 0.0875
575.00 0.00 8531 2.19 0.0874 0.0874
00
580 00
0 8505 2.18 0.0873 0.0873
.
585.00 .
0.00 8479 2.18 0.0872 0.0872
590.00 0.00 8453 2.17 0.0871 0.0871
595.00 0.00 8427 2.17 0.0870 0.0870
600.00 0.00 8400 2.16 0.0869 0.0869
605.00 0.00 8374 2.16 0.0868 0.0868
' 610.00 0.00 8348 2.15 0.0867 0.0867
615.00 0.00 8322 2.15 0.0866 0.0866
620.00 0.00 8296 2.14 0.0865 0.0865
625.00
630.00 0.00
0.00 8270
8245 2.14
2.13 0.0864
0.0863 0.0864
0.0863
635.00 0.00 8219 2.13 0.0862 0.0862
640.00 0.00 8193 2.12 0.0861 0.0861
645.00 0.00 8167 2.12 0.0860 0.0860
650.00 0.00 8141 2.11 0.0859 0.0859
655.00 0.00 8115 2.11 0.0857 0.0857
660.00 0.00 8090 2.10 0.0856 0.0856
665.00 0.00 8064 2.10 0.0855 0.0855
670.00 0.00 8038 2.09 0.0854 0.0854
' 675.00 0.00 8013 2.09 0.0853 0.0853
680.00 0.00 7987 2.08 0.0852 0.0852
685.00 0.00 7962 2.08 0.0851 0.0851
690.00 0.00 7936 2.07 0.0850 0.0850
695.00 0.00 7911 2.07 0.0849 0.0849
700.00 0.00 7885 2.06 0.0848 0.0848
705.00 0.00 7860 2.06 0.0847 0.0847
710.00 0.00 7834 2.05 0.0846 0.0846
715.00 0.00 7809 2.05 0.0845 0.0845
720.00 0.00 7783 2.04 0.0844 0.0844
725.00 0.00 7758 2.04 0.0343 0.0843
730.00 0.00 7733 2.03 0.0842 0.0842
735.00 0.00 7703 2.03 O.OS41 0.0841
' 740.00 0.00 7632 2.02 0.0840 0.0840
745.00 0.00 7657 2.02 0.0539 0.0839
750.00 0.00 7632 2.01 0.0838 0.0338
755.00 0.00 7607 2.01 0.0837 0.0837
760.00 0.00 7582 2.00 0.0836 0.0836
Page 4 of 11
' 1 1 1' t 1 1' 1 1
765.00 0.00 7557 200 0.0835 0.0835
770.00 0.00 7532 1.99 0.0834 0.0834
775.00
780.00 0.00
0.00 7507
7482 1.99
1.98 0.0833
0.0832 0.0833
0.0832
785.00 0.00 7457 1.98 0.0831 0.0831
790.00 0.00 7432 1.97 0.0830 0.0830
795.00 0.00 7407 1.97 0.0829 0.0829
800.00 0.00 7382 1.96 0.0827 0.0827
805.00 0.00 7357 1.96 0.0826 0.0826
810.00 0.00 7332 1.95 0.0825 0.0825
815.00 0.00 7308 1.95 0.0824 0.0824
820.00 0.00 7283 1.94 0.0823 0.0823
825.00 0.00 7258 1.94 0.0822 0.0822
830.00 0.00 7234 1.93 0.0821 0.0821
835.00 0.00 7209 1.93 0.0820 0.0820
840.00 0.00 7184 1.92 0.0819 0.0819
845.00 0.00 7160 1.92 0.0818 0.0818
850.00 0.00 7135 1.91 0.0817 0.0817
855.00 0.00 7111 1.91 0.0816 0.0816
860.00 0.00 7086 1.90 0.0815 0.0815
865.00 0.00 7062 1.90 0.0814 0.0814
870.00 0.00 7037 1.89 0.0813 0.0813
875.00 0.00 7013 1.89 0.0812 0.0812
880.00 0.00 6989 1.88 0.0811 0.0811
885.00 0.00 6964 1.88 0.0810 0.0810
890.00 0.00 6940 1.87 0.0808 0.0808
895.00 0.00 6916 1.87 0.0807 0.0807
900.00 0.00 6892 1.86 0.0806 0.0806
905.00 0.00 6867 1.86 0.0805 0.0805
910.00 0.00 6843 1.85 0.0804 0.0804
915.00 0.00 6819 1.85 0.0803 0.0803
920.00 0.00 6795 1.84 0.0802 0.0802
925.00 0.00 6771 1.84 0.0801 0.0801
930
00 00
0 6747 1.83 0.0800 0.0800
.
935.00 .
0.00 6723 1.83 0.0799 0.0799
940.00 0.00 6699 1.82 0.0798 0.0798
945.00 0.00 6675 1.82 0.0797 0.0797
950.00 0.00 6651 1.81 0.0796 0.0796
955.00 0.00 6627 1.81 0.0795 0.0795
960.00 0.00 6603 1.80 0.0793 0.0793
965.00 0.00 6580 1.80 0.0792 0.0792
970.00 0.00 6556 1.79 0.0791 0.0791
975.00
980.00 0.00
0.00 6532
6508 1.79
1.78 0.0790
0.0789 0.0790
0.0789
985.00 0.00 6485 1.78 0.0788 0.0788
990.00 0.00 6461 1.77 0.0787 0.0787
995.00 0.00 6437 1.77 0.0786 0.0786
1000.00 0.00 6414 1.76 0.0785 0.0785
1005.00 0.00 6390 1.76 0.0784 0.0784
1010.00 0.00 6367 1.75 0.0783 0.0783
1015.00 0.00 6343 1.75 0.0782 0.0782
1020.00 0.00 6320 1.74 0.0780 0.0780
1025.00 0.00 6296 1.74 0.0779 0.0779
1030.00 0.00 6273 1.73 0.0778 0.0778
1035.00 0.00 6250 1.73 0.0777 0.0777
1040.00 0.00 6226 1.73 0.0776 0.0776
1045.00 0.00 6203 1.72 0.0775 0.0775
1050.00 0.00 6180 1.72 0.0774 0.0774
1055.00 0.00 6157 1.71 0.0773 0.0773
1060.00 0.00 6134 1.71 0.0772 0.0772
1065.00 0.00 6110 1.70 0.0771 0.0771
1070.00 0.00 6087 1.70 0.0770 0.0770
1075.00 0.00 6064 1.69 0.0768 0.0768
1080.00 0.00 6041 1.69 0.0767 0.0767
1085.00 0.00 6018 1.68 0.0766 0.0766
1090.00 0.00 5995 1.68 0.0765 0.0765
1095.00 0.00 5972 1.67 0.0764 0.0764
1100.00 0.00 5949 1.67 0.0763 0.0763
1105.00 0.00 5926 1.66 0.0762 0.0762
1110.00 0.00 5903 1.66 0.0761 0.0761
1115.00 0.00 5881 1.65 0.0760 0.0760
1120.00 0.00 5858 1.65 0.0758 0.0758
1125.00 0.00 5835 1.64 0.0757 0.0757

' 1130.00
1135.00 0.00
0.00 5812
5790 1.64
1.63 0.0756
0.0755 0.0756
0.0755
1140.00 0.00 5767 1.63 0.0754 0.0754
1145.00 0.00 5744 1.62 0.0753 0.0753
1150.00 0.00 5722 1.62 0.0752 0.0752
1155.00 0.00 5699 1.61 0.0751 0.0751
Page 5 of 11

1160.00 0.00 5677 1.61 0.0750 0.0750
1165.00 0.00 5654 1.60 0.0748 0.0748
1170.00 0.00 5632 1.60 0.0747 0.0747
1175.00 0.00 5609 1.59 0.0746 0.0746
1180.00 0.00 5587 1.59 0.0745 0.0745
1185.00 0.00 5565 1.59 0.0744 0.0744
1190.00 0.00 5542 1.58 0.0743 0.0743
1195.00 0.00 5520 1.58 0.0742 0.0742
1200.00 0.00 5498 1.57 0.0741 0.0741
1205.00 0.00 5476 1.57 0.0739 0.0739
1210.00 0.00 5453 1.56 0.0738 0.0738
1215.00 0.00 5431 1.56 0.0737 0.0737
1220.00 0.00 5409 1.55 0.0736 0.0736
1225.00 0.00 5387 1.55 0.0735 0.0735
1230.00 0.00 5365 1.54 0.0734 0.0734
1235.00 0.00 5343 1.54 0.0733 0.0733
1240.00 0.00 5321 1.53 0.0732 0.0732
1 1245.00 0.00 5299 1.53 0.0730 0.0730
1250.00 0.00 5277 1.52 0.0729 0.0729
1255.00 0.00 5255 1.52 0.0728 0.0728
1260.00 0.00 5233 1.51 0.0727 0.0727
1 1265.00 0.00 5212 1.51 0.0726 0.0726
1270.00 0.00 5190 1.50 0.0725 0.0725
1275.00 0.00 5168 1.50 0.0724 0.0724
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00 00
0 5146 1.49 0.0722 0.0722
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0.00 5125 1.49 0.0721 0.0721
1290.00 0.00 5103 1.49 0.0720 0.0720
1295.00 0.00 5082 1.48 0.0719 0.0719
1300.00 0.00 5060 1.48 0.0718 0.0718
1305.00 0.00 5038 1.47 0.0717 0.0717
1310.00 0.00 5017 1.47 0.0716 0.0716
1315.00 0.00 4995 1.46 0.0714 0.0714
1320.00 0.00 4974 1.46 0.0713 0.0713
325.00
1 0.00 4953 1.45 0.0712 0.0712
1330.00 0.00 4931 1.45 0.0711 0.0711
1335.00 0.00 4910 1.44 0.0710 0.0710
1340.00 0.00 4889 1.44 0.0709 0.0709
1345.00 0.00 4867 1.43 0.0707 0.0707
1350.00 0.00 4846 1.43 0.0706 0.0706
1355.00 0.00 4825 1.42 0.0705 0.0705
1360.00 0.00 4804 1.42 0.0704 0.0704
1365.00 0.00 4783 1.41 0.0703 0.0703
1370.00 0.00 4762 1.41 0.0702 0.0702
1375.00 0.00 4741 1.41 0.0700 0.0700
1380.00 0.00 4720 1.40 0.0699 0.0699
1385.00 0.00 4699 1.40 0.0698 0.0698
1390.00 0.00 4678 1.39 0.0697 0.0697
1395.00 0.00 4657 1.39 0.0696 0.0696
1400.00 0.00 4636 1.38 0.0695 0.0695
1405.00 0.00 4615 1.38 0.0693 0.0693
1410.00 0.00 4594 1.37 0.0692 0.0692
1415.00 0.00 4573 1.37 0.0691 0.0691
1420.00 0.00 4553 136 0.0690 0.0690
1425.00 0.00 4532 1.36 0.0689 0.0689
1430.00 0.00 4511 1.35 0.0687 0.0687
1435.00 0.00 4491 1.35 0.0686 0.0686
1440.00 0.00 4470 1.34 0.0685 0.0685
1445.00 0.00 4450 1.34 0.0684 0.0684
1450.00 0.00 4429 1.33 0.0683 0.0683
1455.00 0.00 4409 1.33 0.0682 0.0682
1460.00 0.00 4388 1.33 0.0680 0.0680
1465.00 0.00 4368 1.32 0.0679 0.0679
1470.00 0.00 4347 1.32 0.0678 0.0678
1475.00 0.00 4327 1.31 0.0677 0.0677
1480
00 0
00 4307 1.31 0.0676 0.0676
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1485.00 .
0.00 4286 1.30 0.0674 0.0674
1490.00 0.00 4266 1.30 0.0673 0.0673
1495.00 0.00 4246 1.29 0.0672 0.0672
1500.00 0.00 4226 1.29 0.0671 0.0671
1505.00 0.00 4206 1.28 0.0670 0.0670
1510.00 0.00 4186 1.28 0.0668 0.0668
1515.00 0.00 4166 1.27 0.0667 0.0667
1520.00 0.00 4146 1.27 0.0666 0.0666
1525.00 0.00 4126 1.27 0.0665 0.0665
1530.00 0.00 4106 1.26 0.0664 0.0664
1535.00 0.00 4086 1.26 0.0662 0.0662
1540.00 0.00 4066 1.25 0.0661 0.0661
1545.00 0.00 4046 1.25 0.0660 0.0660
1550.00 0.00 4026 1.24 0.0659 0.0659
Paga 6 of t t
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1555.00 0.00 4007 1.24 0.0657 0.0657
1560.00 0.00 3987 1.23 0.0656 0.0656

' 1565.00
1570.00 0.00
0.00 3967
3947 1.23
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0.0654 0.0655
0.0654
1575.00 0.00 3928 1.22 0.0653 0.0653
1580.00 0.00 3908 1.21 0.0651 0.0651
1585.00 0.00 3889 1.21 0.0650 0.0650
1590.00 0.00 3869 1.21 0.0649 0.0649
1595.00 0.00 3850 1.20 0.0648 0.0648
1600.00 0.00 3830 1.20 0.0646 0.0646
1605.00 0.00 3811 1.19 0.0645 0.0645
1610.00 0.00 3792 1.19 0.0644 0.0644
1615.00 0.00 3772 1.18 0.0643 0.0643
1620.00 0.00 3753 1.18 0.0641 0.0641
1625.00 0.00 3734 1.17 0.0640 0.0640
1630.00 0.00 3715 1.17 0.0639 0.0639
1635.00 0.00 3695 1.16 0.0638 0.0638
1640.00 0.00 3676 1.16 0.0636 0.0636
1645.00 0.00 3657 1.16 0.0635 0.0635
1650.00 0.00 3638 1.15 0.0634 0.0634
1655.00 0.00 3619 1.15 0.0633 0.0633
' 1660.00 0.00 3600 1.14 0.0631 0.0631
1665.00 0.00 3581 1.14 0.0630 0.0630
1670.00 0.00 3562 1.13 0.0629 0.0629
1675.00 0.00 3543 1.13 0.0628 0.0628
1680.00 0.00 3525 1.12 0.0626 0.0626
1 1685.00 0.00 3506 1.12 0.0625 0.0625
1690.00 0.00 3487 1.12 0.0624 0.0624
1695.00 0.00 3468 1.11 0.0623 0.0623
1700.00 0.00 3450 1.11 0.0621 0.0621
1705.00 0.00 3431 1.10 0.0620 0.0620
1710.00 0.00 3412 1.10 0.0619 0.0619
1715.00 0.00 3394 1.09 0.0618 0.0618
1720
00 0.00 3375 1.09 0.0616 0.0616
.
1725.00 0.00 3357 1.08 0.0615 0.0615
1730.00 0.00 3338 1.08 0.0614 0.0614
1735.00 0.00 3320 1.07 0.0613 0.0613
1740.00 0.00 3302 1.07 0.0611 0.0611
1745.00 0.00 3283 1.07 0.0610 0.0610
1750.00 0.00 3265 1.06 0.0609 0.0609
1755.00 0.00 3247 1.06 0.0607 0.0607
1760.00 0.00 3228 1.05 0.0606 0.0606
1765.00
1770.00 0.00
0.00 3210
3192 1.05
1.04 0.0605
0.0604 0.0605
0.0604
1775.00 0.00 3174 1.04 0.0602 0.0602
1780.00 0.00 3156 1.03 0.0601 0.0601
1785.00 0.00 3138 1.03 0.0600 0.0600
1790.00 0.00 3120 1.03 0.0598 0.0598
1795.00 0.00 3102 1.02 0.0597 0.0597
1800.00 0.00 3084 1.02 0.0596 0.0596
1805.00 0.00 3066 1.01 0.0594 0.0594
1810.00 0.00 3048 1.01 0.0593 0.0593
' 1815.00 0.00 3031 1.00 0.0592 0.0592
1820.00 0.00 3013 1.00 0.0591 0.0591
1825.00 0.00 2995 0.99 0.0589 0.0589
1830.00 0.00 2977 0.99 0.0588 0.0588
1835.00 0.00 2960 0.99 0.0587 0.0587
' 1840.00 0.00 2942 0.98 0.0585 0.0585
1845.00 0.00 2925 0.98 0.0584 0.0584
1850.00 0.00 2907 0.97 0.0583 0.0583
1855.00 0.00 2890 0.97 0.0581 0.0581
1860.00 0.00 2872 0.96 0.0580 0.0580
1865.00 0.00 2855 0.96 0.0579 0.0579
1870.00 0.00 2837 0.95 0.0577 0.0577
1875.00 0.00 2820 0.95 0.0576 0.0576
1880.00 0.00 2803 0.95 0.0575 0.0575
1885.00 0.00 2786 0.94 0.0573 0.0573
1890.00 0.00 2768 0.94 0.0572 0.0572
1895.00 0.00 2751 0.93 0.0571 0.0571
1900.00 0.00 2734 0.93 0.0569 0.0569
1905.00 0.00 2717 0.92 0.0568 0.0568
1910.00 0.00 2700 0.92 0.0567 0.0567
1915.00 0.00 2683 0.92 0.0565 0.0565
1920
00 0
00 2666 0.91 0.0564 0.0564
.
1925.00 .
0.00 2649 0.91 0.0563 0.0563
1930.00 0.00 2632 0.90 0.0561 0.0561
1935.00 0.00 2615 0.90 0.0560 0.0560
1940.00 0.00 2599 0.89 0.0559 0.0559
' 1945.00 0.00 2582 0.89 0.0557 0.0557
Page 7 of t t
0IM-2119101 1 1' :• ' e 1' 11
1950.00 0.00 2565 0.88 0.0556 0.0556
1955.00 0.00 2548 0.88 0.0554 0.0554
1960.00 0.00 2532 0.88 0.0553 0.0553
1965.00 0.00 2515 0.87 0.0552 0.0552
1970.00 0.00 2499 0.87 0.0550 0.0550
1975.00 0.00 2482 0.86 0.0549 0.0549
1980.00 0.00 2466 0.86 0.0548 0.0548
1985.00 0.00 2449 0.85 0.0546 0.0546
'
1990.00 0.00 2433 0.85 0.0545 0.0545
1995.00 0.00 2416 0.85 0.0543 0.0543
2000.00 0.00 2400 0.84 0.0542 0.0542
2005.00
' 2010.00 0.00
0.00 2384
2368 0.84
0.83 0.0541
0.0539 0.0541
0.0539
2015.00 0.00 2352 0.83 0.0538 0.0538
2020.00 0.00 2335 0.82 0.0537 0.0537
2025.00 0.00 2319 0.82 0.0535 0.0535
2030.00 0.00 2303 0.82 0.0534 0.0534
'
2035.00 0.00 2287 0.81 0.0532 0.0532
2040.00 0.00 2271 0.81 0.0531 0.0531
2045.00 0.00 2255 0.80 0.0530 0.0530
2050.00 0.00 2239 0.80 0.0528 0.0528
2055.00 0.00 2224 0.79 0.0527 0.0527
2060.00 0.00 2208 0.79 0.0525 0.0525
2065.00 0.00 2192 0.79 0.0524 0.0524
2070.00 0.00 2176 0.78 0.0522 0.0522
2075.00 0.00 2161 0.78 0.0521 0.0521
2080.00 0.00 2145 0.77 0.0520 0.0520
2085.00 0.00 2129 0.77 0.0518 0.0518
2090.00 0.00 2114 0.76 0.0517 0.0517
2095.00 0.00 2098 0.76 0.0515 0.0515
' 2100.00 0.00 2083 0.76 0.0514 0.0514
2105.00 0.00 2067 0.75 0.0513 0.0513
2110.00 0.00 2052 0.75 0.0511 0.0511
2115.00 0.00 2037 0.74 0.0510 0.0510
2120.00 0.00 2021 0.74 0.0508 0.0508
2125.00 0.00 2006 0.74 0.0507 0.0507
2130.00 0.00 1991 0.73 0.0505 0.0505
2135.00 0.00 1976 0.73 0.0504 0.0504
2140.00 0.00 1961 0.72 0.0502 0.0502
2145.00 0.00 1946 0.72 0.0501 0.0501
2150.00 0.00 1931 0.71 0.0499 0.0499
2155.00 0.00 1916 0.71 0.0498 0.0498
2160.00 0.00 1901 0.71 0.0497 0.0497
2165.00 0.00 1886 0.70 0.0495 0.0495
2170.00 0.00 1871 0.70 0.0494 0.0494
2175.00 0.00 1856 0.69 0.0492 0.0492
2180.00 0.00 1841 0.69 0.0491 0.0491
2185.00 0.00 1827 0.69 0.0489 0.0489
2190.00 0.00 1812 0.68 0.0488 0.0488
2195.00 0.00 1797 0.68 0.0486 0.0486
2200.00 0.00 1783 0.67 0.0485 0.0485
2205
00 0
00 1768 0
67 0.0483 0.0483
.
' 2210.00 .
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0.66 0.0482 0.0482
2215.00 0.00 1739 0.66 0.0480 0.0480
2220.00 0.00 1725 0.66 0.0479 0.0479
2225.00 0.00 1711 0.65 0.0477 0.0477
2230.00 0.00 1696 0.65 0.0476 0.0476
2235.00 0.00 1682 0.64 0.0474 0.0474
2240.00 0.00 1668 0.64 0.0473 0.0473
2245.00 0.00 1654 0.64 0.0471 0.0471
2250.00 0.00 1639 0.63 0.0470 0.0470
2255.00 0.00 1625 0.63 0.0468 0.0468
2260.00 0.00 1611 0.62 0.0467 0.0467
2265.00 0.00 1597 0.62 0.0465 0.0465
2270.00 0.00 1583 0.62 0.0464 0.0464
2275.00 0.00 1569 0.61 0.0462 0.0462
2280.00 0.00 1556 0.61 0.0460 0.0460
2285.00 0.00 1542 0.60 0.0459 0.0459
2290.00 0.00 1528 0.60 0.0457 0.0457
2295.00 0.00 1514 0.60 0.0456 0.0456
2300.00 0.00 1501 0.59 0.0454 0.0454
2305.00 0.00 1487 0.59 0.0453 0.0453
2310.00 0.00 1473, 0.58 0.0451 0.0451
2315.00 0.00 1460 0.58 0.0450 0.0450
2320.00 0.00 1446 0.57 0.0448 0.0448
'
2325.00 0.00 1433 0.57 0.0446 0.0446
2330.00 0.00 1420 0.57 0.0445 0.0445
2335.00 0.00 1406 0.56 0.0443 0.0443
2340.00 0.00 1393 0.56 0.0442 0.0442
Page 8 of 11

2345.00 0.00 1390 0.55 0.0440 0.0440
2350.00 0.00 1366 0.55 0.0439 0.0439
2355.00 0.00 1353 0.55 0.0437 0.0437
2360.00 0.00 1340 0.54 0.0435 0.0435
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2365.00 0.00 1327 0.54 0.0434 0.0434
2370.00 0.00 1314 0.53 0.0432 0.0432
2375.00 0.00 1301 0.53 0.0431 0.0431
2380.00 0.00 1288 0.53 0.0429 0.0429
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2385.00 0.00 1275 0.52 0.0427 0.0427
2390.00 0.00 1263 0.52 0.0426 0.0426
2395.00 0.00 1250 0.52 0.0424 0.0424
2400.00 0.00 1237 0.51 0.0422 0.0422
2405.00 0.00 1224 0.51 0.0421 0.0421
2410.00 0.00 1212 0.50 0.0419 0.0419
2415.00 0.00 1199 0.50 0.0418 0.0418
2420.00 0.00 1187 0.50 0.0416 0.0416
2425.00 0.00 1174 0.49 0.0414 0.0414
2430.00 0.00 1162 0.49 0.0413 0.0413
2435.00 0.00 1149 0.48 0.0411 0.0411
2440.00 0.00 1137 0.48 0.0409 0.0409
2445.00 0.00 1125 0.48 0.0408 0.0408
2450.00 0.00 1113 0.47 0.0406 0.0406
2455.00 0.00 1100 0.47 0.0404 0.0404
2460.00 0.00 1088 0.46 0.0403 0.0403
2465.00 0.00 1076 0.46 0.0401 0.0401
2470.00 0.00 1064 0.46 0.0399 0.0399
2475.00 0.00 1052 0.45 0.0397 0.0397
2480.00 0.00 1040 0.45 0.0396 0.0396
2485.00 0.00 1028 0.44 0.0394 0.0394
2490.00 0.00 1017 0.44 0.0392 0.0392
' 2495.00 0.00 1005 0.44 0.0391 0.0391
2500.00 0.00 993 0.43 0.0389 0.0389
2505.00 0.00 981 0.43 0.0387 0.0387
2510.00 0.00 970 0.43 0.0385 0.0385
2515.00 0.00 958 0.42 0.0384 0.0384
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2520.00 0.00 947 0.42 0.0382 0.0382
2525.00 0.00 935 0.41 0.0380 0.0380
2530.00 0.00 924 0.41 0.0378 0.0378
2535.00 0.00 912 0.41 0.0377 0.0377
2540.00 0.00 901 0.40 0.0375 0.0375
2545.00 0.00 890 0.40 0.0373 0.0373
2550.00 0.00 879 0.40 0.0371 0.0371
2555.00 0.00 868 0.39 0.0370 0.0370
2560.00 0.00 856 0.39 0.0368 0.0368
1
2565.00 0.00 845 0.38 0.0366 0.0366
2570.00 0.00 834 0.38 0.0364 0.0364
2575.00 0.00 824 0.38 0.0362 0.0362
2580.00 0.00 813 0.37 0.0361 0.0361
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2585.00 0.00 802 0.37 0.0359 0.0359
2590.00 0.00 791 0.37 0.0357 0.0357
2595.00 0.00 780 0.36 0.0355 0.0355
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2610.00 0.00 749 0.35 0.0350 0.0350
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2620.00 0.00 728 0.34 0.0346 0.0346
2625.00 0.00 717 0.34 0.0344 0.0344
2630.00 0.00 707 0.34 0.0342 0.0342
2635.00 0.00 697 0.33 0.0340 0.0340
2640.00 0.00 686 0.33 0.0338 0.0338
2645.00 0.00 676 0.32 0.0337 0.0337
2650.00 0.00 666 0.32 0.0335 0.0335
2655.00 0.00 656 0.32 0.0333 0.0333
2660.00 0.00 646 0.31 0.0331 0.0331
2665.00 0.00 636 0.31 0.0329 0.0329
2670.00 0.00 626 0.31 0.0327 0.0327
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2675.00 0.00 617 0.30 0.0325 0.0325
2680.00 0.00 607 0.30 0.0323 0.0323
2685.00 0.00 597 0.30 0.0321 0.0321
2690.00 0.00 588 0.29 0.0319 0.0319
' 2695.00 0.00 578 0.29 0.0317 0.0317
2700.00 0.00 568 0.28 0.0315 0.0315
2705.00 0.00 559 0.28 0.0313 0.0313
2710.00 0.00 550 0.28 0.0311 0.0311
2715.00 0.00 540 0.27 0.0309 0.0309
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2720.00 0.00 531 0.27 0.0307 0.0307
2725.00 0.00 522 0.27 0.0305 0.0305
2730.00 0.00 513 0.26 0.0303 0.0303
2735.00 0.00 503 0.26 0.0301 0.0301
Page 9 of 11
¦ 2740.00 0.00 494 0.26 0.0299 0.0299
2745.00 0.00 485 0.25 0.0297 0.0297
2750.00 0.00 477 0.25 0.0295 0.0295
2755.00 0.00 468 0.25 0.0293 0.0293
2760.00 0.00 459 0.24 0.0291 0.0291
2765.00 0.00 450 0.24 0.0289 0.0289
2770.00 0.00 442 0.24 0.0287 0.0287
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0.0282 0.0285
0.0282
2785.00 0.00 416 0.22 0.0280 0.0280
2790.00 0.00 408 0.22 0.0278 0.0278
2795.00 0.00 399 0.22 0.0276 0.0276
2800.00 0.00 391 0.21 0.0274 0.0274
2805.00 0.00 383 0.21 0.0272 0.0272
2810.00 0.00 375 0.21 0.0269 0.0269
2815.00 0.00 366 0.20 0.0267 0.0267
2820.00 0.00 358 0.20 0.0265 0.0265
' 2825.00 0.00 350 0.20 0.0263 0.0263
2830.00 0.00 343 0.19 0.0261 0.0261
2835.00 0.00 335 0.19 0.0258 0.0258
2840.00 0.00 327 0.19 0.0256 0.0256
2845.00 0.00 319 0.18 0.0254 0.0254
'
2850.00 0.00 312 0.18 0.0251 0.0251
2855.00 0.00 304 0.18 0.0249 0.0249
2860.00 0.00 297 0.17 0.0247 0.0247
2865.00 0.00 289 0.17 0.0244 0.0244
' 2870.00 0.00 282 0.17 0.0242 0.0242
2875.00 0.00 275 0.16 0.0240 0.0240
2880.00 0.00 268 0.16 0.0237 0.0237
2885.00 0.00 260 0.16 0.0235 0.0235
2890.00 0.00 253 0.15 0.0233 0.0233
2895.00 0.00 246 0.15 0.0230 0.0230
2900.00 0.00 239 0.15 0.0228 0.0228
2905.00 0.00 233 0.15 0.0225 0.0225
2910.00 0.00 226 0.14 0.0223 0.0223
' 2915.00 0.00 219 0.14 0.0220 0.0220
2920.00 0.00 213 0.14 0.0218 0.0218
2925.00 0.00 206 0.13 0.0215 0.0215
2930.00 0.00 200 0.13 0
0213 0
0213
2935.00 0.00 193 0.13 .
0.0210 .
0.0210
2940.00 0.00 187 0.12 0.0207 0.0207
2945.00 0.00 181 0.12 0.0205 0.0205
2950.00 0.00 175 0.12 0.0202 0.0202
2955.00 0.00 169 0.11 0.0199 0.0199
2960.00 0.00 163 0.11 0.0197 0.0197
2965.00 0.00 157 0.11 0.0194 0.0194
2970.00 0.00 151 0.10 0.0191 0.0191
2975.00
2980.00 0.00
0.00 145
139 0.10
0.10 0.0189
0.0186 0.0189
0.0186
2985.00 0.00 134 0.10 0.0183 0.0183
2990.00 0.00 128 0.09 0.0180 0.0180
2995.00 0.00 123 0.09 0.0177 0.0177
3000.00 0.00 118 0.09 0.0174 0.0174
'
3005.00 0.00 112 0.08 0.0171 0.0171
3010.00 0.00 107 0.08 0.0168 0.0168
3015.00 0.00 102 0.08 0.0165 0.0165
3020.00 0.00 97 0.08 0.0162 0.0162
'
3025.00 0.00 92 0.07 0.0159 0.0159
3030.00 0.00 88 0.07 0.0156 0.0156
3035.00 0.00 83 0.07 0.0153 0.0153
3040.00 0.00 78 0.06 0.0150 0.0150
3045.00 0.00 74 0.06 0.0146 0.0146
3050.00 0.00 69 0.06 0.0143 0.0143
3055.00 0.00 65 0.06 0.0140 0.0140
3060.00 0.00 61 0.05 0.0136 0.0136
3065.00 0.00 57 0.05 0.0133 0.0133
3070.00
1 0.00 53 0.05 0.0129 0.0129
3075.00 0.00 49 0.05 0.0125 0.0125
3080.00 0.00 45 0.04 0.0122 0.0122
3085,00 0.00 42 0.04 0.0118 0.0118
1
3090.00 0.00 38 0.04 0.0114 0.0114
3095.00 0.00 35 0.03 0.0110 0.0110
3100.00 0.00 31 0.03 0.0106 0.0106
3105.00 0.00 28 0.03 0.0102 0.0102
3110.00 0.00 25 0.03 0.0098 0.0098
'
3115.00 0.00 22 0.02 0.0093 0.0093
3120.00 0.00 19 0.02 0.0089 0.0089
3125.00 0.00 17 0.02 0.0084 0.0084
'3130.00 0.00 14 0.02 0.0079 0.0079
Page 10 of 11
. 3135.00 0.00 12 0.02 0.0074 0.0074
3140.00 0.00 10 0.01 0.0068 0.0068
3145.00 0.00 8 0.01 0.0062 0.0062
3150.00 0.00 6 0.01 0.0056 0.0056
3155.00 0.00 4 0.01 0.0049 0.0049
3160.00 0.00 3 0.00 0.0042 0.0042
3165.00 0.00 1 0.00 0.0033 0.0033
3170.00 0.00 0 0.00 0
0021 0
0021
52
83 hours 2
2 da
s . .
. .
y
Pond drains completely down at time 3,170 min utes or 2.2 days.

FI
J

F
u
1
C1

Page 11 of 11

t

DRY BASIN
#3

' Project No. DWQ
DIVISION OF WATER QUA#JTY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
Project Name : _WEAVER5 POND
Contact Person: JOE FAULKNER Phone Number: (919)3G7-8790
' For projects with multiple basins, specify which basin this worksheet applies to:_ DRY 6A51N #3
Drainage Area: _acres Percent Impervious Area: 30 %
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
Applicants Initials
?4'
The basin length to width ratio is greater than 3:1.
r
19.37
' #I. REQUIRED ITEMS CHECKLIST
' provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.

Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr, event or volume from 1 inch rain
The basin side slopes are no steeper than 3:1.
A small pennanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for clean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.
Dry Basin #3
Q=CIA Total Site Area = 19.375 acres
Proposed Impervious
Roadway - Total 87,697 s.f.
Sidewalk 5,121 20,484 s.f.
- s.f.
Lots @ 3,042 s.f./lot 43 ea 130,806 s.f. Full Lots
Lots @ 1,500 s.f./lot 8 ea 12,000 s.f. Partial
Impervious Total 250,987 s.f.
5.762 Acres
Weighted C Value
Impervious Area Pervious Area Weighted
250,987 s.f. 592,977 s.f. "C"
C - Value 0.95 0.30 Value
0.28 0.21 0.49
Detention Pond Design
(85 % Pollutant Removal Effeciency)
Total Drainage Area - 19.375 Acres
Impervious On-Site Area - 5.762 Acres
Percentage of Impervious Area - 30%
1" Storage Volume
Rv = 0.05+0.009 (1)
I = Percent Impervious
Rv = 0.318 (in./in.)
Volume = (Design Rainfall) (Rv) (Drainage Area)
1" Volume Required = 0.513 acres
22,332 c.f.
1" Volume Provided = 23,526 c.f.
Stage / Storage

Elev Contour Incremental Total Stage
Area Volume Volume

342.5 1,059
1,096 1,096 0.5
343 3,326
7,329 8,425 1.5
344 11,332
15,101 23,526 2.5
345 18,870
20,533 44,059 3.5
346 22,196
1" Volume Elevation (Provided)= 345

' "
Drawdown calculation for 1
Volume
Orifice required for 2-5 Day Drawdown
2.5 ft of storage, 1.3 ft of avg head
' x.00 in Orifice Size Q2-day= 20,284
Q = 0.117 cfs Q5-day= 50,711
So, this Orifice will drawdown pond in 2.20 days (This references required
volume calc)
Storage depth= 2.50 ft Intermim Calc. 8.972179
Average head= 1.25 ft Orifice Area = 0.021806 Used for Q
Maximum Release of 2-5 Day Draw down would be based upon the 4.3 feet storage depth.
2.00 in Orifice Size Intermim Calc. 12.68858
Qmax= 0.166 cfs Orifice Area = 0.021806
' Level Spreader Required = Qmax' 13 feet
L= 2.2 feet
The proposed flared end section will disperse the 1" flush flow due to such a low discharge rate.
Tc = 26.84 Minutes
Peak Flow Q10
1 = 3.99 in/hr. 1 = 5.09 in/hr.
C= 0.49 C= 0.49
A = 19.37 Ac. A = 19.37 Ac.
Q10 = CIA Q100= CIA
Q10 = 38.2 CFS Q100 = 48.6 CFS
Principal Spillway Riser Elevation = 345
Riser Invert Elevation = 342
Barrel Invert =
Barrel Length = 341.5
33 ft.
Barrel Size = 30 " RCP
Kp = 0.00786
Barrel Area =
Q barrel = 4.91 sf
37.21 cfs Capable of
DOUBLE 30" RCP's 74.42 cfs Carrying
' Riser
Length of Riser 9 ft inside dimension
Width of Riser 4 ft inside dimension
Width of Weir 26 ft
Q riser = 55.8 cfs
H = 0.80 ft H is Weir depth above riser.
EMERGENCY SPILLWAY
NO SPILLWAY
Spillway Elev. = 336.00
Width = 0
Depth = 0.7
Qspillway = 0.0 cfs
CHECK
' Qspillway+ Qbarrel = Q25 74.4 cfs
pass

Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
342.5 1,059 - - -
343.0 3,326 1,096 1,096 0.50
' 344.0 11,332 7,329 8,425 1.50
345.0 18,870 15,101 23,526 2.50
346.0 22,196 20,533 44,059 3.50
1
' Regression Output:
6= 1.957158416 (X Variable Coeff)
Ks= 3,840 (eY-"'-PS
Itage, - Storage Equation is of the form: S = (Ks)(Zf
Check of Ks and b : S = Ks z
Storagae Area Stage
1 3,840 1
14,909 2
32,968 3
. 44,578
72,901 3.5
4.5 #

In (S) In (Z) Z est
7.00 -0.69 0.53
9.04 0.41 1.49
10.07 0.92 2.52
10.69 1.25 3.48
Page 1 of 10
Barrel
factor = 0.013
Dia. of Orifice = 30.0 inches
ea of Orifice, (Ao) = 4.91 sf
Pipe Length, (L) = 80.0 feet
Friction Coeff., (Kp) = 0.0092
Iln v. of Barrel = 342.00 feet
Riser
F lev. of Riser Crest = 345.00 feet
Circular:
Dia. of Riser= 0 inches
err Length = feet
ea of Riser = sq. ft.
Rectaneular:
Length of Riser = 9 feet
rdth of Riser = 4 feet
Weir Length = 26 feet
Area of Riser = 36 sq.ft.
1
NXIMMA
Barrel None
INDia. of Barrel =
v of Control Barrel

i

Area
2 inches 0.0218166
335.4
r Page 2 of 10
Control TOTAL
TIME INFLOW STORAGE STAGE BARREL OUTFLOW
min cfs LcfZ jtt? cfs cfs
0.00 0.00 22332 2.46 0.1647 0.1647
5.00 0.00 22332 2.46 0.1647 0.1647
10.00
15.00 0.00
0.00 22283
22233 2.46
2.45 0.1646
0.1645 0.1646
0.1645
20.00 0.00 22184 2.45 0.1644 0.1644
25.00 0.00 22135 2.45 0.1643 0.1643
30.00 0.00 22085 2.44 0.1642 0.1642
35.00 0.00 22036 2.44 0.1642 0.1642
'
40.00 0.00 21987 2.44 0.1641 0.1641
45.00 0.00 21937 2.44 0.1640 0.1640
50.00 0.00 21888 2.43 0.1639 0.1639
55.00 0.00 21839 2.43 0.1638 0.1638
60.00 0.00 21790 2.43 0.1637 0.1637
65.00 0.00 21741 2.43 0.1636 0.1636
70.00 0.00 21692 2.42 0.1635 0.1635
75.00 0.00 21643 2.42 0.1634 0.1634
80.00 0.00 21594 2.42 0.1633 0.1633
85.00 0.00 21545 2.41 0.1632 0.1632
90.00 0.00 21496 2.41 0.1631 0.1631
95.00 0.00 21447 2.41 0.1630 0.1630
100.00 0.00 21398 2.41 0.1629 0.1629
105.00 0.00 21349 2.40 0.1628 0.1628
110.00 0.00 21300 2.40 0.1627 0.1627
115.00 0.00 21251 2.40 0.1626 0.1626
120.00 0.00 21203 2.39 0.1625 0.1625
125.00 0.00 21154 2.39 0.1624 0.1624
130.00 0.00 21105 2.39 0.1624 0.1624
135.00 0.00 21056 2.39 0.1623 0.1623
140.00 0.00 21008 2.38 0.1622 0.1622
145.00 0.00 20959 2.38 0.1621 0.1621
150.00 0.00 20910 2.38 0.1620 0.1620
155.00 0.00 20862 2.37 0.1619 0.1619
160.00 0.00 20813 2.37 0.1618 0.1618
165.00 0.00 20765 2.37 0.1617 0.1617
170.00 0.00 20716 2.37 0.1616 0.1616
175.00 0.00 20668 2.36 0.1615 0.1615
180.00 0.00 20619 2.36 0.1614 0.1614
185.00 0.00 20571 2.36 0.1613 0.1613
190.00 0.00 20523 2.35 0.1612 0.1612
195.00 0.00 20474 2.35 0.1611 0.1611
200.00 0.00 20426 2.35 0.1610 0.1610
205.00 0.00 20378 2.35 0.1609 0.1609
210.00
215.00 0.00
0.00 20329
20281 2.34
2.34 0.1608
0.1607 0.1608
0.1607
220.00 0.00 20233 2.34 0.1606 0.1606
225.00 0.00 20185 2.33 0.1605 0.1605
230.00 0.00 20137 2.33 0.1604 0.1604
235.00 0.00 20088 2.33 0.1603 0.1603
240.00 0.00 20040 2.33 0.1602 0.1602
245.00 0.00 19992 2.32 0.1601 0.1601
250.00 0.00 19944 2.32 0.1600 0.1600
255.00 0.00 19896 2.32 0.1599 0.1599
260.00 0.00 19848 2.31 0.1598 0.1598
265.00 0.00 19800 2.31 0.1597 0.1597
270.00 0.00 19752 2.31 0.1596 0.1596
275.00 0.00 19704 2.31 0.1595 0.1595
280.00 0.00 19657 2.30 0.1594 0.1594
285.00 0.00 19609 2.30 0.1593 0.1593
290.00 0.00 19561 2.30 0.1592 0.1592
295.00 0.00 19513 2.29 0.1591 0.1591
300.00 0.00 19465 2.29 0.1590 0.1590
305.00 0.00 19418 2.29 0.1589 0.1589
310.00 0.00 19370 2.29 0.1588 0.1588
315.00 0.00 19322 2.28 0.1587 0.1587
320.00 0.00 19275 2.28 0.1586 0.1586
325.00 0.00 19227 2.28 0.1585 0.1585
330.00 0.00 19180 2.27 0.1584 0.1584
335.00 0.00 19132 2.27 0.1583 0.1583
340.00 0.00 19085 2.27 0.1582 0.1582
345.00 0.00 19037 2.27 0.1551 0.1581
' 350.00 0.00 18990 2.26 0.1580 0.1550
355.00 0.00 18942 2.26 0.1579 0.1579
360.00 0.00 18895 2.26 0.1578 0.1578
365.00 0.00 11111 2,25 0.1577 0.1577
Page 3 of 10

370.00 0.00 18800 2.25 0.1576 0.1576
375.00 0.00 18753 2.25 0.1575 0.1575
380.00 0.00 18706 2.25 0.1574 0.1574
385.00 0.00 18658 2.24 0.1573 0.1573
390.00 0.00 18611 2.24 0.1572 0.1572
395.00 0.00 18564 2.24 0.1571 0.1571
400.00 0.00 18517 2.23 0.1570 0.1570
405.00 0.00 18470 2.23 0.1569 0.1569
410.00 0.00 18423 2.23 0.1568 0.1568
415.00 0.00 18376 2.23 0.1567 0.1567
420.00 0.00 18329 2.22 0.1566 0.1566
425.00 0.00 18282 2.22 0.1565 0.1565
430.00 0.00 18235 2.22 0.1564 0.1564
435.00 0.00 18188 2.21 0.1563 0.1563
440.00 0.00 18141 2.21 0.1562 0.1562
445.00 0.00 18094 2.21 0.1561 0.1561
450.00 0.00 18047 2.21 0.1560 0.1560
455.00 0.00 18001 2.20 0.1559 0.1559
460.00 0.00 17954 2.20 0.1558 0.1558
465.00 0.00 17907 2.20 0.1557 0.1557
470.00 0.00 17860 2.19 0.1556 0.1556
475.00 0.00 17814 2.19 0.1555 0.1555
480.00 0.00 17767 2.19 0.1554 0.1554
485.00 0.00 17720 2.18 0.1553 0.1553
490.00 0.00 17674 2.18 0.1552 0.1552
495.00 0.00 17627 2.18 0.1551 0.1551
500.00 0.00 17581 2.18 0.1549 0.1549
505.00 0.00 17534 2.17 0.1548 0.1548
510.00 0.00 17488 2.17 0.1547 0.1547
515.00 0.00 17441 2.17 0.1546 0.1546
520.00 0.00 17395 2.16 0.1545 0.1545
525.00 0.00 17349 2.16 0.1544 0.1544
530.00 0.00 17302 2.16 0.1543 0.1543
535.00 0.00 17256 2.16 0.1542 0.1542
540.00 0.00 17210 2.15 0.1541 0.1541
545.00 0.00 17164 2.15 0.1540 0.1540
550.00 0.00 17117 2.15 0.1539 0.1539
555.00 0.00 17071 2.14 0.1538 0.1538
560.00
565.00 0.00
0.00 17025
16979 2.14
2.14 0.1537
0.1536 0.1537
0.1536
570.00 0.00 16933 2.13 0.1535 0.1535
575.00 0.00 16887 2.13 0.1534 0.1534
580.00 0.00 16841 2.13 0.1533 0.1533
585.00 0.00 16795 2.13 0.1531 0.1531
590.00 0.00 16749 2.12 0.1530 0.1530
595.00 0.00 16703 2.12 0.1529 0.1529
600.00 0.00 16657 2.12 0.1528 0.1528
605.00 0.00 16611 2.11 0.1527 0.1527
610.00 0.00 16565 2.11 0.1526 0.1526
615.00 0.00 16520 2.11 0.1525 0.1525
620.00 0.00 16474 2.10 0.1524 0.1524
625.00 0.00 16428 2.10 0.1523 0.1523
630.00 0.00 16383 2.10 0.1522 0.1522
'
635.00 0.00 16337 2.10 0.1521 0.1521
640.00 0.00 16291 2.09 0.1520 0.1520
645.00 0.00 16246 2.09 0.1519 0.1519
650.00 0.00 16200 2.09 0.1517 0.1517
655.00 0.00 16155 2.08 0.1516 0.1516
660.00 0.00 16109 2.08 0.1515 0.1515
665.00 0.00 16064 2.08 0.1514 0.1514
670.00 0.00 16018 2.07 0.1513 0.1513
675.00 0.00 15973 2.07 0.1512 0.1512
680.00 0.00 15927 2.07 0.1511 0.1511
685.00 0.00 15882 2.07 0.1510 0.1510
690.00 0.00 15837 2.06 0.1509 0.1509
695.00 0.00 15792 2.06 0.1508 0.1508
700.00 0.00 15746 2.06 0.1506 0.1506
705.00 0.00 15701 2.05 0.1505 0.1505
710.00 0.00 15656 2.05 0.1504 0.1504
715
00 00
0 15611 2.05 0.1503 0.1503
.
720.00 .
0.00 15566 2.04 0.1502 0.1502
725.00 0.00 15521 2.04 0.1501 0.1501
730.00 0.00 15476 2.04 0.1500 0.1500
735.00 0.00 15431 2.04 0.1499 0.1499
740.00 0.00 15386 2.03 0.1498 0.1498
745.00 0.00 15341 2.03 0.1496 0.1496
750.00 0.00 15296 2.03 0.1495 0.1495
755.00 0.00 15251 2.02 0.1494 0.1494
760.00 0.00 15206 2.02 0.1493 0.1493
Page 4 of 10
¦ 765.00 0.00 15161 2.02 0.1492 0.1492
770.00 0.00 15117 2.01 0.1491 0.1491
775.00 0.00 15072 2.01 0.1490 0.1490
780.00 0.00 15027 2.01 0.1489 0.1489
'
785.00 0.00 14983 2.01 0.1487 0.1487
790.00 0.00 14938 2.00 0.1486 0.1486
795.00 0.00 14893 2.00 0.1485 0.1485
800.00
805.00 0.00
0.00 14849
14804 2.00
1.99 0.1484
0.1483 0.1484
0.1483
810.00 0.00 14760 1.99 0.1482 0.1482
815.00 0.00 14715 1.99 0.1481 0.1481
820.00 0.00 14671 1.98 0.1479 0.1479
825.00 0.00 14627 1.98 0.1478 0.1478
830.00 0.00 14582 1.98 0.1477 0.1477
835.00 0.00 14538 1.97 0.1476 0.1476
840.00 0.00 14494 1.97 0.1475 0.1475
845.00 0.00 14449 1.97 0.1474 0.1474
850.00 0.00 14405 1.97 0.1473 0.1473
855.00 0.00 14361 1.96 0.1471 0.1471
860.00 0.00 14317 1.96 0.1470 0.1470
865.00 0.00 14273 1.96 0.1469 0.1469
870.00 0.00 14229 1.95 0.1468 0.1468
875.00 0.00 14185 1.95 0.1467 0.1467
880.00 0.00 14141 1.95 0.1466 0.1466
885.00 0.00 14097 1.94 0.1464 0.1464
890.00 0.00 14053 1.94 0.1463 0.1463
895.00 0.00 14009 1.94 0.1462 0.1462
900.00 0.00 13965 1.93 0.1461 0.1461
905.00 0.00 13921 1.93 0.1460 0.1460
910.00 0.00 13877 1.93 0.1459 0.1459
915.00 0.00 13834 1.92 0.1457 0.1457
920.00 0.00 13790 1.92 0.1456 0.1456
925.00 0.00 13746 1.92 0.1455 0.1455
930.00 0.00 13702 1.92 0.1454 0.1454
935.00 0.00 13659 1.91 0.1453 0.1453
'
940.00 0.00 13615 1.91 0.1452 0.1452
945.00 0.00 13572 1.91 0.1450 0.1450
950.00 0.00 13528 1.90 0.1449 0.1449
00
955 0.00 13485 1.90 0.1448 0.1448
.
960.00 0.00 13441 1.90 0.1447 0.1447
965.00 0.00 13398 1.89 0.1446 0.1446
970.00 0.00 13355 1.89 0.1444 0.1444
975.00 0.00 13311 1.89 0.1443 0.1443
980.00 0.00 13268 1.88 0.1442 0.1442
985.00 0.00 13225 1.88 0.1441 0.1441
990.00 0.00 13181 1.88 0.1440 0.1440
995.00 0.00 13138 1.87 0.1438 0.1438
1000.00
1005.00 0.00
0.00 13095
13052 1.87
1.87 0.1437
0.1436 0.1437
0.1436
1010.00 0.00 13009 1.87 0.1435 0.1435
1015.00 0.00 12966 1.86 0.1434 0.1434
1020.00 0.00 12923 1.86 0.1432 0.1432
1025.00 0.00 12880 1.86 0.1431 0.1431
1,030.00 0.00 12837 1.85 0.1430 0.1430
1035.00 0.00 12794 1.85 0.1429 0.1429
1040.00 0.00 12751 1.85 0.1427 0.1427
1045.00 0.00 12708 1.84 0.1426 0.1426
11050.00 0.00 12666 1.84 0.1425 0.1425
1055.00 0.00 12623 1.84 0.1424 0.1424
1060.00 0.00 12580 1.83 0.1422 0.1422
1065.00 0.00 12537 1.83 0.1421 0.1421
1070.00 0.00 12495 1.83 0.1420 0.1420
1,075.00 0.00 12452 1.82 0.1419 0.1419
1080.00 0.00 12410 1.82 0.1418 0.1418
1085.00 0.00 12367 1.82 0.1416 0.1416
1090.00 0.00 12325 1.81 0.1415 0.1415
1,095.00 0.00 12282 1.81 0.1414 0.1414
1100.00 0.00 12240 1.81 0.1413 0.1413
1105.00 0.00 12197 1.81 0.1411 0.1411
1110
00 0.00 12155 1.80 0.1410 0.1410
.
1115.00 0.00 12113 1.80 0.1409 0.1409
1120.00 0.00 12071 1.80 0.1408 0.1408
1125.00 0.00 12028 1.79 0.1406 0.1406
1130.00 0.00 11986 1.79 0.1405 0.1405
1135.00 0.00 11944 1.79 0.1404 0.1404
1,140.00 0.00 11902 1.78 0.1402 0.1402
1145.00 0.00 11860 1.78 0.1401 0.1401
1150.00 0.00 11818 1.78 0.1400 0.1400
11155,01 0.00 11776 1.77 0.1399 0.1399
Page 5 of 10

1160.00 0.00 11734 1.77 0.1397 0.1397
1165.00 0.00 11692 1.77 0.1396 0.1396
1170.00 0.00 11650 1.76 0.1395 0.1395
1175.00 0.00 11608 1.76 0.1394 0.1394
1180.00 0.00 11566 1.76 0.1392 0.1392
1185.00 0.00 11525 1.75 0.1391 0.1391
1190.00 0.00 11483 1.75 0.1390 0.1390
1195.00 0.00 11441 1.75 0.1388 0.1388
1200.00 0.00 11399 1.74 0.1387 0.1387
1205.00 0.00 11358 1.74 0.1386 0.1386
1210.00 0.00 11316 1.74 0.1385 0.1385
215.00 0.00 11275 1.73 0.1383 0.1383
220.00
1 0.00 11233 1.73 0.1382 0.1382
1225.00 0.00 11192 1.73 0.1381 0.1381
1230.00 0.00 11150 1.72 0.1379 0.1379
1235.00 0.00 11109 1.72 0.1378 0.1378
1240.00 0.00 11068 1.72 0.1377 0.1377
1245.00 0.00 11026 1.71 0.1375 0.1375
1250.00 0.00 10985 1.71 0.1374 0.1374
1255.00 0.00 10944 1.71 0.1373 0.1373
1260
00 0
00 10903 1.70 0.1371 0.1371
.
' 1265.00 .
0.00 10862 1.70 0.1370 0.1370
1270.00 0.00 10820 1.70 0.1369 0.1369
1275.00 0.00 10779 1.69 0.1367 0.1367
1280.00 0.00 10738 1.69 0.1366 0.1366
1285.00 0.00 10697 1.69 0.1365 0.1365
1290.00 0.00 10656 1.68 0.1363 0.1363
1295.00 0.00 10616 1.68 0.1362 0.1362
1300.00 0.00 10575 1.68 0.1361 0.1361
1305.00
' 1310.00 0.00
0.00 10534
10493 1.67
1.67 0.1359
0.1358 0.1359
0.1358
1315.00 0.00 10452 1.67 0.1357 0.1357
1320.00 0.00 10412 1.66 0.1355 0.1355
1325.00 0.00 10371 1.66 0.1354 0.1354
1330.00 0.00 10330 1.66 0.1353 0.1353
1335.00 0.00 10290 1.65 0.1351 0.1351
1340.00 0.00 10249 1.65 0.1350 0.1350
1345.00 0.00 10209 1.65 0.1349 0.1349
1350.00 0.00 10168 1.64 0.1347 0.1347
' 1355.00 0.00 10128 1.64 0.1346 0.1346
1360.00 0.00 10087 1.64 0.1344 0.1344
1365.00 0.00 10047 1.63 0.1343 0.1343
1370.00 0.00 10007 1.63 0.1342 0.1342
1375.00 0.00 9967 1.63 0.1340 0.1340
1380.00 0.00 9926 1.62 0.1339 0.1339
1385.00 0.00 9886 1.62 0.1338 0.1338
1390.00 0.00 9846 1.62 0.1336 0.1336
1395.00 0.00 9806 1.61 0.1335 0.1335
' 1400.00 0.00 9766 1.61 0.1333 0.1333
1405.00 0.00 9726 1.61 0.1332 0.1332
1410.00 0.00 9686 1.60 0.1331 0.1331
1415.00 0.00 9646 1.60 0.1329 0.1329
1420.00 0.00 9606 1.60 0.1328 0.1328
1425.00 0.00 9566 1.59 0.1326 0.1326
1430.00 0.00 9527 1.59 0.1325 0.1325
1435.00 0.00 9487 1.59 0.1324 0.1324
1440.00 0.00 9447 1.58 0.1322 0.1322
1445.00 0.00 9407 1.58 0.1321 0.1321
1450.00 0.00 9368 1.58 0.1319 0.1319
1455.00 0.00 9328 1.57 0.1318 0.1318
1460
00 0
00 9289 1.57 0.1316 0.1316
.
1465.00 .
0.00 9249 1.57 0.1315 0.1315
1470.00 0.00 9210 1.56 0.1314 0.1314
1475.00 0.00 9170 1.56 0.1312 0.1312
1480.00 0.00 9131 1.56 0.1311 0.1311
1485.00 0.00 9092 1.55 0.1309 0.1309
1490.00 0.00 9052 1.55 0.1308 0.1308
1495.00 0.00 9013 1.55 0.1306 0.1306
1500.00 0.00 8974 1.54 0.1305 0.1305
1505.00 0.00 8935 1.54 0.1303 0.1303
' 1510.00 0.00 8896 1.54 0.1302 0.1302
1515.00 0.00 8857 1.53 0.1301 0.1301
1520.00 0.00 8818 1.53 0.1299 0.1299
1525.00 0.00 8779 1.53 0.1298 0.1298
1530.00 0.00 8740 1.52 0.1296 0.1296
1535.00 0.00 8701 1.52 0.1295 0.1295
1540.00 0.00 8662 1.52 0.1293 0.1293
1545.00 0.00 8623 1.51 0.1292 0.1292
1550.00 0.00 8584 1.51 0.1290 0.1290
Page 6 of 10
1555.00 0.00 8546 1.50 0.1289 0.1289
1560.00 0.00 8507 1.50 0.1287 0.1287
1565.00 0.00 8469 1.50 0.1286 0.1286
1570.00 0.00 8430 1.49 0.1284 0.1284
'
1575.00 0.00 8391 1.49 0.1283 0.1283
1580.00 0.00 8353 1.49 0.1281 0.1281
1585.00 0.00 8314 1.48 0.1280 0.1280
1590.00 0.00 8276 1.48 0.1278 0.1278
1595.00 0.00 8238 1.48 0.1277 0.1277
1600.00 0.00 8199 1.47 0.1275 0.1275
1605.00 0.00 8161 1.47 0.1274 0.1274
1610.00 0.00 8123 1.47 0.1272 0.1272
1615.00 0.00 8085 1.46 0.1271 0.1271
1620.00 0.00 8047 1.46 0.1269 0.1269
1625.00 0.00 8009 1.46 0.1267 0.1267
1630.00 0.00 7971 1.45 0.1266 0.1266
1635.00 0.00 7933 1.45 0.1264 0.1264
1640.00 0.00 7895 1.45 0.1263 0.1263
1645.00 0.00 7857 1.44 0.1261 0.1261
1650.00 0.00 7819 1.44 0.1260 0.1260
1655.00
1660.00 0.00
0.00 7781
7743 1.43
1.43 0.1258
0.1257 0.1258
0.1257
1665.00 0.00 7706 1.43 0.1255 0.1255
1670.00 0.00 7668 1.42 0.1253 0.1253
1675.00 0.00 7630 1.42 0.1252 0.1252
1680.00 0.00 7593 1.42 0.1250 0.1250
1685.00 0.00 7555 1.41 0.1249 0.1249
1690.00 0.00 7518 1.41 0.1247 0.1247
1695.00 0.00 7481 1.41 0.1246 0.1246
1700.00 0.00 7443 1.40 0.1244 0.1244
1705.00 0.00 7406 1.40 0.1242 0.1242
1710.00 0.00 7369 1.40 0.1241 0.1241
1715.00 0.00 7331 1.39 0.1239 0.1239
1720.00 0.00 7294 1.39 0.1238 0.1238
1725.00 0.00 7257 1.38 0.1236 0.1236
1730.00 0.00 7220 138 0.1234 0.1234
1735.00 0.00 7183 1.38 0.1233 0.1233
1740.00 0.00 7146 1.37 0.1231 0.1231
1745.00 0.00 7109 1.37 0.1229 0.1229
' 1750.00 0.00 7072 1.37 0.1228 0.1228
1755.00 0.00 7035 1.36 0.1226 0.1226
1760.00 0.00 6999 1.36 0.1225 0.1225
1765.00 0.00 6962 1.36 0.1223 0.1223
1770.00 0.00 6925 1.35 0.1221 0.1221
'
1775.00 0.00 6888 1.35 0.1220 0.1220
1780.00 0.00 6852 1.34 0.1218 0.1218
1785.00 0.00 6815 1.34 0.1216 0.1216
1790.00 0.00 6779 1.34 0.1215 0.1215
1795.00 0.00 6742 1.33 0.1213 0.1213
1800.00 0.00 6706 1.33 0.1211 0.1211
1805.00 0.00 6670 1.33 0.1210 0.1210
1810.00 0.00 6633 1.32 0.1208 0.1208
1815.00 0.00 6597 1.32 0.1206 0.1206
1820.00 0.00 6561 1.31 0.1205 0.1205
1825.00 0.00 6525 1.31 0.1203 0.1203
1830.00 0.00 6489 1.31 0.1201 0.1201
1835.00 0.00 6453 1.30 0.1199 0.1199
'
1840.00 0.00 6417 1.30 0.1198 0.1198
1845.00 0.00 6381 1.30 0.1196 0.1196
1850.00 0.00 6345 1.29 0.1194 0.1194
1855
00 00
0 6309 1.29 0.1193 0.1193
.
1860.00 .
0.00 6273 1.29 0.1191 0.1191
1865.00 0.00 6238 1.28 0.1189 0.1189
1870.00 0.00 6202 1.28 0.1187 0.1187
1875.00 0.00 6166 1.27 0.1186 0.1186
1880.00 0.00 6131 1.27 0.1184 0.1184
1885.00 0.00 6095 1.27 0.1182 0.1182
1890.00 0.00 6060 1.26 0.1180 0.1180
1895.00 0.00 6024 1.26 0.1179 0.1179
1900.00 0.00 5989 1.25 0.1177 0.1177
1905.00 0.00 5954 1.25 0.1175 0.1175
1910.00 0.00 5918 1.25 0.1173 0.1173
1915.00 0.00 5883 1.24 0.1171 0.1171
1920.00 0.00 5848 1.24 0.1170 0.1170
1925.00 0.00 5813 1.24 0.1165 0.1168
'
1930.00 0.00 5778 1.23 0.1166 0.1166
1935.00 0.00 5743 1.23 0.1164 0.1164
1940.00 0.00 5708 1.22 0.1162 0.1162
1945.00 0.00 5673 1.22 0.1161 0.1161
Page 7 of 10
¦ 1950.00 0.00 5638 1.22 0.1159 0.1159
1955.00 0.00 5604 1.21 0.1157 0.1157
1960.00 0.00 5569 1.21 0.1155 0.1155
1965.00 0.00 5534 1.21 0.1153 0.1153
'
1970.00 0.00 5500 1.20 0.1151 0.1151
1975.00 0.00 5465 1.20 0.1150 0.1150
1980.00 0.00 5431 1.19 0.1148 0.1148
1985
00 0
00 5396 19
1 0.1146 0.1146
.
' 1990.00 .
0.00 5362 .
1.19 0.1144 0.1144
1995.00 0.00 5327 1.18 0.1142 0.1142
2000.00 0.00 5293 1.18 0.1140 0.1140
2005.00 0.00 5259 1.17 0.1138 0.1138
2010.00 0.00 5225 1.17 0.1136 0.1136
2015.00
1 0.00 5191 1.17 0.1135 0.1135
2020.00 0.00 5157 1.16 0.1133 0.1133
2025.00 0.00 5123 1.16 0.1131 0.1131
2030.00 0.00 5089 1.15 0.1129 0.1129
2035.00
1 0.00 5055 1.15 0.1127 0.1127
2040.00 0.00 5021 1.15 0.1125 0.1125
2045.00 0.00 4987 1.14 0.1123 0.1123
2050.00 0.00 4954 1.14 0.1121 0.1121
2055.00 0.00 4920 1.14 0.1119 0.1119
'
2060.00 0.00 4886 1.13 0.1117 0.1117
2065.00 0.00 4853 1.13 0.1115 0.1115
2070.00 0.00 4820 1.12 0.1113 0.1113
2075.00 0.00 4786 1.12 0.1111 0.1111
2080.00
1 0.00 4753 1.12 0.1109 0.1109
2085.00 0.00 4719 1.11 0.1107 0.1107
2090.00 0.00 4686 1.11 0.1105 0.1105
2095.00 0.00 4653 1.10 0.1103 0.1103
2100.00 0.00 4620 1.10 0.1101 0.1101
'
2105.00 0.00 4587 1.10 0.1099 0.1099
2110.00 0.00 4554 1.09 0.1097 0.1097
2115.00 0.00 4521 1.09 0.1095 0.1095
2120.00 0.00 4488 1.08 0.1093 0.1093
2125.00
1 0.00 4455 1.08 0.1091 0.1091
2130.00 0.00 4423 1.07 03089 0.1089
2135.00 0.00 4390 1.07 0.1087 0.1087
2140.00 0.00 4357 1.07 0.1085 0.1085
' 2145.00 0.00 4325 1.06 0.1083 0.1083
2150.00 0.00 4292 1.06 0.1081 0.1081
2155.00 0.00 4260 1.05 0.1079 0.1079
2160.00 0.00 4228 1.05 0.1077 0.1077
2165.00 0.00 4195 1.05 0.1075 0.1075
1
2170.00 0.00 4163 1.04 0.1072 0.1072
2175.00 0.00 4131 1.04 0.1070 0.1070
2180.00 0.00 4099 1.03 0.1068 0.1068
2185.00
2190.00 0.00
0.00 4067
4035 1.03
1.03 0.1066
0.1064 0.1066
0.1064
2195.00 0.00 4003 1.02 0.1062 0.1062
2200.00 0.00 3971 1.02 0.1060 0.1060
2205.00 0.00 3939 1.01 0.1057 0.1057
2210.00 0.00 3907 1.01 0.1055 0.1055
2215.00
1 0.00 3876 1.00 0.1053 0.1053
2220.00 0.00 3844 1.00 0.1051 0.1051
2225.00 0.00 3813 1.00 0.1049 0.1049
2230.00 0.00 3781 0.99 0.1046 0.1046
12235.00 0.00 3750 0.99 0.1044 0.1044
2240.00 0.00 3719 0.98 0.1042 0.1042
2245.00 0.00 3687 0.98 0.1040 0.1040
2250.00 0.00 3656 0.98 0.1037 0.1037
2255.00 0.00 3625 0.97 0.1035 0.1035
2260.00 0.00 3594 0.97 0.1033 0.1033
2265.00 0.00 3563 0.96 0.1031 0.1031
2270.00 0.00 3532 0.96 0.1028 0.1028
2275.00 0.00 3501 0.95 0.1026 0.1026
'2280.00 0.00 3470 0.95 0.1024 0.1024
2285.00 0.00 3440 0.95 0.1021 0.1021
2290.00 0.00 3409 0.94 0.1019 0.1019
2211,10 0.00 3378 0.94 0.1017 0.1017
1
2300.00 0.00 3343 0.93 0.1014 0.1014
2305.00 0.00 3318 0.93 0.1012 0.1012
2310.00 0.00 3287 0.92 0.1010 0.1010
2315.00 0.00 3257 0.92 0.1007 0.1007
2320.00 0.00 3227 0.91 0.1005 0.1005
,
2325.00 0.00 3197 0.91 0.1002 0.1002
2330.00 0.00 3166 0.91 0.1000 0.1000
2335.00 0.00 3136 0.90 0.0993 0.0998
'2340.00 0.00 3107 0.90 0.0995 0.0995
Page 8 of 10
¦ 2345.00 0.00 3077 0.89 0.0993 0.0993
2350.00 0.00 3047 0.89 0.0990 0.0990
2355.00 0.00 3017 0.88 0.0988 0.0988
2360.00 0.00 2988 0.88 0.0985 0.0985
'
2365.00 0.00 2958 0.88 0.0983 0.0983
2370.00 0.00 2929 0.87 0.0980 0.0980
2375.00 0.00 2899 0.87 0.0978 0.0978
2380.00 0.00 2870 0.86 0.0975 0.0975
' 2385.00 0.00 2841 0.86 0.0973 0.0973
2390.00 0.00 2811 0.85 0.0970 0.0970
2395.00 0.00 2782 0.85 0.0967 0.0967
2400.00 0.00 2753 0.84 0.0965 0.0965
2405.00 0.00 2724 0.84 0.0962 0.0962
2410.00 0.00 2695 0.83 0.0960 0.0960
2415.00 0.00 2667 0.83 0.0957 0.0957
2420.00 0.00 2638 0.83 0.0954 0.0954
2425.00 0.00 2609 0.82 0.0952 0.0952
2430.00 0.00 2581 0.82 0.0949 0.0949
2435.00 0.00 2552 0.81 0.0946 0.0946
2440.00 0.00 2524 0.81 0.0944 0.0944
2445.00 0.00 2496 0.80 0.0941 0.0941
2450.00 0.00 2467 0.80 0.0938 0.0938
2455.00 0.00 2439 0.79 0.0935 0.0935
2460.00 0.00 2411 0.79 0.0933 0.0933
2465.00 0.00 2383 0.78 0.0930 0.0930
2470.00 0.00 2355 0.78 0.0927 0.0927
2475.00 0.00 2327 0.77 0.0924 0.0924
2480.00 0.00 2300 0.77 0.0922 0.0922
2485.00 0.00 2272 0.76 0.0919 0.0919
2490.00 0.00 2244 0.76 0.0916 0.0916
2495.00 0.00 2217 0.76 0.0913 0.0913
2500.00 0.00 2190 0.75 0.0910 0.0910
2505.00 0.00 2162 0.75 0.0907 0.0907
2510.00 0.00 2135 0.74 0.0904 0.0904
2515.00 0.00 2108 0.74 0.0901 0.0901
' 2520.00 0.00 2081 0.73 0.0898 0.0898
2525.00 0.00 2054 0.73 0.0895 0.0895
2530.00 0.00 2027 0.72 0.0892 0.0892
2535.00 0.00 2000 0.72 0.0889 0.0889
' 2540.00 0.00 1974 0.71 0.0886 0.0886
2545.00 0.00 1947 0.71 0.0883 0.0883
2550.00 0.00 1921 0.70 0.0880 0.0880
2555.00 0.00 1894 0.70 0.0877 0.0877
2560.00 0.00 1868 0.69 0.0874 0.0874
' 2565.00 0.00 1842 0.69 0.0871 0.0871
2570.00 0.00 1816 0.68 0.0868 0.0868
2575.00 0.00 1790 0.68 0.0864 0.0864

2110
00 00
0 1764 0.67 0.0861 0.0861
1
-
2585.00 .
0.00 1738 0.67 0.0858 0.0858
2590.00 0.00 1712 0.66 0.0855 0.0855
2595.00 0.00 1686 0.66 0.0851 0.0851
2600.00 0.00 1661 0.65 0.0848 0.0848
2605.00 0.00 1635 0.65 0.0845 0.0845
2610.00 0.00 1610 0.64 0.0841 0.0841
2615.00 0.00 1585 0.64 0.0838 0.0838
2620.00 0.00 1560 0.63 0.0834 0.0834
2625.00
2630.00
1 0.00
0.00 1535
1510 0.63
0.62 0.0831
0.0828 0.0831
0.0828
2635.00 0.00 1485 0.62 0.0824 0.0824
2640.00 0.00 1460 0.61 0.0821 0.0821
2645.00 0.00 1436 0.60 0.0817 0.0817
2650.00 0.00 1411 0.60 0.0813 0.0813
2655.00
1 0.00 1387 0.59 0.0810 0.0810
2660.00 0.00 1362 0.59 0.0806 0.0806
2665.00 0.00 1338 0.58 0.0802 0.0802
2670.00 0.00 1314 0.58 0.0799 0.0799
12675.00 0.00 1290 0.57 0.0795 0.0795
2680.00 0.00 1266 0.57 0.0791 0.0791
2685.00 0.00 1243 0.56 0.0787 0.0787
2690,110 0.00 1219 0.56 0.0784 0.0784
2695.00 0.00 1195 0.55 0.0780 0.0780
1
2700.00 0.00 1172 0.55 0.0776 0.0776
2705.00 0.00 1149 0.54 0.0772 0.0772
2710.00 0.00 1126 0.53 0.0768 0.0768
2715.00 0.00 1103 0.53 0.0764 0.0764
2720.00
1 0.00 1080 0.52 0.0760 0.0760
2725.00 0.00 1057 0.52 0.0756 0.0756
2730.00 0.00 1034 0.51 0.0751 0.0751
12731,10 0.00 1012 0.51 0.0747 0.0747
Page 9 of 10
¦ 2740.00 0.00 989 0.50 0.0743 0.0743
2745.00 0.00 967 0.49 0.0739 0.0739
2750.00 0.00 945 0.49 0.0734 0.0734
2755.00 0.00 923 0.48 0.0730 0.0730
2760.00 0.00 901 0.48 0.0725 0.0725
2765.00 0.00 879 0.47 0.0721 0.0721
2770.00 0.00 857 0.46 0.0716 0.0716
2775.00 0.00 836 0.46 0.0712 0.0712
2780.00 0.00 815 0.45 0.0707 0.0707
2785.00 0.00 793 0.45 0.0702 0.0702
2790.00 0.00 772 0.44 0.0697 0.0697
2795.00 0.00 751 0.43 0.0692 0.0692
2800.00 0.00 731 0.43 0.0688 0.0688
'
2805.00 0.00 710 0.42 0.0683 0.0683
2810.00 0.00 690 0.42 0.0677 0.0677
2815.00 0.00 669 0.41 0.0672 0.0672
2820.00 0.00 649 0.40 0.0667 0.0667
2825.00 0.00 629 0.40 0.0662 0.0662
2830.00 0.00 609 0.39 0.0656 0.0656
2835.00 0.00 590 0.38 0.0651 0.0651
2840.00 0.00 570 0.38 0.0645 0.0645
2845.00 0.00 551 0.37 0.0640 0.0640
'
2850.00 0.00 531 0.36 0.0634 0.0634
2855.00 0.00 512 0.36 0.0628 0.0628
2860.00 0.00 494 0.35 0.0622 0.0622
2865.00 0.00 475 0.34 0.0616 0.0616
2870.00 0.00 456 0.34 0.0610 0.0610
2875.00 0.00 438 0.33 0.0603 0.0603
2880.00 0.00 420 0.32 0.0597 0.0597
2885.00 0.00 402 0.32 0.0590 0.0590
2890.00 0.00 384 0.31 0.0584 0.0584
2895.00 0.00 367 0.30 0.0577 0.0577
2900.00 0.00 350 0.29 0.0570 0.0570
2905.00 0.00 333 0.29 0.0562 0.0562
2910.00 0.00 316 0.28 0.0555 0.0555
'
2915.00 0.00 299 0.27 0.0547 0.0547
2920.00 0.00 283 0.26 0.0539 0.0539
2925.00 0.00 266 0.26 0.0531 0.0531
2930.00
' 2935.00 0.00
0.00 251
235 0.25
0.24 0.0523
0.0514 0.0523
0.0514
2940.00 0.00 219 0.23 0.0506 0.0506
2945.00 0.00 204 0.22 0.0496 0.0496
2950.00 0.00 189 0.21 0.0487 0.0487
2955.00 0.00 175 0.21 0.0477 0.0477
2960.00 0.00 160 0.20 0.0467 0.0467
2965.00 0.00 146 0.19 0.0456 0.0456
2970.00 0.00 133 0.18 0.0445 0.0445
2975.00 0.00 119 0.17 0.0433 0.0433
2980.00 0.00 106 0.16 0.0420 0.0420
2985.00 0.00 94 0.15 0.0407 0.0407
2990.00 0.00 82 0.14 0.0393 0.0393
2995.00 0.00 70 0.13 0.0377 0.0377
3000.00 0.00 58 0.12 0.0361 0.0361
3005.00 0.00 48 0.11 0.0342 0.0342
3010.00 0.00 37 0.09 0.0322 0.0322
3015.00 0.00 28 0.08 0.0298 0.0298
3020.00 0.00 19 0.07 0.0270 0.0270
3025.00 0.00 11 0.05 0.0234 0.0234
3030.00 0.00 4 0.03 0.0178 0.0178
50.50 hours 2.1 days
d d
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Page 10 of 10

I

'J

LEVEL SPREADER
FES#D3
FES#A5
t TIMBER LEVEL SPREADER#1
TIMBER LEVEL SPREADER#2
? TIMBER LEVEL SPREADER#3

0

0
I DWQ Project No.
I DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : WEAVERS POND
Contact Person: JOE FAULKNER Phone Number. ( 9 19) 3G7-8790
Level Spreader ID: FE5#A5
Level Spreader Length 40 ft. (perpendicular to flow)
Drainage Area 1.0 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.31 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 3 % (6% for forested, leaf littler cover, 80/6 for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 3.G I cfs
Max. Discharge to Level Spreader 3.G I cfs
' Filter Strip/Buffer Vegetation GRA55 (thick ground cover or grass, can opied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method SCOUR HOLE
11. REQUIRED ITEMS CHECKLIST
1 Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
I Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
The operation and maintenance agreement includes annua] erosion and vegetation repair.
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
olect Name : WEAVER5 POND
lntact Person: JOE PAULKNER Phone Number. (919) 3G7-8790
Level Spreader ID: FE5#D3
Lei Spreader Length
Drainage Area
pervious Area
Maximum Filter Strip/Buffer Slope
grass
lax. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
[ter Strip/BufferVegetation
35 ft.
0.81 ac.
0.75 ac.
8 %
5.25 cfs
5.25 cfs
GRA55
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
($% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
e-treatment or Bypass Method 5COuR HOLE
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
gtrirement has not been met, atfach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
rainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
'bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
WA No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
evel spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
Nth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area,

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
oject Name : WEAVERS POND
ntactPerson: JOE FAULKNER Phone Number. ( 919) 367-8790
evel Spreader ID: TIMBER LEVEL SPREADER # I
Lei Spreader Length
Drainage Area
pervious Area
Maximum Filter Strip/Buffer Slope
grass
300 ft.
6. 12 ac.
2.05 ac.
5.65 %
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground covert
'ax. Discharge from a 10 Year Storm 22.87 cfs
Max. Discharge to Level Spreader 22.87 cfs
Iter Strip/Buffer Vegetation GRA55 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
reatment or Bypass Method TIMBER LEVEL SPREADER
REQUIRED ITEMS CHECKLIST
I tial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
uirement has not been met, aifach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
rainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
fdiicants tional information and wilt substantially delay final review and approval of the project.
Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers=
t
ypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
`I The operation and maintenance agreement signed and notarized by the responsible party is provided.
evel spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
Sh thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance In protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
1

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
oject Name : WEAVERS POND
ntactPerson: JOE FAULKNER Phone Number. ( 919) 3G7-8790
Level Spreader ID: _ TIMBER LEVEL 5PREADER #2
Iva] Spreader Length 195 ft. (perpendicular to flow)
Drainage Area 4.13 ac. (on-site and off-site drainage to the level spreader)
pervious Area 1.30 ac. (on-site and off-site drainage to the level spreader)
aximum Filter Strip/Buffer Slope 4.8 % (fi% for forested, leaf littler cover, 8% for thick ground cover)*
grass
L. Discharge from a 10 Year Storm 15.03 cfs
Max. Discharge to Level Spreader 15.03 cfs
Ater Strip/Buffer Vegetation GRA55
I e-treatment or Bypass Method TIMBER LEVEL 5PREADER
(thick ground cover or grass, canopied forest with leaf lifter
groundcover)
I REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
?quirement has not been met, attach an explanaffon of why. At a minimum, a complete stormwater management plan submittal includes
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detalls, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
ditional information and will substantially delay final review and approval of the project.
lica is Initials
Level spreader is at least 13 ft per cfs for thick ground cover orgrass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
-No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
:The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
evel spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
nth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
I

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : WEAVERS POND
Contact Person JOE PAULKNER Phone Number. ( 919) 3G7-8790
Level Spreader ID: _ TIMBER LEVEL SPREADER #3

t

Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
103 ft.
2.20 ac,
O.G8 ac.
4.8 %
7.94 cis
7.94 Cf5
GRA55
TIMBER LEVEL SPREADER
(perpendicular to flow)
(on-site and off site drainage to the level spreader)
(on-site and off site drainage to the level spreader)
(fi% for forested, leaf littler cover, 81/6 for thick ground cover)*

11. REQUIRED ITEMS CHECKLIST

[i
(thick ground cover or grass, canopied forest with leaf lifter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not besn met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
' Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

1

t

SCOUR HOLE LEVEL SPREADER FES # D3
Total Drainage Area = 0.81 ac.
Impervious Area = 0.75 ac. 92%
C= 0.90
1-10 = 7.22
Q-10= 5.27 cfs
Outlet Pipe 15' RCP
Level spreader outlets to grassed buffer area.
Weighted C Value
Impervious Area Pervious Area Weighted
32,632 s.f. 2,652 s.f. "C"
C - Value 0.95 0.30 Value
0.88 0.02 0.90
SCOUR HOLE LEVEL SPREADER FES # A5
Total Drainage Area = 1.0 ac.
Impervious Area = 0.31 ac. 31%
C = 0.50
1-10 = 7.22
Q-10 = 3.61 cfs
Outlet Pipe 15" RCP
Level spreader outlets to grassed buffer area.
Weighted C Value
Impervious Area Pervious Area Weighted
13,373 s.f. 30,187 s.f. "C"
C - Value 0.95 0.30 Value
0.29 0.21 0.50
F1

I TIMBER LEVEL SPREADER #1
Total Drainage Area = 6.12 ac.
Impervious Area = 2.05 ac. 33%
C = 0.52
1-10 = 7.22
Q-10= 22.87 cfs
Level spreader outlets to grassed buffer area.
Length Required = 13 L.F. / 1 CFS
Length Required = 297.3 L.F.
Length Provided = 300 L. F.
Bottom of Spreader =- 333.5 feet
Top of Spreader = 334.0 feet
Weighted C Value
Impervious Area Pervious Area Weighted
89,232 s.f. 177,355 s.f. "C"
C - Value 0.95 0.30 Value
0.32 0.20 0.52
TIMBER LEVEL SPREADER #2
Total Drainage Area = 4.13 ac.
Impervious Area = 1.30 ac. 31%
C = 0.50
1-10 = 7.22
Q-10= 15.03 cfs
Level spreader outlets to grassed buffer area.
Length Required = 13 L.F. 11 US
Length Required = 195 L.F.
Length Provided = 195 L.F.
Bottom of Spreader =- 338.6 feet
Top of Spreader = 340.0 feet
Weighted C Value
3
Impervious Area Pervi ous Area Weighted
56,432 s.f. 123,471 s.f. "C"
C - Value 0.95 0.30 Value
0.30 0.21 0.50

1

I TIMBER LEVEL SPREADER #3
' Total Drainage Area =
Impervious Area = 2.2 ac.
0.68 ac.
31%
C = 0.50
1-10 = 7.22
Q-10 =
Outlet Pipe 7.94 cfs
18" RCP
Level spreader outlets to grassed buffer area.
Length Required = 13 L.F . / 1 CFS
Length Required = 103 L. F.
Length Provided = 103 L. F.
Bottom of Spreader =- 338.6 feet
Top of Spreader = 340.0 feet
Weighted C Value
Impervious Area Pervious Area Weighted
29,434 s.f. 66,398 s.f. "C"
C - Value 0.95 0.30 Value
0.29 0.21 0.50
1

t
POST-DEVELOPED TO FES 1-1
TR-55 Time of concentration

Segment 1
Sheet Flow
Cultivated Soils - Residue Cover >20%
Mannings n = 0.17
Flow Length = 259 I.f.
2-yr 24hr. Rainfall, P = 3.7
High Point Elev.= 368 ft.
Low Point Elev.= 363 ft.
S = 0.019305 ft./ft.
0.8
Tt = 0.007* (nL; = 0.36 hr.
0.5 0.4
P S
Segment 2
Shallow Concentrated Flow
Woods - Light Underbrush
Flow Length = 212 I.f.
High Point Elev.= 363 ft.
Low Point Elev.= 359 ft.
Watercourse Slope, s = 0.018868 ft/ft
Average Velocity, V = 2.3 ft./sec.
L = 0.026 hr.
3600*V
Segment 3
Channel Flow =
Channel Flow Length= 560 I.f.
High Point Elevation = 359 ft.
Low Point Elevation = 347.8 ft.
Channel Slope = 0.020 ft/ft
Channel Depth (Bank Full Avg.) = 2 ft.
Channel Sideslopes (Avg.) = 2
Cross Sectional Flow Area, a = 24.0 s.f.
Wetted Perimeter = 10.9 ft.
Hyraulic Radius = 1.09 ft.
Mannings n = 0.045
0.670.5
V = 1.49 R S = 4.96 ft/s
n
See fig 3-1 "Urban Hydrology for
Small Watersheds" USGA TR-55
Bottom 2
Tt = L = 0.03 hr.
3600 *V
So, Tc = Sheet Flow Tt + Shallow Concentrated Flow Tt + Tt Pipe Time + Channel Flow Tt
Tc = 0.42 hr. 25.3 min.

I Q- Storm

F

Actual Use
Time of Concentration , (fc) => 25.29 25.29 minutes
Intensity, (1-10yr) = 4.12 inches/hr
Intensity, (1-25yr) = 4.80 inches/hr
Intensity, (1-100yr) = 5.77 inches/hr
Q-10yr = C I A Drainage Area =
C % of Area
Asphalt 0.9 0%
Residentia 0.5 100%
Grass 0.35 0%
Woods 0.2 0% Use: c=0.50
Full Flow
Q-10yr = 18.8 cfs
Q-25yr = 22.0 cfs
Q-100yr = 26.4 cfs
Rainfall Intensity Coeff:
Ret. Period g h
10 195 22
25 1 232 23 I
50 a 261 24
100 ' 290 25.
9.14 ac

1
©S-2-Og0
Weavers Pond Subdivision
Phase
Storm Water and Erosion Control
Calculations
CAR
? ?eemceeo
o -
o~a
r12?1a6
January 2005
Coe Grou
p ? inc.
LAND USE 1=?/ALUATION
CI\/I L. ff"GI "EE=F -U IVG
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, Suite 201 - Apex, N.C. 27502
Voice [phone] - fax (919) 3G7-8791 tr-ZN r
4 7oa?

u

DRY BASIN
#1

Project No. DWQ
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
Project Name : W_ EAVER5 POND
Contact Person: JOE FAULKNER Phone Number: ( 919) 367-8790
For projects with multiple basins, specify which basin this worksheet applies to:_ DRY 13A51N # I
' Drainage Area: acres Percent Impervious Area: 34 %
13.155
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
Applicants Initials
N Ether capture runoff from 1 Yr., 24 hour storm and release over a 48 hour period, or
capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
' Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
' A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
' Access for clean-out and maintenance is provided.
C Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least i foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
VE A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.

Dry Basin #1
Q=CIA Total Site Area = 13.155 acres
Proposed Impervious
Roadway - Total 59,082 s.f.
Sidewalk 3,991 15,964 s.f.
Amenity Parking Lot s.f.
Lots @ 3,042 s.f./lot 25.5 ea 77,571 s.f. 17 Lots & 17Full Lots
Lots 3,502 s.f./lot 12 ea 42,504 s.f. 12 Lots
Impervious Total 195,121 s.f.
4.479 Acres
Weighted C Value
Impervious Area Pervious Area Weighted
195,121 s.f. 377,900 s.f. "C"
C - Value 0.95 0.30 Value
0.32 0.20 0.52
Detention Pond Design
(85 % Pollutant Removal Effeciency)
Total Drainage Area - 13.155 Acres
Impervious On-Site Area - 4.479 Acres
Percentage of Impervious Area - 34%
1" Storage Volume
Rv = 0.05+0.009 (1)
I = Percent Impervious
Rv = 0.356 (in.1in.)
Volume = (Design Rainfall) (Rv) (Drainage Area)
1" Volume Required = 0.391 acres
17,015 c.f.
1" Volume Provided = 21,113 c.f.
Stage / Storage
Elev Contour Incremental Total Stage
Area Volume Volume
332 2,447
5,069 5,069 1
333 7,690
10,438 15,506 2
334 13,185
5,607 21,113 2.4
334.4 14,852
9,546 25,052 3
335 16,967
17,724 38,837 4
336 18,480
19,821 44,872 5
337 21,161
1" Volume Elevation (Provided)= 334.4

Drawdown calculation for 1" Volume
Orifice required for 2-5 Day Drawdown
4.3 ft of storage, 2.2 ft of avg head
1.50 in, Orifice Size Q2-day= 14,964
Qavg = 0.087 cfs Q5-day= 37,410
' So, this Orifice will drawdown pond in 2.27 days (This references required
volume calc)
Storage depth= 4.30 ft Intermim Calc. 11.7669
Average head= 2.15 ft Orifice Area = 0.012266 Used for Q
Maximum Release of 2-5 Day Draw down would be based upon the 4.3 feet storage de th.
I 1.50 in Orifice Size Intermim Calc. 16.64091
Qmax= 0.122 cfs Orifice Area = 0.012266

Level Spreader Required = Qmax' 13 feet
L= 1.6 feet
The proposed flared end section will disperse the 1" flush flow due to such a low discharge rate.
Peak Flow Q10
1 = 7.22 in/hr. 1 = 9.72 in/hr.
C = 0.52 C = 0.52
A= 13.15 Ac. A= 13.15 Ac.
Q10 = CIA Q100= CIA
Q10 = 49.5 CFS Q100 = 66.7 CFS
Principal Spillway Riser Elevation = 334.4
Riser Invert Elevation = 331.5
' Barrel Invert = 331
Barrel Length = 57 ft.
Barrel Size = 30 " RCP
Kp =
Barrel Area = 0.00786
4.91 sf
Q barrel = 36.41 cfs Capable of
Carrying
Riser
Length of Riser 5 ft inside dimension
Width of Riser 5 ft inside dimension
Width of Weir 20 ft
Q riser = 51.2 cfs
H = 0.90 ft His Weir depth above riser.
EMERGENCY SPILLWAY
Spillway Elev. = 334.90
Width = 30
Depth = 0.5
Qspillway = 31.8 cfs
CHECK
Qspillway+ Qbarrel = Q25 68.2 cfs
pass

Contour Contour Incr. Accum. Stage
' Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est

332.0 2,447
333.0 7,690 5,069 5,069 1.00 8.53 0.00 1.00
' 334.0 13,185 10,438 15,506 2.00 9.65 0.69 1.99
335.0 16,967 15,076 30,582 3.00 10.33 1.10 3.03
336.0 18,480 17,724 48,306 4.00 10.79 1.39 4.02
' 337.0 21,161 19,821 68,126 5.00 11.13 1.61 4.97
Regression Output:
6= 1.616997996 (X Variable Coeff)
Ks- 5,103 (eY-im-.P'
Itage - Storage Equation is of the form: S = (Ks)(ZI
Check of Ks and b : S = Ks z
Storagae Area Stage
'
5,103 1
15,652 2
30,152 3
. 48,011
68,872 4
5 #

fl

1

I Page 1 of 15
Barre
factor = 0.013
ia. of Orifice = 24.0 inches
Area of Orifice, (Ao) = 3.14 sf
Pipe Length, (L) = 80.0 feet
ction Coeff., (Kp)= 0.0124
. of Barrel =
f- 331.50 feet
Riser
Ilev. of Riser Crest = 334.40 feet
Circular
Dia. of Riser = 0 inches
err Length = - feet
ea of Riser= - sq. ft.
Rectaneular•
..Length of Riser = 5 feet
idth of Riser = 5 feet
Veir Length = 20 feet
Area of Riser= 25 sq.ft.
i 1
Barre None
ta- of Barrel =
v of Control Barrel
it

J

Area
1.5 inches 0.0122718
332
Page 2 of 15
Control TOTAL
TIME INFLOW STORAGE STAGE BARREL OUTFLOW
min cfs cc „ fut cfs cfs
0.00 0.00 17015 2.11 0.0857 0.0857
5.00 0.00 17015 2.11 0.0857 0.0857
10.00
15.00 0.00
0.00 16989
16964 2.10
2.10 0.0857
0.0857 0.0857
0.0857
20.00 0.00 16938 2.10 0.0856 0.0856
25.00 0.00 16912 2.10 0.0856 0.0856
30.00 0.00 16886 2.10 0.0855 0.0855
35.00 0.00 16861 2.09 0.0855 0.0855
40.00 0.00 16835 2.09 0.0855 0.0855
45.00 0.00 16810 2.09 0.0854 0.0854
50.00 0.00 16784 2.09 0.0854 0.0854
55.00 0.00 16758 2.09 0.0853 0.0853
60.00 0.00 16733 2.08 0.0853 0.0853
65.00 0.00 16707 2.08 0.0853 0.0853
70.00 0.00 16682 2.08 0.0852 0.0852
75.00 0.00 16656 2.08 0.0852 0.0852
80.00 0.00 16630 2.08 0.0851 0.0851
85.00 0.00 16605 2.07 0.0851 0.0851
90.00 0.00 16579 2.07 0.0851 0.0851
95.00 0.00 16554 2.07 0.0850 0.0850
100.00 0.00 16528 2.07 0.0850 0.0850
105.00 0.00 16503 2.07 0.0849 0.0849
110.00 0.00 16477 2.06 0.0849 0.0849
115.00 0.00 16452 2.06 0.0849 0.0849
120.00 0.00 16426 2.06 0.0848 0.0848
125.00 0.00 16401 2.06 0.0848 0.0848
'
130.00 0.00 16376 2.06 0.0847 0.0847
135.00 0.00 16350 2.05 0.0847 0.0847
140.00 0.00 16325 2.05 0.0847 0.0847
145.00 0.00 16299 2.05 0.0846 0.0846
150.00 0.00 16274 2.05 0.0846 0.0846
155.00 0.00 16249 2.05 0.0845 0.0845
160.00 0.00 16223 2.04 0.0845 0.0845
165
00 0.00 16198 2.04 0.0845 0.0845
.
' 170.00 0.00 16172 2.04 0.0844 0.0844
175.00 0.00 16147 2.04 0.0844 0.0844
180.00 0.00 16122 2.04 0.0843 0.0843
185.00 0.00 16097 2.03 0.0843 0.0843
190.00 0.00 16071 2.03 0.0842 0.0842
1
195.00 0.00 16046 2.03 0.0842 0.0842
200.00 0.00 16021 2.03 0.0842 0.0842
205.00 0.00 15995 2.03 0.0841 0.0841
210.00 0.00 15970 2.03 0.0841 0.0841
' 215.00 0.00 15945 2.02 0.0840 0.0840
220.00 0.00 15920 2.02 0.0840 0.0840
225.00 0.00 15895 2.02 0.0840 0.0840
230.00 0.00 15869 2.02 0.0839 0.0839
235.00 0.00 15844 2.02 0.0839 0.0839
240.00 0.00 15819 2.01 0.0838 0.0838
245.00 0.00 15794 2.01 0.0838 0.0838
250.00 0.00 15769 2.01 0.0838 0.0838
255.00 0.00 15744 2.01 0.0837 0.0837
' 260.00 0.00 15719 2.01 0.0837 0.0837
265.00 0.00 15693 2.00 0.0836 0.0836
270.00 0.00 15668 2.00 0.0836 0.0836
275.00 0.00 15643 2.00 0.0835 0.0835
280.00 0.00 15618 2.00 0.0835 0.0835
'
285.00 0.00 15593 2.00 0.0835 0.0835
290.00 0.00 15568 1.99 0.0834 0.0834
295.00 0.00 15543 1.99 0.0834 0.0834
300.00 0.00 15518 1.99 0.0833 0.0833
305.00 0.00 15493 1.99 0.0833 0.0833
310.00 0.00 15468 1.99 0.0833 0.0833
315.00 0.00 15443 1.98 0.0832 0.0832
320
00 0.00 15418 1.98 0.0832 0.0332
.
325.00 0.00 15393 1.98 0.0831 0.0831
330.00 0.00 15368 1.98 0.0831 0.0831
335.00 0.00 15343 1.98 0.0831 0.0831
340.00 0.00 15318 1.97 0.0830 0.0330
345.00 0.00 15293 1.97 0.0830 0.0830
350.00 0.00 15269 1.97 0.0829 0.0829
355.00 0.00 15244 1.97 0.0329 0.0829
360.00 0.00 15219 197 0.0828 0.0828
' 365.00 0.00 15194 1.96 0.0828 0.0823
Page 3 of 15
'1 1 1 1 1' 11
370.00 0.00 15169 1.96 0.0828 0.0828
375.00 0.00 15144 1.96 0.0827 0.0827
380.00 0.00 15120 1.96 0.0827 0.0827
385.00 0.00 15095 1.96 0.0826 0.0826
'
390.00 0.00 15070 1.95 0.0826 0.0826
395.00 0.00 15045 1.95 0.0825 0.0825
400.00 0.00 15020 1.95 0.0825 0.0825
405.00 0.00 14996 1.95 0.0825 0.0825
410.00 0.00 14971 1.95 0.0824 0.0824
415.00 0.00 14946 1.94 0.0824 0.0824
420.00 0.00 14921 1.94 0.0823 0.0823
425.00 0.00 14897 1.94 0.0823 0.0823
430.00 0.00 14872 1.94 0.0823 0.0823
435.00 0.00 14847 1.94 0.0822 0.0822
440.00 0.00 14823 1.93 0.0822 0.0822
445.00 0.00 14798 1.93 0.0821 0.0821
450.00 0.00 14773 1.93 0.0821 0.0821
455.00 0.00 14749 1.93 0.0820 0.0820
460.00 0.00 14724 1.93 0.0820 0.0820
465.00 0.00 14700 1.92 0.0820 0.0820
470.00 0.00 14675 1.92 0
0819 0
0819
475.00 0.00 14650 1.92 .
0.0819 .
0.0819
480.00 0.00 14626 1.92 0.0818 0.0818
485.00 0.00 14601 1.92 0.0818 0.0818
490.00 0.00 14577 1.91 0.0817 0.0817
495.00 0.00 14552 1.91 0.0817 0.0817
500.00 0.00 14528 1.91 0.0817 0.0817
505.00 0.00 14503 1.91 0.0816 0.0816
510.00 0.00 14479 1.91 0.0816 0.0816
515.00
520.00 0.00
0.00 14454
14430 1.90
1.90 0.0815
0.0815 0.0815
0.0815
525.00 0.00 14405 1.90 0.0814 0.0814
530.00 0.00 14381 1.90 0.0814 0.0814
535.00 0.00 14357 1.90 0.0814 0.0814
540.00 0.00 14332 1.89 0.0813 0.0813
545.00 0.00 14308 1.89 0.0813 0.0813
550.00 0.00 14283 1.89 0.0812 0.0812
555.00 0.00 14259 1.89 0.0812 0.0812
560.00 0.00 14235 1.89 0.0811 0.0811
' 565.00 0.00 14210 1.88 0.0811 0.0811
570.00 0.00 14186 1.88 0.0811 0.0811
575.00 0.00 14162 1.88 0.0810 0.0810
580.00 0.00 14137 1.88 0.0810 0.0810
585.00 0.00 14113 1.88 0.0809 0.0809
590.00 0.00 14089 1.87 0.0809 0.0809
595.00 0.00 14064 1.87 0.0808 0.0808
600.00 0.00 14040 1.87 0.0808 0.0808
605.00 0.00 14016 1.87 0.0808 0.0808
610.00 0.00 13992 1.87 0.0807 0.0807
615.00 0.00 13968 1.86 0.0807 0.0807
620.00 0.00 13943 1.86 0.0806 0.0806
625.00 0.00 13919 1.86 0.0806 0.0806
630.00 0.00 13895 1.86 0.0805 0.0805
635.00 0.00 13871 1.86 0.0805 0.0805
640.00 0.00 13847 1.85 0.0805 0.0805
645.00 0.00 13823 1.85 0.0804 0.0804
650.00 0.00 13798 1.85 0.0804 0.0804
655.00 0.00 13774 1.85 0.0803 0.0803
660.00 0.00 13750 1.85 0.0803 0.0803
665.00 0.00 13726 1.84 0.0802 0.0802
670.00 0
00 13702 1.84 0802
0 0
0802
675.00 .
0.00 13678 1.84 .
0.0802 .
0.0802
680.00 0.00 13654 1.84 0.0801 0.0801
685.00 0.00 13630 1.84 0.0801 0.0801
690.00 0.00 13606 1.83 0.0800 0.0800
695.00 0.00 13582 1.83 0.0800 0.0800
1
700.00 0.00 13558 1.83 0.0799 0.0799
705.00 0.00 13534 1.83 0.0799 0.0799
710.00 0.00 13510 1.83 0.0798 0.0798
715.00
720.00 0.00
0.00 13486
13462 1.82
1.82 0.0798
0.0798 0.0798
0.0798
725.00 0.00 13438 1.82 0.0797 0.0797
730.00 0.00 13414 1.82 0.0797 0.0797
735.00 0.00 13390 1.82 0.0796 0.0796
740.00 0.00 13366 1.81 0.0796 0.0796
745.00 0.00 13343 1.81 0.0795 0.0795
750.00 0.00 13319 1.81 0.0795 0.0795
755.00 0.00 13295 1.81 0.0795 0.0795
760.00 0.00 13271 1.81 0.0794 0.0794
Page 4 of 15
' '? 1 1' Z• 1 1' 1 1
765.00 0.00 13247 1.80 0.0794 0.0794
770.00 0.00 13223 1.80 0.0793 0.0793
775.00 0.00 13200 1.80 0.0793 0.0793
780.00 0.00 13176 1.80 0.0792 0.0792
785.00 0.00 13152 1.80 0.0792 0.0792
790.00 0.00 13128 1.79 0.0791 0.0791
795.00 0.00 13105 1.79 0.0791 0.0791
800.00 0.00 13081 1.79 0.0791 0.0791
' 805.00 0.00 13057 1.79 0.0790 0.0790
810.00 0.00 13033 1.79 0.0790 0.0790
815.00 0.00 13010 1.78 0.0789 0.0789
820.00 0.00 12986 1.78 0.0789 0.0789
825.00 0.00 12962 1.78 0.0788 0.0788
'
830.00 0.00 12939 1.78 0.0788 0.0788
835.00 0.00 12915 1.78 0.0787 0.0787
840.00 0.00 12891 1.77 0.0787 0.0787
845.00 0.00 12868 1.77 0.0787 0.0787
850.00 0.00 12844 1.77 0.0786 0.0786
855.00 0.00 12821 1.77 0.0786 0.0786
860.00 0.00 12797 1.77 0.0785 0.0785
865.00 0.00 12774 1.76 0.0785 0.0785
870.00 0.00 12750 1.76 0.0784 0.0784
'
875.00 0.00 12726 1.76 0.0784 0.0784
880.00 0.00 12703 1.76 0.0783 0.0783
885.00 0.00 12679 1.76 0.0783 0.0783
890.00 0.00 12656 1.75 0.0782 0.0782
895.00 0.00 12632 1.75 0.0782 0.0782
900.00 0.00 12609 1.75 0.0782 0.0782
905.00 0.00 12586 1.75 0.0781 0.0781
910
00 0.00 12562 1.75 0.0781 0.0781
.
915.00 0.00 12539 1.74 0.0780 0.0780
'
920.00 0.00 12515 1.74 0.0780 0.0780
925.00 0.00 12492 1.74 0.0779 0.0779
930.00 0.00 12469 1.74 0.0779 0.0779
935.00 0.00 12445 1.74 0.0778 0.0778
'
940.00 0.00 12422 1.73 0.0778 0.0778
945.00 0.00 12398 1.73 0.0778 0.0778
950.00 0.00 12375 1.73 0.0777 0.0777
00
955 0
00 12352 1.73 0.0777 0.0777
.
' 960.00 .
0.00 12329 1.73 0.0776 0.0776
965.00 0.00 12305 1.72 0.0776 0.0776
970.00 0.00 12282 1.72 0.0775 0.0775
975.00 0.00 12259 1.72 0.0775 0.0775
980.00 0.00 12235 1.72 0.0774 0.0774
985.00 0.00 12212 1.72 0.0774 0.0774
990.00 0.00 12189 1.71 0.0773 0.0773
995.00 0.00 12166 1.71 0.0773 0.0773
1000.00 0.00 12143 1.71 0.0773 0.0773
1005.00
' 0.00 12119 1.71 0.0772 0.0772
1010.00 0.00 12096 1.71 0.0772 0.0772
1015.00 0.00 12073 1.70 0.0771 0.0771
1020.00 0.00 12050 1.70 0.0771 0.0771
025.00
1 0.00 12027 1.70 0.0770 0.0770
1030.00
1 0.00 12004 1.70 0.0770 0.0770
1035.00 0.00 11981 1.70 0.0769 0.0769
1040.00 0.00 11958 1.69 0.0769 0.0769
1045.00 0.00 11935 1.69 0.0768 0.0768
'
1050.00 0.00 11911 1.69 0.0768 0.0768
1055.00 0.00 11888 1.69 0.0768 0.0768
1060.00 0.00 11865 1.69 0.0767 0.0767
065.00
1 0.00 11842 1.68 0.0767 0.0767
1070.00
1
0 0.00
0
00 11819
11796 1.68
68
1 0.0766
0.0766 0.0766
0.0766
1075.0
1080.00 .
0.00 11773 .
1.68 0.0765 0.0765
1085.00 0.00 11751 1.68 0.0765 0.0765
090.00
1 0.00 11728 1.67 0.0764 0.0764
095.00
1, 0.00 11705 1.67 0.0764 0.0764
1100.00 0.00 11682 1.67 0.0763 0.0763
1105.00 0.00 11659 1.67 0.0763 0.0763
1110
00 0
00 11636 1.66 0.0762 0.0762
.
1115.00 .
0.00 11613
590 1.66
66
1 0.0762
0.0762 0.0762
0.0762
1120.00
1125.00 0.00
0.00 11
11567 .
1.66 0.0761 0.0761
1130.00 0.00 11545 1.66 0.0761 0.0761
1135.00 0.00 11522 1.65 0.0760 0.0760
11140.00 0.00 11499 1.65 0.0760 0.0760
1145.00 0.00 11476 1.65 0.0759 0.0759
1150.00 0.00 11453 1.65 0.0759 0.0759
X1155.00 0.00 11431 1.65 0.0758 0.0758
Page 5 of 15
' '? 1 1' t• ? 1' It
1160.00 0.00 11408 1.64 0.0758 0.0758
1165.00 0.00 11385 1.64 0.0757 0.0757
1170.00 0.00 11362 1.64 0.0757 0.0757
1175.00 0.00 11340 1.64 0.0756 0.0756
1180.00 0.00 11317 1.64 0.0756 0.0756
1185.00 0.00 11294 1.63 0.0755 0.0755
1190.00 0.00 11272 1.63 0.0755 0.0755
1195.00 0.00 11249 1.63 0.0754 0.0754
1200.00 0.00 11226 1.63 0.0754 0.0754
1205.00 0.00 11204 1.63 0.0754 0.0754
1210.00 0.00 11181 1.62 0.0753 0.0753
1215.00 0.00 11159 1.62 0.0753 0.0753
1220.00 0.00 11136 1.62 0.0752 0.0752
1 1225.00 0.00 11113 1.62 0.0752 0.0752
1230.00 0.00 11091 1.62 0.0751 0.0751
1235.00 0.00 11068 1.61 0.0751 0.0751
1240.00 0.00 11046 1.61 0.0750 0.0750
' 1245.00 0.00 11023 1.61 0.0750 0.0750
1250.00 0.00 11001 1.61 0.0749 0.0749
1255.00 0.00 10978 1.61 0.0749 0.0749
00
1260 0
00 10956 1.60 0.0748 0.0748
.
1265.00 .
0.00 10933 1.60 0.0748 0.0748
1270.00 0.00 10911 1.60 0.0747 0.0747
1275.00 0.00 10889 1.60 0.0747 0.0747
1280.00 0.00 10866 1.60 0.0746 0.0746
1285.00 0.00 10844 1.59 0.0746 0.0746
1290.00 0.00 10821 1.59 0.0746 0.0746
1295.00 0.00 10799 1.59 0.0745 0.0745
1300.00 0.00 10777 1.59 0.0745 0.0745
1305.00 0.00 10754 1.59 0.0744 0.0744
' 1310.00 0.00 10732 1.58 0.0744 0.0744
1315.00 0.00 10710 1.58 0.0743 0.0743
1320.00 0.00 10687 1.58 0.0743 0.0743
1325.00 0.00 10665 1.58 0.0742 0.0742
1330.00 0.00 10643 1.58 0.0742 0.0742
' 1335.00 0.00 10621 1.57 0.0741 0.0741
1340.00 0.00 10598 1.57 0.0741 0.0741
1345.00 0.00 10576 1.57 0.0740 0.0740
1350.00 0.00 10554 1.57 0.0740 0.0740
' 1355.00 0.00 10532 1.57 0.0739 0.0739
1360.00 0.00 10510 1.56 0.0739 0.0739
1365.00 0.00 10487 1.56 0.0738 0.0738
1370.00 0.00 10465 1.56 0.0738 0.0738
1375.00 0.00 10443 1.56 0.0737 0.0737
' 1380.00 0.00 10421 1.56 0.0737 0.0737
1385.00 0.00 10399 1.55 0.0736 0.0736
1390.00 0.00 10377 1.55 0.0736 0.0736
1395.00 0.00 10355 1.55 0.0735 0.0735
' 1400.00 0.00 10333 1.55 0.0735 0.0735
1405.00 0.00 10311 1.54 0.0734 0.0734
1410.00 0.00 10289 1.54 0.0734 0.0734
1415.00 0.00 10267 1.54 0.0733 0.0733
1420.00 0.00 10245 1.54 0.0733 0.0733
' 1425.00 0.00 10223 1.54 0.0733 0.0733
1430.00 0.00 10201 1.53 0.0732 0.0732
1435.00 0.00 10179 1.53 0.0732 0.0732
1440.00 0.00 10157 1.53 0.0731 0.0731
' 1445.00 0.00 10135 1.53 0.0731 0.0731
1450.00 0.00 10113 1.53 0.0730 0.0730
1455.00 0.00 10091 1.52 0.0730 0.0730
00
1460 0.00 10069 1.52 0.0729 0.0729
.
1465.00 0.00 10047 1.52 0.0729 0.0729
' 1470.00 0.00 10025 1.52 0.0728 0.0728
1475.00 0.00 10003 1.52 0.0728 0.0728
1480.00 0.00 9982 1.51 0.0727 0.0727
1485.00 0.00 9960 1.51 0.0727 0.0727
1490.00 0.00 9938 1.51 0.0726 0.0726
1495.00 0.00 9916 1.51 0.0726 0.0726
1500.00 0.00 9894 1.51 0.0725 0.0725
1505.00 0.00 9873 1.50 0.0725 0.0725
' 1510.00 0.00 9851 1.50 0.0724 0.0724
1515.00 0.00 9829 1.50 0.0724 0.0724
1520.00 0.00 9808 1.50 0.0723 0.0723
1525.00 0.00 9786 1.50 0.0723 0.0723
1530.00 0.00 9764 1.49 0.0722 0.0722
1535.00 0.00 9742 149 0.0722 0.0722
1540.00 0.00 9721 1.49 0.0721 0.0721
1545.00 0.00 9699 L49 0.0721 0.0721
1 1550.00 0.00 9678 1.49 0.0720 0.0720
Page 6 of 15
1R X 11 'A 11
1555.00 0.00 9656 1.48 0.0720 0.0720
1560.00 0.00 9634 1.48 0.0719 0.0719
565.00
1.,570.00 0.00
0.00 9613
9591 1.48
1.48 0.0719
0.0718 0.0719
0.0718
1575.00 0.00 9570 1.48 0.0718 0.0718
1580.00 0.00 9548 1.47 0.0717 0.0717
1585.00 0.00 9527 1.47 0.0717 0.0717
1590.00 0.00 9505 1.47 0.0716 0.0716
'
1595.00 0.00 9484 1.47 0.0716 0.0716
1600.00 0.00 9462 1.47 0.0715 0.0715
1605.00 0.00 9441 1.46 0.0715 0.0715
'1610.00
1615.00 0.00
0.00 9419
9398 1.46
1.46 0.0714
0.0714 0.0714
0.0714
1620.00 0.00 9376 1.46 0.0713 0.0713
1625.00 0.00 9355 1.45 0.0713 0.0713
1630.00 0.00 9334 1.45 0.0712 0.0712
1635.00 0.00 9312 1.45 0.0712 0.0712
1640.00 0.00 9291 1.45 0.0711 0.0711
1645.00 0.00 9270 1.45 0.0711 0.0711
1650.00 0.00 9248 1.44 0.0710 0.0710
1655.00 0.00 9227 1.44 0.0710 0.0710
1660.00 0.00 9206 1.44 0.0709 0.0709
1665.00 0.00 9184 1.44 0.0709 0.0709
1670.00 0.00 9163 1.44 0.0708 0.0708
1675.00 0.00 9142 1.43 0.0708 0.0708
1680.00 0.00 9121 1.43 0.0707 0.0707
1685.00 0.00 9099 1.43 0.0707 0.0707
1690.00 0.00 9078 1.43 0.0706 0.0706
1695.00 0.00 9057 1.43 0.0706 0.0706
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1710.00 0.00 8994 1.42 0.0704 0.0704
1715.00 0.00 8973 1.42 0.0704 0.0704
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1765.00 0.00 8762 1.40 0.0698 0.0698
1770.00 0.00 8741 1.39 0.0698 0.0698
1775.00 0.00 8720 1.39 0.0697 0.0697
1780.00 0.00 8699 1.39 0.0697 0.0697
1785.00 0.00 8678 1.39 0.0696 0.0696
1790.00 0.00 8658 1.39 0.0696 0.0696
1795.00 0.00 8637 1.38 0.0695 0.0695
1800.00 0.00 8616 1.38 0.0695 0.0695
1805.00 0.00 8595 1.38 0.0694 0.0694
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1845.00 0.00 8429 1.36 0.0690 0.0690
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1855.00 0.00 8387 1.36 0.0689 0.0689
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1865.00 0.00 8346 1.36 0.0688 0.0688
1870.00 0.00 8325 1.35 0.0687 0.0687
1875.00 0.00 8305 1.35 0.0687 0.0687
1880.00 0.00 8284 1.35 0.0686 0.0686
11885.00 0.00 8264 1.35 0.0686 0.0686
1890.00 0.00 8243 1.35 0.0685 0.0685
1895.00 0.00 8222 1.34 0.0685 0.0685
1900.00 0.00 8202 1.34 0.0684 0.0684
11905.00 0.00 8181 1.34 0.0684 0.0684
1910.00 0.00 8161 1.34 0.0683 0.0683
1915.00 0.00 8140 1.33 0.0683 0.0683
1920.00 0.00 8120 1.33 0.0682 0.0682
1925.00 0.00 8099 1.33 0.0682 0.0682
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1930.00 0.00 8079 1.33 0.0681 0.0681
1935.00 0.00 8059 1.33 0.0681 0.0681
1940.00 0.00 8038 1.32 0.0630 0.0680
' 194500 0.00 8018 1.32 0.0679 0.0679
Page 7 of 15
NEW W.1kyj ' ' 1 1' 0 1 1 I t
1950.00 0.00 7997 1.32 0.0679 0.0679
1955.00 0.00 7977 1.32 0.0678 0.0678
1960.00
1965.00 0.00
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1970.00 0.00 7916 1.31 0.0677 0.0677
1975.00 0.00 7896 1.31 0.0676 0.0676
1980.00 0.00 7875 1.31 0.0676 0.0676
1985.00 0.00 7855 1.31 0.0675 0.0675
'
1990.00 0.00 7835 1.30 0.0675 0.0675
1995.00 0.00 7815 1.30 0.0674 0.0674
2000.00 0.00 7794 1.30 0.0674 0.0674
2005.00 0.00 7774 1.30 0.0673 0.0673
' 2010.00 0.00 7754 1.30 0.0673 0.0673
2015.00 0.00 7734 1.29 0.0672 0.0672
2020.00 0.00 7714 1.29 0.0671 0.0671
2025.00 0.00 7694 1.29 0.0671 0.0671
2030.00 0.00 7673 1.29 0.0670 0.0670
2035.00 0.00 7653 1.28 0.0670 0.0670
2040.00 0.00 7633 1.28 0.0669 0.0669
2045.00 0.00 7613 1.28 0.0669 0.0669
2050.00 0.00 7593 1.28 0.0668 0.0668
2055.00 0.00 7573 1.28 0.0668 0.0668
2060.00 0.00 7553 1.27 0.0667 0.0667
2065.00 0.00 7533 1.27 0.0667 0.0667
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2075.00 0.00 7493 1.27 0.0665 0.0665
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2085.00 0.00 7453 1.26 0.0664 0.0664
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2095.00 0.00 7413 1.26 0.0663 0.0663
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2110.00 0.00 7354 1.25 0.0662 0.0662
2115
00 0.00 7334 1.25 0.0661 0.0661
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2125.00 0.00 7294 1.25 0.0660 0.0660
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2135.00 0.00 7255 1.24 0.0659 0.0659
2140.00 0.00 7235 1.24 0.0658 0.0658
2145.00 0.00 7215 1.24 0.0658 0.0658
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2180.00 0.00 7077 1.22 0.0654 0.0654
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2190.00 0.00 7038 1.22 0.0653 0.0653
2195.00 0.00 7018 1.22 0.0652 0.0652
2200.00 0.00 6999 1.22 0.0652 0.0652
2205.00 0.00 6979 1.21 0.0651 0.0651
2210.00 0.00 6960 1.21 0.0650 0.0650
2215.00 0.00 6940 1.21 0.0650 0.0650
2220.00 0.00 6921 1.21 0.0649 0.0649
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2245.00 0.00 6824 1.20 0.0646 0.0646
2250.00 0.00 6804 1.19 0.0646 0.0646
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2260.00 0.00 6765 1.19 0.0645 0.0645
2265.00 0.00 6746 1.19 0.0644 0.0644
2270.00 0.00 6727 1.19 0.0644 0.0644
2275.00 0.00 6708 1.18 0.0643 0.0643
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2285.00 0.00 6669 1.18 0.0642 0.0642
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Page 3 of 15
' ' 1 1 1' : ' / 1' 11
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2420.00 0.00 6155 1.12 0.0626 0.0626
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Page 9 of 15
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Page 10 of 15

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3405.00 0.00
0.00 2829 .
0.69 0.0492 0.0492
3410.00 0.00 2814 0.69 0.0492 0.0492
' 3415.00
3420
00 0.00
0
00 2799
2784 0.69
0.69 0.0491
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0.0490
.
00
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0.00 2770 0.69 0.0489 0.0489
.
3430
00 0.00 2755 0.68 0.0488 0.0488
.
3435.00 0.00 2740 0.68 0.0488 0.0488
3440
00 0.00 2726 0.68 0.0487 0.0487
.
3445.00 0.00 2711 0.68 0.0486 0.0486
3450
00 0.00 2696 0.67 0.0485 0.0485
.
3455.00 0.00 2682 0.67 0.0484 0.0484
' 3460.00
00 0.00
00
0 2667
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67 0.0483
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3465.
3470.00 .
0.00 2638 .
0.67 0.0482 0.0482
3475.00 0.00 2624 0.66 0.0481 0.0481
3480.00 0.00 2609 0.66 0.0480 0.0480
3485.00 0.00 2595 0.66 0.0479 0.0479
3490
00 0.00 2581 0.66 0.0479 0.0479
.
3495.00 0.00 2566 0.65 0.0478 0.0478
1500
00 0.00 2552 0.65 0.0477 0.0477
1
,
3505.00 0.00 2538
2523 0.65
0
65 0.0476
0.0475 0.0476
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3510.00
3515.00 0.00
0.00 2509 .
0.64 0.0474 0.0474
3520
00 0.00 2495 0.64 0.0474 0.0474
.
3525.00 0.00 2481 0.64 0.0473 0.0473
Page 11 of 15
W ill ' ' 1 1' I
MITITIM 1' 1 1
M'd
3530.00 0.00 2467 0.64 0.0472 0.0472
3535.00 0.00 2452 0.64 0.0471 0.0471
3540
00 0.00 2438 0.63 0.0470 0.0470
.
3545.00 0.00 2424 0.63 0.0469 0.0469
3550.00 0.00 2410 0.63 0.0469 0.0469
3555.00 0.00 2396 0.63 0.0468 0.0468
3560.00 0.00 2382 0.62 0.0467 0.0467
3565.00 0.00 2368 0.62 0.0466 0.0466
3570.00 0.00 2354 0.62 0.0465 0.0465
3575.00 0.00 2340 0.62 0.0464 0.0464
3580.00 0.00 2326 0.62 0.0463 0.0463
3585.00 0.00 2312 0.61 0.0463 0.0463
3590.00 0.00 2298 0.61 0.0462 0.0462
3595.00 0.00 2284 0.61 0.0461 0.0461
3600.00 0.00 2271 0.61 0.0460 0.0460
3605.00 0.00 2257 0.60 0.0459 0.0459
3610.00 0.00 2243 0.60 0.0458 0.0458
1 3615.00 0.00 2229 0.60 0.0457 0.0457
3620.00 0.00 2216 0.60 0.0457 0.0457
3625.00 0.00 2202 0.59 0.0456 0.0456
3630.00 0.00 2188 0.59 0.0455 0.0455
3635.00 0.00 2175 0.59 0.0454 0.0454
3640.00 0.00 2161 0.59 0.0453 0.0453
3645.00 0.00 2147 0.59 0.0452 0.0452
3650.00 0.00 2134 0.58 0.0451 0.0451
3655.00
3660
00 0.00
0
00 2120
2107 0.58
58
0 0.0450
0.0449 0.0450
0.0449
.
3665.00 .
0.00 2093 .
0.58 0.0449 0.0449
3670.00 0.00 2080 0.57 0.0448 0.0448
3675.00 0.00 2066 0.57 0.0447 0.0447
' 3680.00 0.00 2053 0.57 0.0446 0.0446
3685.00 0.00 2040 0.57 0.0445 0.0445
3690.00 0.00 2026 0.56 0.0444 0.0444
3695.00 0.00 2013 0.56 0.0443 0.0443
3700.00
00
3705 0.00
00
0 2000
1986 0.56
56
0 0.0442
0.0441 0.0442
0.0441
.
3710.00 .
0.00 1973 .
0.56 0.0440 0.0440
3715.00 0.00 1960 0.55 0.0440 0.0440
3720.00 0.00 1947 0.55 0.0439 0.0439
' 3725.00 0.00 1934 0.55 0.0438 0.0438
3730.00 0.00 1920 0.55 0.0437 0.0437
3735.00 0.00 1907 0.54 0.0436 0.0436
3740
00 00
0 1894 0.54 0.0435 0.0435
.
3745.00 .
0.00 1881
1868 0.54
0
54 0.0434
0.0433 0.0434
0.0433
3750.00
3755.00 0.00
0.00 1855 .
0.53 0.0432 0.0432
3760.00 0.00 1842 0.53 0.0431 0.0431
3765.00 0.00 1829 0.53 0.0430 0.0430
' 3770.00 0.00 1816 0.53 0.0429 0.0429
3775.00 0.00 1804 0.53 0.0428 0.0428
3780.00 0.00 1791 0.52 0.0427 0.0427
3785
00 00
0 1778 0.52 0.0426 0.0426
' .
3790.00 .
0.00 1765 0.52 0.0426 0.0426
3795.00 0.00 1752 0.52 0.0425 0.0425
3800.00 0.00 1740 0.51 0.0424 0.0424
3805.00 0.00 1727 0.51 0.0423 0.0423
' 3810.00
00
3815 0.00
00
0 1714
1701 0.51
0.51 0.0422
0.0421 0.0422
0.0421
.
3820.00 .
0.00 1689 0.50 0.0420 0.0420
3825.00 0.00 1676 0.50 0.0419 0.0419
3830.00 0.00 1664 0.50 0.0418 0.0418
1 3835.00 0.00 1651 0.50 0.0417 0.0417
3840.00 0.00 1639 0.50 0.0416 0.0416
3845.00 0.00 1626 0.49 0.0415 0.0415
3850.00 0.00 1614 0.49 0.0414 0.0414
3855.00
00
860 0.00
0
00 1601
1589 0.49
49
0 0.0413
0.0412 0.0413
0.0412
.
3
3865.00 .
0.00 1577 .
0.48 0.0411 0.0411
3870.00 0.00 1564 0.48 0.0410 0.0410
3875.00 0.00 1552 0.48 0.0409 0.0409
' 3880.00 0.00 1540 0.48 0.0408 0.0408
3885.00 0.00 1527 0.47 0.0407 0.0407
3890.00 0.00 1515 0.47 0.0406 0.0406
00
3895 0.00 1503 0.47 0.0405 0.0405
' .
3900.00 0.00
0 1491
1479 0.47
46
0 0.0404
0.0403 0.0404
0.0403
3905.00
3910.00 0.0
0.00 1467 .
0.46 0.0402 0.0402
3915.00 0.00 1455 0.46 0.0401 0.0401
3920.00 0.00 1443 0.46 0.0400 0.0400
Page 12 of 15
' ' 1 1 1 i 1 1' 1 1
3925.00 0.00 1431 0.46 0.0399 0.0399
3930.00 0.00 1419 0.45 0.0398 0.0398
3935.00 0.00 1407 0.45 0.0397 0.0397
' 3940.00 0.00 1395 0.45 0.0396 0.0396
3945.00 0.00 1383 0.45 0.0395 0.0395
3950.00 0.00 1371 0.44 0.0394 0.0394
3955.00 0.00 1359 0.44 0.0393 0.0393
3960.00 0.00 1348 0.44 0.0391 0.0391
3965.00 0.00 1336 0.44 0.0390 0.0390
3970.00 0.00 1324 0.43 0.0389 0.0389
3975.00 0.00 1312 0.43 0.0388 0.0388
3980.00 0.00 1301 0.43 0.0387 0.0387
3985.00 0.00 1289 0.43 0.0386 0.0386
3990.00 0.00 1278 0.42 0.0385 0.0385
3995.00 0.00 1266 0.42 0.0384 0.0384
4000.00 0.00 1254 0.42 0.0383 0.0383
4005.00 0.00 1243 0.42 0.0382 0.0382
4010.00 0.00 1232 0.42 0.0381 0.0381
4015.00 0.00 1220 0.41 0.0380 0.0380
4020.00 0.00 1209 0.41 0.0379 0.0379
4025.00 0.00 1197 0.41 0.0377 0.0377
4030.00 0.00 1186 0.41 0.0376 0.0376
4035.00 0.00 1175 0.40 0.0375 0.0375
4040.00 0.00 1164 0.40 0.0374 0.0374
4045
00 0.00 1152 0.40 0.0373 0.0373
.
4050.00 0.00 1141 0.40 0.0372 0.0372
4055.00 0.00 1130 0.39 0.0371 0.0371
4060.00 0.00 1119 0.39 0.0370 0.0370
4065.00 0.00 1108 0.39 0.0368 0.0368
4070.00 0.00 1097 0.39 0.0367 0.0367
' 4075.00 0.00 1086 0.38 0.0366 0.0366
4080.00 0.00 1075 0.38 0.0365 0.0365
4085.00 0.00 1064 0.38 0.0364 0.0364
4090.00 0.00 1053 0.38 0.0363 0.0363
4095.00 0.00 1042 0.37 0.0362 0.0362
4100.00 0.00 1031 0.37 0.0360 0.0360
4105.00 0.00 1020 0.37 0.0359 0.0359
4110.00 0.00 1010 0.37 0.0358 0.0358
4115.00 0.00 999 0.36 0.0357 0.0357
'
4120.00 0.00 988 0.36 0.0356 0.0356
4125.00 0.00 977 0.36 0.0354 0.0354
4130.00 0.00 967 0.36 0.0353 0.0353
4135.00 0.00 956 0.35 0.0352 0.0352
4140.00 0.00 946 0.35 0.0351 0.0351
4145.00 0.00 935 0.35 0.0350 0.0350
4150.00 0.00 925 0.35 0.0348 0.0348
4155.00 0.00 914 0.35 0.0347 0.0347
4160.00 0.00 904 0.34 0.0346 0.0346
'
4165.00 0.00 893 0.34 0.0345 0.0345
4170.00 0.00 883 0.34 0.0344 0.0344
4175.00 0.00 873 0.34 0.0342 0.0342
4180.00 0.00 862 0.33 0.0341 0.0341
4185.00 0.00 852 0.33 0.0340 0.0340
4190.00 0.00 842 0.33 0.0338 0.0338
4195.00 0.00 832 0.33 0.0337 0.0337
4200.00 0.00 822 0.32 0.0336 0.0336
4205.00 0.00 812 0.32 0.0335 0.0335
4210.00 0.00 802 0.32 0.0333 0.0333
4215.00 0.00 792 0.32 0.0332 0.0332
4220.00 0.00 782 0.31 0.0331 0.0331
4225.00 0.00 772 0.31 0.0329 0.0329
'
4230.00 0.00 762 0.31 0.0328 0.0328
4235.00 0.00 752 0.31 0.0327 0.0327
4240.00 0.00 742 0.30 0.0326 0.0326
00
4245 0
00 732 0.30 0.0324 0.0324
.
4250.00 .
0.00 723 0.30 0.0323 0.0323
4255.00 0.00 713 0.30 0.0322 0.0322
4260.00 0.00 703 0.29 0.0320 0.0320
4265.00 0.00 694 0.29 0.0319 0.0319
4270.00 0.00 684 0.29 0.0317 0.0317
4275.00 0.00 675 0.29 0.0316 0.0316
4280.00 0.00 665 0.28 0.0315 0.0315
4285.00 0.00 656 0.28 0.0313 0.0313
4290.00 0.00 646 0.28 0.0312 0.0312
4295.00 0.00 637 0.28 0.0311 0.0311
4300.00 0.00 628 0.27 0.0309 0.0309
4305.00 0.00 618 0.27 0.030S 0.0308
4310.00 0.00 609 0.27 0.0306 0.0306
4315.00 0.00 600 0.27 0.0305 0.0305
Paaa 13 of 15
' '/ 1 1' C• 1 1' 1 1
4320.00 0.00 591 0.26 0.0303 0.0303
4325.00 0.00 582 0.26 0.0302 0.0302
4330.00 0.00 573 0.26 0.0300 0.0300
4335.00 0.00 564 0.26 0.0299 0.0299
4340.00 0.00 555 0.25 0.0298 0.0298
4345.00 0.00 546 0.25 0.0296 0.0296
4350.00 0.00 537 0.25 0.0295 0.0295
4355.00 0.00 528 0.25 0.0293 0.0293
4360.00 0.00 519 0.24 0.0291 0.0291
4365.00 0.00 511 0.24 0.0290 0.0290
4370.00 0.00 502 0.24 0.0288 0.0288
00
4375 0.00 493 0.24 0.0287 0.0287
.
4380.00 0.00 485 0.23 0.0285 0.0285
4385.00 0.00 476 0.23 0.0284 0.0284
4390.00 0.00 467 0.23 0.0282 0.0282
4395.00 0.00 459 0.23 0.0281 0.0281
4400.00 0.00 451 0.22 0.0279 0.0279
'
4405.00 0.00 442 0.22 0.0277 0.0277
4410.00 0.00 434 0.22 0.0276 0.0276
4415.00 0.00 426 0.22 0.0274 0.0274
00
4420 0
00 417 0.21 0.0272 0.0272
.
' 4425.00 .
0.00 409 0.21 0.0271 0.0271
4430.00 0.00 401 0.21 0.0269 0.0269
4435.00 0.00 393 0.20 0.0267 0.0267
4440.00 0.00 385 0.20 0.0266 0.0266
4445.00 0.00 377 0.20 0.0264 0.0264
4450.00 0.00 369 0.20 0.0262 0.0262
4455.00 0.00 361 0.19 0.0261 0.0261
4460.00 0.00 353 0.19 0.0259 0.0259
4465.00 0.00 346 0.19 0.0257 0.0257
4470.00 0.00 338 0.19 0.0255 0.0255
4475.00 0.00 330 0.18 0.0253 0.0253
4480.00 0.00 323 0.18 0.0252 0.0252
4485.00 0.00 315 0.18 0.0250 0.0250
4490.00 0.00 308 0.18 0.0248 0.0248
4495.00 0.00 300 0.17 0.0246 0.0246
4500.00 0.00 293 0.17 0.0244 0.0244
4505.00 0.00 286 0.17 0.0242 0.0242
4510.00 0.00 278 0.17 0.0240 0.0240
' 4515.00 0.00 271 0.16 0.0238 0.0238
4520.00 0.00 264 0.16 0.0236 0.0236
4525.00 0.00 257 0.16 0.0234 0.0234
4530.00 0.00 250 0.15 0.0232 0.0232
4535.00 0.00 243 0.15 0.0230 0.0230
4540.00 0.00 236 0.15 0.0228 0.0228
4545.00 0.00 229 0.15 0.0226 0.0226
4550.00 0.00 222 0.14 0.0224 0.0224
4555.00 0.00 216 0.14 0.0222 0.0222
4560.00 0.00 209 0.14 0.0220 0.0220
4565.00 0.00 202 0.14 0.0218 0.0218
4570.00 0.00 196 0.13 0.0216 0.0216
4575.00 0.00 189 0.13 0.0213 0.0213
4580.00 0.00 183 0.13 0.0211 0.0211
'
4585.00 0.00 177 0.12 0.0209 0.0209
4590.00 0.00 170 0.12 0.0206 0.0206
4595.00 0.00 164 0.12 0.0204 0.0204
4600.00 0.00 158 0.12 0.0202 0.0202
4605.00 0.00 152 0.11 0.0199 0.0199
4610.00 0.00 146 0.11 0.0197 0.0197
4615.00 0.00 140 0.11 0.0194 0.0194
4620
00 00
0 134 0.11 0.0192 0.0192
.
' 4625.00 .
0.00 128 0.10 0.0189 0.0189
4630.00 0.00 123 0.10 0.0187 0.0187
4635.00 0.00 117 0.10 0.0184 0.0184
4640.00 0.00 112 0.09 0.0181 0.0181
4645.00
4650.00 0.00
0.00 106
101 0.09
0.09 0.0178
0.0176 0.0178
0.0176
4655.00 0.00 96 0.09 0.0173 0.0173
4660.00 0.00 90 0.08 0.0170 0.0170
4665.00 0.00 85 0.08 0.0167 0.0167
' 4670.00 0.00 80 0.08 0.0164 0.0164
4675.00 0.00 75 0.07 0.0160 0.0160
4680.00 0.00 71 0.07 0.0157 0.0157
4685.00 0.00 66 0.07 0.0154 0.0154
4690.00 0.00 61 0.06 0.0150 0.0150
'
4695.00 0.00 57 0.06 0.0147 0.0147
4700.00 0.00 52 0.06 0.0143 0.0143
4705.00 0.00 48 0.06 0.0140 0.0140
4710.00 0.00 44 0.05 0.0136 0.0136
Page 14 of 15
' ' 1 1 1' / 1' 1 1
4715.00 0.00 40 0.05 0.0132 0.0132
4720.00 0.00 36 0.05 0.0127 0.0127
4725.00 0.00 32 0.04 0.0123 0.0123
4730.00 0.00 28 0.04 0.0119 0.0119
4735.00 0.00 25 0.04 0.0114 0.0114
4740.00 0.00 21 0.03 0.0109 0.0109
4745.00 0.00 Is 0.03 0.0103 0.0103
4750.00 0.00 15 0.03 0.0097 0.0097
4755.00 0.00 12 0.02 0.0091 0.0091
4760.00 0.00 9 0.02 0.0084 0.0084
4765.00 0.00 7 0.02 0.0076 0.0076
4770.00 0.00 4 0.01 0.0067 0.0067
4775.00 0.00 2 0.01 0.0056 0.0056
4780.00 0.00 1 0.00 0.0039 0.0039
79.67 hours 3.3 days
Pond drains completely down at time 4,780 minutes or 3.3 days.

I Page 15 of 15

?I

DRY BASIN
#2
L'

' Project No. DWQ
DIVISION OF WATER QUALITY
' 401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
Project Name : WEAVERS POND
Contact Person: JOE FAULKNER Phone Number: ( 919)367-8790
For projects with multiple basins, specify which basin this worksheet applies to:_ DRY 6A51N #2
' Drainage Area: _acres Percent Impervious Area: 32 %
9.514
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design: requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
' provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, affach an explanation of nhy.
' Applicants Initials
N1 k ether capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
' Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
' A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
1 Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
' Access for dean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-Clut prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.

Dry Basin #2
' Q=CIA Tot
l Sit
A
= 9
514
a
e
rea
.
acres
Proposed Impervious
Roadway - Total 35,124 s.f.
Sidewalk 3,2281f 12,912 s.f.
Lots @ 3,042 s.f./lot 28 ea 85,176 s.f. 28 1/2 Lots & 14 Full Lots

Impervious Total - s.f.
133,212 s.f.
3.058 Acres

Weighted C Value
Impervious Area Pervious Area Weighted
133,212 s.f. 281,205 s.f. "C"
C - Value 0.95 0.30 Value
0.31 0.20 0.51
Detention Pond Design
(85 % Pollutant Removal Effeciency)
Total Drainage Area - 9.514 Acres
Impervious On-Site Area - 3.058 Acres
Percentage of Impervious Area - 32%
1" Storage Volume
Rv = 0.05+0.009 (1)
I = Percent Impervious
Rv = 0.339 (in./in.)
Volume = (Design Rainfall) (Rv) (Drainage Area)
1" Volume Required = 0.269 acres
11,713 c.f.
1" Volume Provided = 12,164 c.f.
Stage / Storage

Elev Contour Incremental Total Stage
Area Volume Volume

332.5 2,702
1,495 1,495 1
333 3,279
3,750 5,245 1.5
334 4,220
6,919 12,164 2.9
335.4 5,665
3,599 15,763 3.5
336 6,331
6,917 22,680 4.5
337 7,503
1" Volume Elevation (Provided)= 335.4

Drawdown calculation for 1" Volume
Orifice required for 2-5 Day Drawdown
2.9 ft of storage, 1.4 ft of avg head
1.00 in Orifice Size Q2-day= 5,462
Q = 0.032 cfs Q5-day= 13,654
So, this Orifice will drawdown pond in 4.29 days (This references required
volume calc)
Storage depth= 2.90 ft Intermim Calc. 9.663333
Average head= 1.45 ft Orifice Area = 0.005451 Used for Q

Maximum Release of 2-5 Day Draw down would be based upon the 4.3 feet storage depth.
1.A0 in- Orifice Size intermim Calc. 13.66602
Qmax= 0.045 cfs Orifice Area = 0.005451

Level Spreader Required = Qmax' 13 feet
L = 0.6 feet
The proposed flared end section will disperse the I" flush flow due to such a low discharge rate.
Peak Flow Q10
I = 7.22 in/hr.
C = 0.51
A = 9.51 Ac.
Q10=CIA
Q10 = 35.0 CFS
Principal Spillway Riser Elevation =
Riser Invert Elevation =
Barrel Invert =
Barrel Length =
Barrel Size =
Kp =
Barrel Area =
Q barrel =
Block Riser
EMERGENCY SPILLWAY
CHECK
Length of Riser
Width of Riser
Width of Weir
Q riser = 51.2 cfs
H = 0.90 ft
Spillway Elev. _
Width =
Depth =
Qspillway =
Qspillway+ Qbarrel = Q25
I = 9.72 in/hr.
C = 0.51
A = 9.51 Ac.
Q100= CIA
Q100 =
335.4
332
331.5
44 ft.
36 " RCP
0.00616
7.07 sf
56.92 cfs
5 ft inside dimension
5 ft inside dimension
20 ft
47.1 CFS
Capable of
Carrying
H is Weir depth above riser.
Maximum Water Surface Elevation = 335.6
335.00
0
0.5
0.0 cfs
56.9 cfs
pass
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ff) In (S) In (Z) Z est

332.5 2,702
333.0 3,279 1,495 1,495 0.50 7.31 -0.69 0.59
334.0 4,220 3,750 5,245 1.50 8.56 0.41 1.52
335.0 5,237 4,729 9,973 2.50 9.21 0.92 2.46
336.0 6,331 5,784 15,757 3.50 9.67 1.25 3.47
337.0 7,503 6,917 22,674 4.50 10.03 1.50 4.56
Regression Output:
b= 1.328404089 (X Variable Coeff)
Ks- 3,017 (er''"""` 5
?tage - Storage Equation is of th e form: S = (Ks)(ZY
Check of Ks and b : S = Ks z
Storagae Area Stage
3,017 1
7,578 2
12,985 3
19,029 4
22,252 4.5 #

'17

H

u
I Page 1 of 11
arrel
'Te
f
acto
r 0.013
a. of Orifice = 36.0 inches
Area of Orifice, (Ao) = 7.07 sf
Pipe Length, (L) = 80.0 feet
riction Coeff., (Kp) = 0.0072
f
.. of Barrel = 332.00 feet
Riser
Ilev. of Riser Crest = 335.40 feet
Circular:
ta. of Riser= 0 inches
ir Length =
e feet
ea a of Riser = sq• ft.
Rectaneular:
h of Riser =
ngt 5 feet
tdth of Riser =
f 5 feet
eir Length = 20 feet
Area of Riser = 25 sq.ft.
1 1
Barrel None
Area
ta. of Barrel = 1.5 inches 0.0122718
v of Control Barrel 332.5
0

7
Page 2 of 11
Control TOTAL
TIME INFLOW STORAGE STAGE BARREL OUTFLOW
min cfs fcff i ut cfs cfs
0.00 0.00 11713 2.78 0.0984 0.0984
5.00 0.00 11713 2.78 0.0984 0.0984
10.00 0.00 11683 2.77 0.0984 0.0984
15.00 0.00 11654 2.77 0.0983 0.0983
20.00 0.00 11624 2.76 0.0982 0.0982
25.00 0.00 11595 2.75 0.0981 0.0981
30
00 0.00 11566 2.75 0.0980 0.0980
.
35.00 0.00 11536 2.74 0.0979 0.0979
40.00 0.00 11507 2.74 0.0978 0.0978
45.00 0.00 11478 2.73 0.0977 0.0977
50.00 0.00 11448 2.73 0.0976 0.0976
55.00 0.00 11419 2.72 0.0975 0.0975
60.00 0.00 11390 2.72 0.0974 0.0974
65.00 0.00 11360 2.71 0.0973 0.0973
70.00 0.00 11331 2.71 0.0972 0.0972
75
00 00
0 11302 2.70 0.0971 0.0971
' .
80.00 .
0.00 11273 2.70 0.0970 0.0970
85.00 0.00 11244 2.69 0.0969 0.0969
90.00 0.00 11215 2.69 0.0969 0.0969
95.00 0.00 11186 2.68 0.0968 0.0968
100.00 0.00 11157 2.68 0.0967 0.0967
105.00 0.00 11128 2.67 0.0966 0.0966
110.00 0.00 11099 2.67 0.0965 0.0965
115.00 0.00 11070 2.66 0.0964 0.0964
120.00 0.00 11041 2.66 0.0963 0.0963
' 125.00 0.00 11012 2.65 0.0962 0.0962
130.00 0.00 10983 2.64 0.0961 0.0961
135.00 0.00 10954 2.64 0.0960 0.0960
140.00 0.00 10925 2.63 0.0959 0.0959
145.00 0.00 10897 2.63 0.0958 0.0958
' 150.00 0.00 10868 2.62 0.0957 0.0957
155.00 0.00 10839 2.62 0.0956 0.0956
160.00 0.00 10811 2.61 0.0955 0.0955
165.00 0.00 10782 2.61 0.0954 0.0954
170.00 0.00 10753 2.60 0.0953 0.0953
175.00 0.00 10725 2.60 0.0952 0.0952
180.00 0.00 10696 2.59 0.0951 0.0951
185.00 0.00 10668 2.59 0.0950 0.0950
190.00 0.00 10639 2.58 0.0949 0.0949
195.00 0.00 10611 2.58 0.0949 0.0949
200.00 0.00 10582 2.57 0.0948 0.0948
205.00 0.00 10554 2.57 0.0947 0.0947
210.00 0.00 10525 2.56 0.0946 0.0946
' 215.00 0.00 10497 2.56 0.0945 0.0945
220.00 0.00 10469 2.55 0.0944 0.0944
225.00 0.00 10440 2.55 0.0943 0.0943
230
00 0.00 10412 2.54 0.0942 0.0942
.
235.00 0.00 10384 2.54 0.0941 0.0941
240.00 0.00 10355 2.53 0.0940 0.0940
245.00 0.00 10327 2.52 0.0939 0.0939
250.00 0.00 10299 2.52 0.0938 0.0938
255.00 0.00 10271 2.51 0.0937 0.0937
260.00 0.00 10243 2.51 0.0936 0.0936
265.00 0.00 10215 2.50 0.0935 0.0935
270.00 0.00 10187 2.50 0.0934 0.0934
275.00 0.00 10159 2.49 0.0933 0.0933
280.00 0.00 10131 2.49 0.0932 0.0932
285.00 0.00 10103 2.48 0.0931 0.0931
290.00 0.00 10075 2.48 0.0930 0.0930
295.00 0.00 10047 2.47 0.0929 0.0929
300.00 0.00 10019 2.47 0.0928 0.0928
' 305.00 0.00 9991 2.46 0.0927 0.0927
310.00 0.00 9963 2.46 0.0926 0.0926
315.00 0.00 9936 2.45 0.0925 0.0925
320.00 0.00 9908 2.45 0.0924 0.0924
' 325.00 0.00 9880 2.44 0.0923 0.0923
330.00 0.00 9852 2.44 0.0922 0.0922
335.00 0.00 9825 2.43 0.0921 0.0921
340.00 0.00 9797 2.43 0.0920 0.0920
345.00 0.00 9769 2.42 0.0919 0.0919
' 350.00 0.00 9742 2.42 0.0919 0.0919
355.00 0.00 9714 2.41 0.0918 0.0918
360.00 0.00 9687 2.41 0.0917 0.0917
' 365.00 0.00 9659 2.40, 0.0916 0.0916
Page 3 of 11
01 ' U1301 1 1 ' 1 ! ?ZM
370.0 0.00 9632 2.40 0.0915 0.0915
375.00 0.00 9604 2.39 0.0914 0.0914

' 380.00
385.00 0.00
0.00 9577
9550 2.39
2.38 0.0913
0.0912 0.0913
0.0912
390.00 0.00 9522 2.38 0.0911 0.0911
395.00 0.00 9495 2.37 0.0910 0.0910
400.00 0.00 9468 2.37 0.0909 U909
405.00 0.00 9440 2.36 0.0908 0.0908
' 410.00 0.00 9413 2.35 0.0907 0.0907
415.00 0.00 9386 2.35 0.0906 0.0906
420.00 0.00 9359 2.34 0.0905 0.0905
425.00 0.00 9332 2.34 0.0904 0.0904
' 430.00 0.00 9305 2.33 0.0903 0.0903
435.00 0.00 9277 2.33 0.0902 0.0902
440.00 0.00 9250 2.32 0.0901 0.0901
445.00 0.00 9223 2.32 0.0900 0.0900
450.00 0.00 9196 2.31 0.0899 0.0899
455.00 0.00 9169 2.31 0.0898 0.0898
460.00 0.00 9142 2.30 0.0897 0.0897
465.00 0.00 9116 2.30 0.0896 0.0896
470.00 0.00 9089 2.29 0.0895 0.0895
' 475.00 0.00 9062 2.29 0.0894 0.0894
480.00 0.00 9035 2.28 0.0893 0.0893
485.00 0.00 9008 2.28 0.0892 0.0892
490.00 0.00 8981 2.27 0.0891 0.0891
495.00 0.00 8955 2.27 0.0890 0.0890
500.00 0.00 8928 2.26 0.0889 0.0889
505.00 0.00 8901 2.26 0.0888 0.0888
510.00 0.00 8875 2.25 0.0887 0.0887
515.00 0.00 8848 2.25 0.0886 0.0886
' 520.00 0.00 8822 2.24 0.0885 0.0885
525.00 0.00 8795 2.24 0.0884 0.0884
530.00 0.00 8769 2.23 0.0883 0.0883
535.00 0.00 8742 2.23 0.0882 0.0882
540.00 0.00 8716 2.22 0.0881 0.0881
' 545.00 0.00 8689 2.22 0.0880 0.0880
550.00 0.00 8663 2.21 0.0879 0.0879
555.00 0.00 8636 2.21 0.0878 0.0878
560.00 0.00 8610 2.20 0.0877 0.0877
565.00 0.00 8584 2.20 0.0876 0.0876
570.00 0.00 8557 2.19 0.0875 0.0875
575.00 0.00 8531 2.19 0.0874 0.0874
580
00 0
00 8505 2.18 0.0873 0.0873
.
585.00 .
0.00 8479 2.18 0.0872 0.0872
590.00 0.00 8453 2.17 0.0871 0.0871
595.00 0.00 8427 2.17 0.0870 0.0870
600.00 0.00 8400 2.16 0.0869 0.0869
605.00 0.00 8374 2.16 0.0868 0.0868
610.00 0.00 8348 2.15 0.0867 0.0867
615.00 0.00 8322 2.15 0.0866 0.0866
620.00 0.00 8296 2.14 0.0865 0.0865
625.00 0.00 8270 2.14 0.0864 0.0864
' 630.00 0.00 8245 2.13 0.0863 0.0863
635.00 0.00 8219 2.13 0.0862 0.0862
640.00 0.00 8193 2.12 0.0861 0.0861
645.00 0.00 8167 2.12 0.0860 0.0860
650.00 0.00 8141 2.11 0.0859 0.0859
' 655.00 0.00 8115 2.11 0.0857 0.0857
660.00 0.00 8090 2.10 0.0856 0.0856
665.00 0.00 8064 2.10 0.0855 0.0855
670.00 0.00 8038 2.09 0.0854 0.0854
' 675.00 0.00 8013 2.09 0.0853 0.0853
680.00 0.00 7987 2.08 0.0852 0.0852
685.00 0.00 7962 2.08 0.0851 0.0851
690.00 0.00 7936 2.07 0.0850 0.0850
695.00 0.00 7911 2.07 0.0849 0.0849
' 700.00 0.00 7885 2.06 0.0848 0.0848
705.00 0.00 7860 2.06 0.0847 0.0847
710.00 0.00 7834 2.05 0.0846 0.0846
715.00 0.00 7809 2.05 0.0845 0.0845
' 720.00 0.00 7783 2.04 0.0844 0.0844
725.00 0.00 7753 2.04 0.0843 0.0843
730.00 0.00 7733 2.03 0.0842 0.0842
735
00 00
0 7708 2.03 O.OS41 0.0541
.
740.00 .
0.00 7682 2.02 0.OS40 0.0840
' 745.00 0.00 7657 2.02 0.0839 0.0839
750.00 0.00 7632 2.01 0.083S 0.0838
755.00 0.00 7607 2.01 0.0837 0.0837
' 760.00 0.00 7582 2.00 0.0536 0.0836
Page 4 of 11
' '1 10 1 Im p] t• 1 1'• 11
765.00 0.00 7557 2.00 0.0835 0.0835
770.00 0.00 7532 1.99 0.0834 0.0834
775.00 0.00 7507 1.99 0.0833 0.0833
' 780.00 0.00 7482 1.98 0.0832 0.0832
785.00 0.00 7457 1.98 0.0831 0.0831
790.00 0.00 7432 1.97 0.0830 0.0830
795.00 0.00 7407 1.97 0.0829 0.0829
800.00 0.00 7382 1.96 0.0827 0.0827
805.00 0.00 7357 1.96 0.0826 0.0826
810.00 0.00 7332 1.95 0.0825 0.0825
815.00 0.00 7308 1.95 0.0824 0.0824
820.00 0.00 7283 1.94 0.0823 0.0823
825.00 0.00 7258 1.94 0.0822 0.0822
830.00 0.00 7234 1.93 0.0821 0.0821
835.00 0.00 7209 1.93 0.0820 0.0820
840.00 0.00 7184 1.92 0.0819 0.0819
845.00 0.00 7160 1.92 0.0818 0.0818
850.00 0.00 7135 1.91 0.0817 0.0817
855.00 0.00 7111 1.91 0.0816 0.0816
860.00 0.00 7086 1.90 0.0815 0.0815
865.00 0.00 7062 1.90 0.0814 0.0814
' 870.00 0.00 7037 1.89 0.0813 0.0813
875.00 0.00 7013 1.89 0.0812 0.0812
880.00 0.00 6989 1.88 0.0811 0.0811
885
00 0.00 6964 1.88 0.0810 0.0810
.
890.00 0.00 6940 1.87 0.0808 0.0808
895.00 0.00 6916 1.87 0.0807 0.0807
900.00 0.00 6892 1.86 0.0806 0.0806
905.00 0.00 6867 1.86 0.0805 0.0805
910.00 0.00 6843 1.85 0.0804 0.0804
915.00 0.00 6819 1.85 0.0803 0.0803
920.00 0.00 6795 1.84 0.0802 0.0802
925.00 0.00 6771 1.84 0.0801 0.0801
930.00 0.00 6747 1.83 0.0800 0.0800
e 935.00 0.00 6723 1.83 0.0799 0.0799
940.00 0.00 6699 1.82 0.0798 0.0798
945.00 0.00 6675 1.82 0.0797 0.0797
950.00 0.00 6651 1.81 0.0796 0.0796
955.00 0.00 6627 1.81 0.0795 0.0795
' 960.00 0.00 6603 1.80 0.0793 0.0793
965.00 0.00 6580 1.80 0.0792 0.0792
970.00 0.00 6556 1.79 0.0791 0.0791
975.00 0.00 6532 1.79 0.0790 0.0790
980.00 0.00 6508 1.78 0.0789 0.0789
985.00 0.00 6485 1.78 0.0788 0.0788
990.00 0.00 6461 1.77 0.0787 0.0787
995.00 0.00 6437 1.77 0.0786 0.0786
' 1000.00
1005
00 0.00
00
0 6414
6390 1.76
1.76 0.0785
0.0784 0.0785
0.0784
.
1010.00 .
0.00 6367 1.75 0.0783 0.0783
1015.00 0.00 6343 1.75 0.0782 0.0782
1020.00 0.00 6320 1.74 0.0780 0.0780
1025.00 0.00 6296 1.74 0.0779 0.0779
1030.00 0.00 6273 1.73 0.0778 0.0778
1035.00 0.00 6250 1.73 0.0777 0.0777
1040.00 0.00 6226 1.73 0.0776 0.0776
1045.00
00
050 0.00
00
0 6203
6180 1.72
72
1 0.0775
0.0774 0.0775
0.0774
.
1
1055.00 .
0.00 6157 .
1.71 0.0773 0.0773
1060.00 0.00 6134 1.71 0.0772 0.0772
1065.00 0.00 6110 1.70 0.0771 0.0771
' 1070.00 0.00 6087 1.70 0.0770 0.0770
1075.00 0.00 6064 1.69 0.0768 0.0768
1080.00 0.00 6041 1.69 0.0767 0.0767
00
1085 0.00 6018 1.68 0.0766 0.0766
.
11090.00 0.00 5995
5972 1.68
67
1 0.0765
0.0764 0.0765
0.0764
1095.00
1100.00 0.00
0.00 5949 .
1.67 0.0763 0.0763
1105.00 0.00 5926 1.66 0.0762 0.0762
1110.00 0.00 5903 1.66 0.0761 0.0761
1115.00 0.00 5881 1.65 0.0760 0.0760
1120.00 0.00 5858 1.65 0.0758 0.0758
1125.00 0.00 5835 1.64 0.0757 0.0757
! 130.00 0.00 5812 1.64 0.0756 0.0756
' 1135.00 0.00 5790 1.63 0.0755 0.0755
1140.00 0.00 5767 1.63 0.0754 0.0754
1145.00 0.00 5744 1.62 0.0753 0.0753
1150.00 0.00 5722 1.62 0.0752 0.0752
' 1155.00 0.00 5699 1.61 0.0751 0.0751
Page 5 of 11
' '/ 1 1' : ' / 1 11
1160.00 0.00 5677 1.61 0.0750 0.0750
1165.00 0.00 5654 1.60 0.0748 0.0748
1170.00 0.00 5632 1.60 0.0747 0.0747
' 1175.00 0.00 5609 1.59 0.0746 0.0746
1180.00 0.00 5587 1.59 0.0745 0.0745
1185.00 0.00 5565 1.59 0.0744 0.0744
1190.00 0.00 5542 1.58 0.0743 0.0743
1195.00 0.00 5520 1.58 0.0742 0.0742
' 1200.00 0.00 5498 1.57 0.0741 0.0741
1205.00 0.00 5476 1.57 0.0739 0.0739
1210.00 0.00 5453 1.56 0.0738 0.0738
1215.00 0.00 5431 1.56 0.0737 0.0737
' 1220.00 0.00 5409 1.55 0.0736 0.0736
1225.00 0.00 5387 1.55 0.0735 0.0735
1230.00 0.00 5365 1.54 0.0734 0.0734
1235
00 0.00 5343 1.54 0.0733 0.0733
.
1240.00 0.00 5321 1.53 0.0732 0.0732
' 1245.00 0.00 5299 1.53 0.0730 0.0730
1250.00 0.00 5277 1.52 0.0729 0.0729
1255.00 0.00 5255 1.52 0.0728 0.0728
1260.00 0.00 5233 1.51 0.0727 0.0727
1265.00 0.00 5212 1.51 0.0726 0.0726
1270.00 0.00 5190 1.50 0.0725 0.0725
1275.00 0.00 5168 1.50 0.0724 0.0724
00
1280 00
0 5146 1.49 0.0722 0.0722
.
1285.00 .
0.00 5125 1.49 0.0721 0.0721
1290.00 0.00 5103 1.49 0.0720 0.0720
1295.00 0.00 5082 1.48 0.0719 0.0719
1300.00 0.00 5060 1.48 0.0718 0.0718
1305.00 0.00 5038 1.47 0.0717 0.0717
' 1310.00 0.00 5017 1.47 0.0716 0.0716
1315.00 0.00 4995 1.46 0.0714 0.0714
1320.00 0.00 4974 1.46 0.0713 0.0713
1325.00 0.00 4953 1.45 0.0712 0.0712
' 1330.00 0.00 4931 1.45 0.0711 0.0711
1335.00 0.00 4910 1.44 0.0710 0.0710
1340.00 0.00 4889 1.44 0.0709 0.0709
1345.00 0.00 4867 1.43 0.0707 0.0707

' 1350.00
00
1355 0.00
0
00 4846
4825 1.43
1
42 0.0706
0.0705 0.0706
0.0705
.
1360.00 .
0.00 4804 .
1.42 0.0704 0.0704
1365.00 0.00 4783 1.41 0.0703 0.0703
1370.00 0.00 4762 1.41 0.0702 0.0702
1375.00 0.00 4741 1.41 0.0700 0.0700
1380.00 0.00 4720 1.40 0.0699 0.0699
1385.00 0.00 4699 1.40 0.0698 0.0698
1390
00 0.00 4678 1.39 0.0697 0.0697
' .
1395.00 0.00
00
0 4657
4636 1.39
38
1 0.0696
0.0695 0.0696
0.0695
1400.00
1405.00 .
0.00 4615 .
1.38 0.0693 0.0693
1410.00 0.00 4594 1.37 0.0692 0.0692
1415.00 0.00 4573 1.37 0.0691 0.0691
' 1420.00 0.00 4553 1.36 0.0690 0.0690
1425.00 0.00 4532 1.36 0.0689 0.0689
1430.00 0.00 4511 1.35 0.0687 0.0687
1435
00 0.00 4491 1.35 0.0686 0.0686
' .
1440.00 0.00 4470
4450 1.34
34
1 0.0685
0.0684 0.0685
0.0684
1445.00
1450.00 0.00
0.00 4429 .
1.33 0.0683 0.0683
1455.00 0.00 4409 1.33 0.0682 0.0682
1460
00 0.00 4388 1.33 0.0680 0.0680
' .
1465.00 0.00 4368 1.32 0.0679 0.0679
1470.00 0.00 4347 1.32 0.0678 0.0678
1475
00 0.00 4327 1.31 0.0677 0.0677
.
1480.00 0.00 4307 1.31 0.0676 0.0676
1485.00 0.00 4286 1.30 0.0674 0.0674
1490.00 0.00 4266 1.30 0.0673 0.0673
1495.00 0.00 4246 1.29 0.0672 0.0672
1500.00 0.00 4226 1.29 0.0671 0.0671
' 1505.00
00
1510 0.00
00
0 4206
4186 1.28
1
28 0.0670
0.0668 0.0670
0.0668
.
1515.00 .
0.00 4166 .
1.27 0.0667 0.0667
1520.00 0.00 4146 1.27 0.0666 0.0666
1525.00 0.00 4126 1.27 0.0665 0.0665
1530.00 0.00 4106 1.26 0.0664 0.0664
1535.00 0.00 4086 1.26 0.0662 0.0662
1540.00 0.00 4066 1.25 0.0661 0.0661
1545.00 0.00 4046 1.25 0.0660 0.0660
' 1550.00 0.00 4026 1.24 0.0659 0.0659
Page 6 of 11
0101
1555.00 0.00 4007 1.24 0.0657 0.0657
1560.00 0.00 3987 1.23 0.0656 0.0656
1565.00 0.00 3967 1.23 0.0655 0.0655
1570.00 0.00 3947 1.22 0.0654 0.0654
1575.00 0.00 3928 1.22 0.0653 0.0653
1580.00 0.00 3908 1.21 0.0651 0.0651
1585.00 0.00 3889 1.21 0.0650 0.0650
1590.00 0.00 3869 1.21 0.0649 0.0649
'
1595.00 0.00 3850 1.20 0.0648 0.0648
1600.00 0.00 3830 1.20 0.0646 0.0646
1605.00 0.00 3811 1.19 0.0645 0.0645
1610.00 0.00 3792 1.19 0.0644 0.0644
1615.00 0.00 3772 1.18 0.0643 0.0643
1620.00 0.00 3753 1.18 0.0641 0.0641
1625.00 0.00 3734 1.17 0.0640 0.0640
1630
00 0.00 3715 1.17 0.0639 0.0639
.
1635.00 0.00 3695 1.16 0.0638 0.0638
'
1640.00 0.00 3676 1.16 0.0636 0.0636
1645.00 0.00 3657 1.16 0.0635 0.0635
1650.00 0.00 3638 1.15 0.0634 0.0634
1655.00 0.00 3619 1.15 0.0633 0.0633
1660.00 0.00 3600 1.14 0.0631 0.0631
1665.00 0.00 3581 1.14 0.0630 0.0630
1670.00 0.00 3562 1.13 0.0629 0.0629
1675
00 00
0 3543 1.13 0.0628 0.0628
.
' 1680.00 .
0.00 3525 1.12 0.0626 0.0626
1685.00 0.00 3506 1.12 0.0625 0.0625
1690.00 0.00 3487 1.12 0.0624 0.0624
1695.00 0.00 3468 1.11 0.0623 0.0623
1700.00 0.00 3450 1.11 0.0621 0.0621
1705.00 0.00 3431 1.10 0.0620 0.0620
1710.00 0.00 3412 1.10 0.0619 0.0619
1715.00 0.00 3394 1.09 0.0618 0.0618
1720.00 0.00 3375 1.09 0.0616 0.0616
' 1725.00 0.00 3357 1.08 0.0615 0.0615
1730.00 0.00 3338 1.08 0.0614 0.0614
1735.00 0.00 3320 1.07 0.0613 0.0613
1740.00 0.00 3302 1.07 0.0611 0.0611
' 1745.00
00
1750 0.00
00
0 3283
3265 1.07
1.06 0.0610
0.0609 0.0610
0.0609
.
1755.00 .
0.00 3247 1.06 0.0607 0.0607
1760.00 0.00 3228 1.05 0.0606 0.0606
1765.00 0.00 3210 1.05 0.0605 0.0605
1770.00 0.00 3192 1.04 0.0604 0.0604
1775.00 0.00 3174 1.04 0.0602 0.0602
1780.00 0.00 3156 1.03 0.0601 0.0601
1785.00 0.00 3138 1.03 0.0600 0.0600
' 1790.00
00
95 0.00
0
00 3120
3102 1.03
1
02 0.0598
0.0597 0.0598
0.0597
17
.
1800.00 .
0.00 3084 .
1.02 0.0596 0.0596
1805.00 0.00 3066 1.01 0.0594 0.0594
810.00
1 0.00 3048 1.01 0.0593 0.0593
1815.00 0.00 3031 1.00 0.0592 0.0592
1820.00 0.00 3013 1.00 0.0591 0.0591
1825.00 0.00 2995 0.99 0.0589 0.0589
1830
00 0.00 2977 0.99 0.0588 0.0588
.
' 1835.00 0.00 2960
2942 0.99
0
98 0.0587
0.0585 0.0587
0.0585
1840.00
1845.00 0.00
0.00 2925 .
0.98 0.0584 0.0584
1850.00 0.00 2907 0.97 0.0583 0.0583
1855.00 0.00 2890 0.97 0.0581 0.0581
'
1860.00 0.00 2872 0.96 0.0580 0.0580
1865.00 0.00 2855 0.96 0.0579 0.0579
1870
00 0.00 2837 0.95 0.0577 0.0577
.
1875
00 0
00 2820 0.95 0.0576 0.0576
.
1880.00 .
0.00 2803 0.95 0.0575 0.0575
1885.00 0.00 2786 0.94 0.0573 0.0573
1890.00 0.00 2768 0.94 0.0572 0.0572
1895.00 0.00 2751 0.93 0.0571 0.0571
' 1900.00
1905
00 0.00
00
0 2734
2717 0.93
0.92 0.0569
0.0568 0.0569
0.0568
.
1910.00 .
0.00 2700 0.92 0.0567 0.0567
1915.00 0.00 2683 0.92 0.0565 0.0565
1920.00 0.00 2666 0.91 0.0564 0.0564
1925.00 0.00 2649 0.91 0.0563 0.0563
1930.00 0.00 2632 0.90 0.0561 0.0561
1935.00 0.00 2615 0.90 0.0560 0.0560
1940.00 0.00 2599 0.89 0.0559 0.0559
' 1945.00 0.00 2582 0.89 0.0557 0.0557
Page 7 of 11
' '1 1 1' t / i' 11
1950.00 0.00 2565 0.88 0.0556 0.0556
1955.00 0.00 2548 0.88 0.0554 0.0554
1960.00
' 1965.00 0.00
0.00 2532
2515 0.88
0.87 0.0553
0.0552 0.0553
0.0552
1970.00 0.00 2499 0.87 0.0550 0.0550
1975.00 0.00 2432 0.86 0.0549 0.0549
1930.00 0.00 2466 0.86 0.0548 0.0548
1985.00 0.00 2449 0.85 0.0546 0.0546
'
1990.00 0.00 2433 0.85 0.0545 0.0545
1995.00 0.00 2416 0.85 0.0543 0.0543
2000.00 0.00 2400 0.84 0.0542 0.0542
2005.00 0.00 2384 0.84 0.0541 0.0541
' 2010.00 0.00 2368 0.83 0.0539 0.0539
2015.00 0.00 2352 0.83 0.0538 0.0538
2020.00 0.00 2335 0.82 0.0537 0.0537
2025.00 0.00 2319 0.82 0.0535 0.0535
2030.00 0.00 2303 0.82 0.0534 0.0534
2035.00 0.00 2287 0.81 0.0532 0.0532
2040.00 0.00 2271 0.81 0.0531 0.0531
2045.00 0.00 2255 0.80 0.0530 0.0530
2050.00 0.00 2239 0.80 0.0528 0.0528
2055.00 0.00 2224 0.79 0.0527 0.0527
2060.00 0.00 2208 0.79 0.0525 0.0525
2065.00 0.00 2192 0.79 0.0524 0.0524
2070.00 0.00 2176 0.78 0.0522 0.0522
2075.00 0.00 2161 0.78 0.0521 0.0521
2080.00 0.00 2145 0.77 0.0520 0.0520
2085.00 0.00 2129 0.77 0.0518 0.0518
2090.00 0.00 2114 0.76 0.0517 0.0517
2095.00 0.00 2098 0.76 0.0515 0.0515
' 2100.00 0.00 2083 0.76 0.0514 0.0514
2105.00 0.00 2067 0.75 0.0513 0.0513
2110.00 0.00 2052 0.75 0.0511 0.0511
2115
00 0
00 2037 0.74 0.0510 0.0510
.
' 2120.00 .
0.00 2021 0.74 0.0508 0.0508
2125.00 0.00 2006 0.74 0.0507 0.0507
2130.00 0.00 1991 0.73 0.0505 0.0505
2135.00 0.00 1976 0.73 0.0504 0.0504
2140.00 0.00 1961 0.72 0.0502 0.0502
'
2145.00 0.00 1946 0.72 0.0501 0.0501
2150.00 0.00 1931 0.71 0.0499 0.0499
2155.00 0.00 1916 0.71 0.0498 0.0498
2160
00 00
0 1901 0.71 0.0497 0.0497
.
2165.00 .
0.00 1886 0.70 0.0495 0.0495
2170.00 0.00 1871 0.70 0.0494 0.0494
2175.00 0.00 1856 0.69 0.0492 0.0492
2180.00 0.00 1841 0.69 0.0491 0.0491
2185.00 0.00 1827 0.69 0.0489 0.0489
'
2190.00 0.00 1812 0.68 0.0488 0.0488
2195.00 0.00 1797 0.68 0.0486 0.0486
2200.00 0.00 1783 0.67 0.0485 0.0485
2205.00 0.00 1768 0.67 0.0483 0.0483
' 2210.00 0.00 1754 0.66 0.0482 0.0482
2215.00 0.00 1739 0.66 0.0480 0.0480
2220.00 0.00 1725 0.66 0.0479 0.0479
2225.00 0.00 1711 0.65 0.0477 0.0477
2230.00 0.00 1696 0.65 0.0476 0.0476
'
2235.00 0.00 1682 0.64 0.0474 0.0474
2240.00 0.00 1668 0.64 0.0473 0.0473
2245.00 0.00 1654 0.64 0.0471 0.0471
2250.00 0.00 1639 0.63 0.0470 0.0470
'
2255.00 0.00 1625 0.63 0.0468 0.0468
2260.00 0.00 1611 0.62 0.0467 0.0467
2265.00 0.00 1597 0.62 0.0465 0.0465
2270.00 0.00 1583 0.62 0.0464 0.0464
2275.00 0.00 1569 0.61 0.0462 0.0462
'
2280.00 0.00 1556 0.61 0.0460 0.0460
2285.00 0.00 1542 0.60 0.0459 0.0459
2290.00 0.00 1528 0.60 0.0457 0.0457
2295.00 0.00 1514 0.60 0.0456 0.0456
'
2300.00 0.00 1501 0.59 0.0454 0.0454
2305.00 0.00 1487 0.59 0.0453 0.0453
2310.00 0.00 1473 0.58 0.0451 0.0451
2315.00
' 2320.00 0.00
0.00 1460
1446 0.58
0.57 0.0450
0.0448 0.0450
0.0443
2325.00 0.00 1433 0.57 0.0446 0.0446
2330.00 0.00 1420 057 0.0445 0.0445
2335.00 0.00 1406 0.56 0.0443 0.0443
' 2340.00 0.00 1393 0.56 0.0442 0.0442
Page 8 of 11
' '1 1 1' :• 1 1' 11
2345.00 0.00 1380 0.55 0.0440 0.0440
2350.00 0.00 1366 0.55 0.0439 0.0439
2355.00
2360.00 0.00
0.00 1353
1340 0.55
0.54 0.0437
0.0435 0.0437
0.0435
2365.00 0.00 1327 0.54 0.0434 0.0434
2370.00 0.00 1314 0.53 0.0432 0.0432
2375.00 0.00 1301 0.53 0.0431 0.0431
2380.00 0.00 1288 0.53 0.0429 0.0429
1
2385.00 0.00 1275 0.52 0.0427 0.0427
2390.00 0.00 1263 0.52 0.0426 0.0426
2395.00 0.00 1250 0.52 0.0424 0.0424
2400.00 0.00 1237 0.51 0.0422 0.0422
' 2405.00 0.00 1224 0.51 0.0421 0.0421
2410.00 0.00 1212 0.50 0.0419 0.0419
2415.00 0.00 1199 0.50 0.0418 0.0418
2420.00 0.00 1187 0.50 0.0416 0.0416
2425.00 0.00 1174 0.49 0.0414 0.0414
'
2430.00 0.00 1162 0.49 0.0413 0.0413
2435.00 0.00 1149 0.48 0.0411 0.0411
2440.00 0.00 1137 0.48 0.0409 0.0409
2445.00 0.00 1125 0.48 0.0408 0.0408
2450.00 0.00 1113 0.47 0.0406 0.0406
2455.00 0.00 1100 0.47 0.0404 0.0404
2460.00 0.00 1088 0.46 0.0403 0.0403
2465.00 0.00 1076 0.46 0.0401 0.0401
2470.00 0.00 1064 0.46 0.0399 0.0399
2475.00 0.00 1052 0.45 0.0397 0.0397
2480.00 0.00 1040 0.45 0.0396 0.0396
2485.00 0.00 1028 0.44 0.0394 0.0394
2490.00 0.00 1017 0.44 0.0392 0.0392
' 2495.00 0.00 1005 0.44 0.0391 0.0391
2500.00 0.00 993 0.43 0.0389 0.0389
2505.00 0.00 981 0.43 0.0387 0.0387
00
2510 0.00 970 0.43 0.0385 0.0385
.
2515.00
0 0.00
00
0 958
947 0.42
0
42 0.0384
0.0382 0.0384
0.0382
0
2520.
2525.00 .
0.00 935 .
0.41 0.0380 0.0380
2530.00 0.00 924 0.41 0.0378 0.0378
2535.00 0.00 912 0.41 0.0377 0.0377
2540.00 0.00 901 0.40 0.0375 0.0375
2545.00 0.00 890 0.40 0.0373 0.0373
2550.00 0.00 879 0.40 0.0371 0.0371
2555
00 0
00 868 0.39 0.0370 0.0370
.
' 2560.00 .
0.00 856
845 0.39
0
38 0.0368
0.0366 0.0368
0.0366
2565.00
2570.00 0.00
0.00 834 .
0.38 0.0364 0.0364
2575.00 0.00 824 0.38 0.0362 0.0362
2580.00 0.00 813 0.37 0.0361 0.0361
2585.00 0.00 802 0.37 0.0359 0.0359
2590.00 0.00 791 0.37 0.0357 0.0357
2595.00 0.00 780 0.36 0.0355 0.0355
2600.00 0.00 770 0.36 0.0353 0.0353
2605.00 0.00 759 0.35 0.0351 0.0351
2610.00 0.00 749 0.35 0.0350 0.0350
2615.00 0.00 738 0.35 0.0348 0.0348
2620.00 0.00 728 0.34 0.0346 0.0346
2625.00
00
2630 0.00
0
00 717
707 0.34
0.34 0.0344
0.0342 0.0344
0.0342
.
2635.00 .
0.00 697 0.33 0.0340 0.0340
2640.00 0.00 686 0.33 0.0338 0.0338
2645.00 0.00 676 0.32 0.0337 0.0337
2650.00 0.00 666 0.32 0.0335 0.0335
2655.00 0.00 656 0.32 0.0333 0.0333
2660.00 0.00 646 0.31 0.0331 0.0331
2665.00 0.00 636 0.31 0.0329 0.0329
2670.00
00 0.00
00
0 626
617 0.31
0
30 0.0327
0.0325 0.0327
0.0325
2675.
2680.00 .
0.00 607 .
0.30 0.0323 0.0323
2685.00 0.00 597 0.30 0.0321 0.0321
2690.00 0.00 588 0.29 0.0319 0.0319
'
2695.00 0.00 578 0.29 0.0317 0.0317
2700.00 0.00 568 0.28 0.0315 0.0315
2705.00 0.00 559 0.28 0.0313 0.0313
''710
00 00
0 550 0.28 0.0311 0.0311
.
2715.00
2720.00 .
0.00
0.00 540
531 0.27
0.27 0.0309
0.0307 0.0309
0.0307
2725.00 0.00 522 0.27 0.0305 0.0305
2730.00 0.00 513 0.26 0.0303 0.0303
' 2735.00 0.00 503 0.26 0.0301 0.0301
Paga 9 of 11
' 1 1 1' i 1 1' 1 1
2740.00 0.00 494 0.26 0.0299 0.0299
2745.00 0.00 485 0.25 0.0297 0.0297
2750.00 0.00 477 0.25 0.0295 0.0295
2755.00 0.00 468 0.25 0.0293 0.0293
2760.00 0.00 459 0.24 0.0291 0.0291
2765.00 0.00 450 0.24 0.0289 0.0289
2770.00 0.00 442 0.24 0.0287 0.0287
2775.00 0.00 433 0.23 0.0285 0.0285
2780.00 0.00 424 0.23 0.0282 0.0282
2785.00 0.00 416 0.22 0.0280 0.0280
2790.00 0.00 408 0.22 0.0278 0.0278
2795.00 0.00 399 0.22 0.0276 0.0276
2800.00 0.00 391 0.21 0.0274 0.0274
2805.00 0.00 383 0.21 0.0272 0.0272
2810.00 0.00 375 0.21 0.0269 0.0269
2815.00 0.00 366 0.20 0.0267 0.0267
2820.00 0.00 358 0.20 0.0265 0.0265
' 2825.00 0.00 350 0.20 0.0263 0.0263
2830.00 0.00 343 0.19 0.0261 0.0261
2835.00 0.00 335 0.19 0.0258 0.0258
2140.10 0.00 327 0.19 0.0256 0.0256
2845.00 0.00 319 0.18 0.0254 0.0254
1
2850.00 0.00 312 0.18 0.0251 0.0251
2855.00 0.00 304 0.18 0.0249 0.0249
2860.00 0.00 297 0.17 0.0247 0.0247
2865.00 0.00 289 0.17 0.0244 0.0244
2870.00 0.00 282 0.17 0.0242 0.0242
2875.00 0.00 275 0.16 0.0240 0.0240
2880.00 0.00 268 0.16 0.0237 0.0237
2885
00 0.00 260 0.16 0.0235 0.0235
.
' 2890.00 0.00 253 0.15 0.0233 0.0233
2895.00 0.00 246 0.15 0.0230 0.0230
2900.00 0.00 239 0.15 0.0228 0.0228
2905.00 0.00 233 0.15 0.0225 0.0225
2910.00 0.00 226 0.14 0.0223 0.0223
2915.00
e 0.00 219 0.14 0.0220 0.0220
2920.00 0.00 213 0.14 0.0218 0.0218
2925.00 0.00 206 0.13 0.0215 0.0215
'2930.00
2935.00 0.00
0.00 200
193 0.13
0.13 0.0213
0.0210 0.0213
0.0210
2940.00 0.00 187 0.12 0.0207 0.0207
2945.00 0.00 181 0.12 0.0205 0.0205
2950.00 0.00 175 0.12 0.0202 0.0202
2955.00 0.00 169 0.11 0.0199 0.0199
2960.00
1 0.00 163 0.11 0.0197 0.0197
2965.00 0.00 157 0.11 0.0194 0.0194
2970.00 0.00 151 0.10 0.0191 0.0191
2975.00 0.00 145 0.10 0.0189 0.0189
2980.00
1 0.00 139 0.10 0.0186 0.0186
2985.00 0.00 134 0.10 0.0183 0.0183
2990.00 0.00 128 0.09 0.0180 0.0180
2995.00 0.00 123 0.09 0.0177 0.0177
3000.00 0.00 118 0.09 0.0174 0.0174
3005.00 0.00 112 0.08 0.0171 0.0171
3010.00 0.00 107 0.08 0.0168 0.0168
3015.00 0.00 102 0.08 0.0165 0.0165
3020.00 0.00 97 0.08 0.0162 0.0162
3025.00
1 0.00 92 0.07 0.0159 0.0159
3030.00 0.00 88 0.07 0.0156 0.0156
3035.00 0.00 83 0.07 0.0153 0.0153

3040,00 0.00 78 0.06 0.0150 0.0150
3045.00 0.00 74 0.06 0.0146 0.0146
1
3050.00 0.00 69 0.06 0.0143 0.0143
3055.00 0.00 65 0.06 0.0140 0.0140
3060.00 0.00 61 0.05 0.0136 0.0136
3065.00 0.00 57 0.05 0.0133 0.0133
,
3070.00 0.00 53 0.05 0.0129 0.0129
3075.00 0.00 49 0.05 0.0125 0.0125
3080.00 0.00 45 0.04 0.0122 0.0122
13015,00
3090.00 0.00
0.00 42
38 0.04
0.04 0.0118
0.0114 0.0118
0.0114
3095.00 0.00 35 0.03 0.0110 0.0110
3100.00 0.00 31 0.03 0.0106 0.0106
3105.00 0.00 28 0.03 0.0102 0.0102
3110.00 0.00 25 0.03 0.0098 0.0098
,
3115.00 0.00 22 0.02 0.0093 0.0093
3120.00 0.00 19 0.02 0.0089 0.0089
3125.00 0.00 17 0.02 0.0084 0.0084
1 130.00 0.00 14 0.02 0.0079 0.0079
Page 10 of 11
.3135.00 0.00 12 0.02 0.0074 0.0074
3140.00 0.00 10 0.01 0.0068 0.0068
3145.00 0.00 8 0.01 0.0062 0.0062
3150.00 0.00 6 0.01 0.0056 0.0056
3155.00 0.00 4 0.01 0.0049 0.0049
3160.00 0.00 3 0.00 0.0042 0.0042
3165.00 0.00 1 0.00 0.0033 0.0033
3170.00 0.00
52
83 hours 0 0.00
2
2 d 0.0021 0.0021
. .
ays
Pond drains completely down at time 3,170 min utes or 2.2 days.

1

n

CIS

Page 11 of 11

n

DRY BASIN
#3

Project No. DWQ
' DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
Project Name : WEAVERS POND
Contact Person: JOE FAULKNER Phone Number: (919)3G7-5790
For projects with multiple basins, specify which basin this worksheet applies to:_ DRY BA51N #3
Drainage Area: acres Percent Impervious Area: 30 %
19.37
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
' provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
' Applicants Initials
t2 ?d'
1 J

Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for clean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean-out problems.
.Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.
Dry Basin #3
Q=CIA Total Site Area = 19.375 acres
Proposed Impervious
Roadway - Total 87,697 s.f.
Sidewalk 5,121 20,484 s.f.
- s.f.
Lots @ 3,042 s.f./lot 43 ea 130,806 s.f. Full Lots
Lots @ 1,500 s.f./lot 8 ea 12,000 s.f. Partial
_
Impervious Total 250,987 s.f.
5.762 Acres
Weighted C Value
Impervious Area Pervious Area Weighted
250,987 s.f. 592,977 s.f. "C"
C - Value 0.95 0.30 Value
0.28 0.21 0.49
Detention Pond Design
(85 % Pollutant Removal Effeciency)
Total Drainage Area - 19.375 Acres
Impervious On-Site Area - 5.762 Acres
Percentage of Impervious Area - 30%
1" Storage Volume
Rv = 0.05+0.009 (1)
I = Percent Impervious
Rv = 0.318 (in./in.)
Volume = (Design Rainfall) (Rv) (Drainage Area)
1" Volume Required = 0.513 acres
22,332 c.f.
1" Volume Provided = 23,526 c.f.
Stage / Storage
Elev Contour Incremental Total Stage
Area Volume Volume
342.5 1,059
1,096 1,096 0.5
343 3,326
7,329 8,425 1.5
344 11,332
15,101 23,526 2.5
345 18,870
20,533 44,059 3.5
346 22,196
1" Volume Elevation (Provided)= 345
e
'
Drawdown calculation for 1" Volume
Orifice required for 2-5 Day Drawdown
2.5 ft of storage, 1.3 ft of avg head
2.00 in Orifice Size Q2-day= 20,284
Q = 0.117 cfs Q5-day= 50,711
So, this Orifice will drawdown pond in 2.20 days (This references required
volume calc)
' Storage depth= 2.50 ft Intermim Calc. 8.972179
Average head= 1.25 ft Orifice Area = 0.021806 Used for Q
' Maximum Release of 2-5 Day Draw down would be based upon the 4.3 feet storage depth.
2.00 in, Orifice Size Intermim Calc. 12.68858
Qmax= 0.166 cfs Orifice Area = 0.021806
' Level Spreader Required = Qmax' 13 feet
L = 2.2 feet
The proposed flared end section will disperse the 1" flush flow due to such a low discharge rate.
' Tc = 26.84 Minutes
Peak Flow Q10
1 = 3.99 in/hr. 1 = 5.09 in/hr.
C = 0.49 C = 0.49
' A = 19.37 Ac. A = 19.37 Ac.
Q10=CIA Q100= CIA
Q10 = 38.2 CFS Q100 = 48.6 CFS
'
Principal Spillway Riser Elevation = 345
Riser Invert Elevation = 342
Barrel Invert = 341.5
' Barrel Length = 33 ft.
Barrel Size = 30 " RCP
Kp = 0.00786
Barrel Area =
Q barrel = 4.91 sf
37.21 cfs Capable of
DOUBLE 30" RCP's 74.42 cfs Carrying
' Riser
Length of Riser 9 ft inside dimension
Width of Riser 4 It inside dimension
' Width of Weir 26 ft
Q riser = 55.8 cfs
H = 0.80 ft H is Weir depth above riser.
' EMERGENCY SPILLWAY
NO SPILLWAY
Spillway Elev. = 336.00
Width = 0
' Depth = 0.7
Qspillway = 0.0 cfs
CHECK
' Qspillway+ Qbarrel = Q25 74.4 cfs
pass

Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est

342.5
343.0 1,059
3,326
1,096
1,096
0.50
7.00
-0.69
0.53
344.0 11,332 7,329 8,425 1.50 9.04 0.41 1.49
345.0 18,870 15,101 23,526 2.50 10.07 0.92 2.52
346.0 22,196 20,533 44,059 3.50 10.69 1.25 3.48
1
' Regression Output:
b= 1.957158416 (X Variable Coeff)
Ks= 3,840
Itage, - Storage Equation is of the form: S = (Ks)(Zf
Check of Ks and b : S = Ks z
Storagae Area Stage
3,840 1
14,909 2
32,968 3
a 44,578
72,901 3.5
4.5 #
0

I Page 1 of 10
Barrel
factor = 0.013
j ia. of Orifice 30.0 inches
rea of Orifice, (Ao) = 4.91 sf
Pipe Length, (L) = 80.0 feet
Friction Coeff., (Kp) =
Inv. of Barrel = 0.0092
342.00 feet
Riser
Flcv. of Riser Crest = 345.00 feet
Circular:
Dia. of Riser= 0 inches
eir Length feet
rea of Riser =
F sq. ft.
Rectangular:
Length of Riser = 9 feet
idth of Riser =
t 4 feet
Length =
weir 26 feet
Area of Riser = 36 sq.ft.
1 i
Barrel None
a. of Barrel =
Inv of Control Barrel

Area
2 inches 0.0218166
335.4
Page 2 of 10
Control TOTAL
TIME INFLOW STORAGE STAGE BARREL OUTFLOW
min cfs cwt, i ut cfs cfs
0.00 0.00 22332 2.46 0.1647 0.1647
5.00 0.00 22332 2.46 0.1647 0.1647
10.00 0.00 22283 2.46 0.1646 0.1646
15.00 0.00 22233 2.45 0.1645 0.1645
20.00 0.00 22184 2.45 0.1644 0.1644
25.00 0.00 22135 2.45 0.1643 0.1643
30.00 0.00 22085 2.44 0.1642 0.1642
35.00 0.00 22036 2.44 0.1642 0.1642
' 40.00 0.00 21987 2.44 0.1641 0.1641
45.00 0.00 21937 2.44 0.1640 0.1640
50.00 0.00 21888 2.43 0.1639 0.1639
55.00 0.00 21839 2.43 0.1638 0.1638
60.00 0.00 21790 2.43 0.1637 0.1637
65.00 0.00 21741 2.43 0.1636 0.1636
70.00 0.00 21692 2.42 0.1635 0.1635
75.00 0.00 21643 2.42 0.1634 0.1634
80.00 0.00 21594 2.42 0.1633 0.1633
85.00 0.00 21545 2.41 0.1632 0.1632
90.00 0.00 21496 2.41 0.1631 0.1631
95.00 0.00 21447 2.41 0.1630 0.1630
100.00 0.00 21398 2.41 0.1629 0.1629
105.00 0.00 21349 2.40 0.1628 0.1628
110.00 0.00 21300 2.40 0.1627 0.1627
115.00 0.00 21251 2.40 0.1626 0.1626
120
00 0.00 21203 2.39 0.1625 0.1625
.
125.00 0.00 21154 2.39 0.1624 0.1624
130.00 0.00 21105 2.39 0.1624 0.1624
135.00 0.00 21056 2.39 0.1623 0.1623
140.00 0.00 21008 2.38 0.1622 0.1622
145.00 0.00 20959 2.38 0.1621 0.1621
' 150.00 0.00 20910 2.38 0.1620 0.1620
155.00 0.00 20862 2.37 0.1619 0.1619
160.00 0.00 20813 2.37 0.1618 0.1618
165.00
170.00 0.00
0.00 20765
20716 2.37
2.37 0.1617
0.1616 0.1617
0.1616
175.00 0.00 20668 2.36 0.1615 0.1615
180.00 0.00 20619 2.36 0.1614 0.1614
185.00 0.00 20571 2.36 0.1613 0.1613
190.00 0.00 20523 2.35 0.1612 0.1612
195.00 0.00 20474 2.35 0.1611 0.1611
200.00 0.00 20426 2.35 0.1610 0.1610
205.00 0.00 20378 2.35 0.1609 0.1609
210.00 0.00 20329 2.34 0.1608 0.1608
215.00 0.00 20281 2.34 0.1607 0.1607
220.00 0.00 20233 2.34 0.1606 0.1606
225.00 0.00 20185 2.33 0.1605 0.1605
230.00 0.00 20137 2.33 0.1604 0.1604
235.00 0.00 20088 2.33 0.1603 0.1603
240.00 0.00 20040 2.33 0.1602 0.1602
245.00 0.00 19992 2.32 0.1601 0.1601
250.00 0.00 19944 2.32 0.1600 0.1600
255.00 0.00 19896 2.32 0.1599 0.1599
260.00 0.00 19848 2.31 0.1598 0.1598
265.00 0.00 19800 2.31 0.1597 0.1597
270.00 0.00 19752 2.31 0.1596 0.1596
275.00 0.00 19704 2.31 0.1595 0.1595
280.00 0.00 19657 2.30 0.1594 0.1594
285.00 0.00 19609 2.30 0.1593 0.1593
290.00 0.00 19561 2.30 0.1592 0.1592
295.00 0.00 19513 2.29 0.1591 0.1591
300.00 0.00 19465 2.29 0.1590 0.1590
' 305.00 0.00 19418 2.29 0.1589 0.1589
310.00 0.00 19370 2.29 0.1588 0.1588
315.00 0.00 19322 2.28 0.1587 0.1587
320.00
325.00 0.00
0.00 19275
19227 2.28
2.28 0.1586
0.1535 0.1586
0.1585
330.00 0.00 19180 2.27 0.1584 0.1584
335.00 0.00 19132 2.27 0.1583 0.1583
340.00 0.00 19085 2.27 0.1582 0.1582
345.00 0.00 19037 2.27 0.1581 0.1581
350.00 0.00 18990 2.26 0.1580 0.15S0
355.00 0.00 13942 2.26 0.1579 0.1579
360.00 0.00 18395 2.26 0.1578 0.1578
' 365.00 0.00 18818 2.25 0.1577 0.1577
Page 3 of 10

370.00 0.00 18800 2.25 0.1576 0.1576
375.00 0.00 18753 2.25 0.1575 0.1575
380.00 0.00 18706 2.25 0.1574 0.1574
385.00 0.00 18658 2.24 0.1573 0.1573
390.00 0.00 18611 2.24 0.1572 0.1572
395.00 0.00 18564 2.24 0.1571 0.1571
400.00 0.00 18517 2.23 0.1570 0.1570
405.00 0.00 18470 2.23 0.1569 0.1569
410.00 0.00 18423 2.23 0.1568 0.1568
415.00 0.00 18376 2.23 0.1567 0.1567
420.00 0.00 18329 2.22 0.1566 0.1566
425.00 0.00 18282 2.22 0.1565 0.1565
430.00 0.00 18235 2.22 0.1564 0.1564
435.00 0.00 18188 2.21 0.1563 0.1563
440.00 0.00 18141 2.21 0.1562 0.1562
445.00 0.00 18094 2.21 0.1561 0.1561
450.00 0.00 18047 2.21 0.1560 0.1560
455.00 0.00 18001 2.20 0.1559 0.1559
460.00 0.00 17954 2.20 0.1558 0.1558
465.00 0.00 17907 2.20 0.1557 0.1557
470
00 0
00 17860 2
19 0.1556 0.1556
.
475.00 .
0.00 17814 .
2.19 0.1555 0.1555
480.00 0.00 17767 2.19 0.1554 0.1554
485.00 0.00 17720 2.18 0.1553 0.1553
490.00 0.00 17674 2.18 0.1552 0.1552
495.00 0.00 17627 2.18 0.1551 0.1551
500.00 0.00 17581 2.18 0.1549 0.1549
505.00 0.00 17534 2.17 0.1548 0.1548
510.00 0.00 17488 2.17 0.1547 0.1547
515.00
520.00 0.00
0.00 17441
17395 2.17
2.16 0.1546
0.1545 0.1546
0.1545
525.00 0.00 17349 2.16 0.1544 0.1544
530.00 0.00 17302 2.16 0.1543 0.1543
535.00 0.00 17256 2.16 0.1542 0.1542
540.00 0.00 17210 2.15 0.1541 0.1541
'
545.00 0.00 17164 2.15 0.1540 0.1540
550.00 0.00 17117 2.15 0.1539 0.1539
555.00 0.00 17071 2.14 0.1538 0.1538
560.00 0.00 17025 2.14 0.1537 0.1537
' 565.00 0.00 16979 2.14 0.1536 0.1536
570.00 0.00 16933 2.13 0.1535 0.1535
575.00 0.00 16887 2.13 0.1534 0.1534
580.00 0.00 16841 2.13 0.1533 0.1533
585.00 0.00 16795 2.13 0.1531 0.1531
'
590.00 0.00 16749 2.12 0.1530 0.1530
595.00 0.00 16703 2.12 0.1529 0.1529
600.00 0.00 16657 2.12 0.1528 0.1528
605.00 0.00 16611 2.11 0.1527 0.1527
610.00 0.00 16565 2.11 0.1526 0.1526
615.00 0.00 16520 2.11 0.1525 0.1525
620.00 0.00 16474 2.10 0.1524 0.1524
625.00 0.00 16428 2.10 0.1523 0.1523
630.00 0.00 16383 2.10 0.1522 0.1522
635.00 0.00 16337 2.10 0.1521 0.1521
640.00 0.00 16291 2.09 0.1520 0.1520
645.00 0.00 16246 2.09 0.1519 0.1519
650.00 0.00 16200 2.09 0.1517 0.1517
655.00 0.00 16155 2.08 0.1516 0.1516
660.00 0.00 16109 2.08 0.1515 0.1515
665.00 0.00 16064 2.08 0.1514 0.1514
670
00 0
00 16018 2.07 0.1513 0.1513
.
675.00 .
0.00 15973 2.07 0.1512 0.1512
680.00 0.00 15927 2.07 0.1511 0.1511
685.00 0.00 15882 2.07 0.1510 0.1510
690.00 0.00 15837 2.06 0.1509 0.1509
695.00 0.00 15792 2.06 0.1508 0.1508
700.00 0.00 15746 2.06 0.1506 0.1506
705.00 0.00 15701 2.05 0.1505 0.1505
710.00 0.00 15656 2.05 0.1504 0.1504
715.00 0.00 15611 2.05 0.1503 0.1503
' 720.00 0.00 15566 2.04 0.1502 0.1502
725.00 0.00 15521 2.04 0.1501 0.1501
730.00 0.00 15476 2.04 0.1500 0.1500
735.00 0.00 15431 2.04 0.1499 0.1499
740.00 0.00 15386 2.03 0.1493 0.1498
745.00 0.00 15341 2.03 0.1496 0.1496
750.00 0.00 15296 2.03 0.1495 0.1495
755.00 0.00 15251 2.02 0.1494 0.1494
760.00 0.00 15206 2.02 0.1493 0.1493
Page 4 of 10

765.00 0.00 15161 2.02 0.1492 0.1492
770.00 0.00 15117 2.01 0.1491 0.1491
775.00 0.00 15072 2.01 0.1490 0.1490
780.00 0.00 15027 2.01 0.1489 0.1489
' 785.00 0.00 14983 2.01 0.1487 0.1487
790.00 0.00 14938 2.00 0.1486 0.1486
795.00 0.00 14893 2.00 0.1485 0.1485
800.00 0.00 14849 2.00 0.1484 0.1484
805.00 0.00 14804 1.99 0.1483 0.1483
810.00 0.00 14760 1.99 0.1482 0.1482
815.00 0.00 14715 1.99 0.1481 0.1481
820.00 0.00 14671 1.98 0.1479 0.1479
825.00 0.00 14627 1.98 0.1478 0.1478
830.00 0.00 14582 1.98 0.1477 0.1477
835.00 0.00 14538 1.97 0.1476 0.1476
840.00 0.00 14494 1.97 0.1475 0.1475
845.00 0.00 14449 1.97 0.1474 0.1474
850.00 0.00 14405 1.97 0.1473 0.1473
855.00 0.00 14361 1.96 0.1471 0.1471
860.00 0.00 14317 1.96 0.1470 0.1470
865.00 0
00 14273 1.96 0.1469 0.1469
' 870.00 .
0.00 14229 1.95 0.1468 0.1468
875.00 0.00 14185 1.95 0.1467 0.1467
880.00 0.00 14141 1.95 0.1466 0.1466
885.00 0.00 14097 1.94 0.1464 0.1464
890.00 0.00 14053 1.94 0.1463 0.1463
895.00 0.00 14009 1.94 0.1462 0.1462
900.00 0.00 13965 1.93 0.1461 0.1461
905.00 0.00 13921 1.93 0.1460 0.1460
910.00
915.00 0.00
0.00 13877
13834 1.93
1.92 0.1459
0.1457 0.1459
0.1457
920.00 0.00 13790 1.92 0.1456 0.1456
925.00 0.00 13746 1.92 0.1455 0.1455
930.00 0.00 13702 1.92 0.1454 0.1454
935.00 0.00 13659 1.91 0.1453 0.1453
' 940.00 0.00 13615 1.91 0.1452 0.1452
945.00 0.00 13572 1.91 0.1450 0.1450
950.00 0.00 13528 1.90 0.1449 0.1449
955.00 0.00 13485 1.90 0.1448 0.1448
' 960.00 0.00 13441 1.90 0.1447 0.1447
965.00 0.00 13398 1.89 0.1446 0.1446
970.00 0.00 13355 1.89 0.1444 0.1444
975.00 0.00 13311 1.89 0.1443 0.1443
980.00 0.00 13268 1.88 0.1442 0.1442
985.00 0.00 13225 1.88 0.1441 0.1441
990.00 0.00 13181 1.88 0.1440 0.1440
995.00 0.00 13138 1.87 0.1438 0.1438
1000.00 0.00 13095 1.87 0.1437 0.1437
1005.00 0.00 13052 1.87 0.1436 0.1436
1010.00 0.00 13009 1.87 0.1435 0.1435
1015.00 0.00 12966 1.86 0.1434 0.1434
1020.00 0.00 12923 1.86 0.1432 0.1432
1025.00 0.00 12880 1.86 0.1431 0.1431
1030.00 0.00 12837 1.85 0.1430 0.1430
1035.00 0.00 12794 1.85 0.1429 0.1429
1040.00 0.00 12751 1.85 0.1427 0.1427
1045.00 0.00 12708 1.84 0.1426 0.1426
1050.00 0.00 12666 1.84 0.1425 0.1425
1055.00 0.00 12623 1.84 0.1424 0.1424
1060.00 0.00 12580 1.83 0.1422 0.1422
1065
00 00
0 12537 1.83 0.1421 0.1421
' .
1070.00 .
0.00 12495 1.83 0.1420 0.1420
1075.00 0.00 12452 1.82 0.1419 0.1419
1080.00 0.00 12410 1.82 0.1418 0.1418
1085.00 0.00 12367 1.82 0.1416 0.1416
1090.00 0.00 12325 1.81 0.1415 0.1415
1095.00 0.00 12282 1.81 0.1414 0.1414
1100.00 0.00 12240 1.81 0.1413 0.1413
1105.00 0.00 12197 1.81 0.1411 0.1411
1110.00 0.00 12155 1.80 0.1410 0.1410
1115.00 0.00 12113 1.80 0.1409 0.1409
1120.00 0.00 12071 1.80 0.1408 0.1408
1125.00 0.00 12028 1.79 0.1406 0.1406
1130.00 0.00 11986 1.79 0.1405 0.1405
1135.00 0.00 11944 1.79 0.1404 0.1404
' 1140.00 0.00 11902 1.78 0.1402 0.1402
1145.00 0.00 11860 1.78 0.1401 0.1401
1150.00 0.00 11818 1.78 0.1400 0.1400
1155.00 0.00 11776 1.77 0.1399 0.1399
Page 5 of 10

1160.00 0.00 11734 1.77 0.1397 0.1397
1165.00 0.00 11692 1.77 0.1396 0.1396
1170.00 0.00 11650 1.76 0
1395 0
1395
1175.00 0.00 11608 1.76 .
0.1394 .
0.1394
1180.00 0.00 11566 1.76 0.1392 0.1392
1185.00 0.00 11525 1.75 0.1391 0.1391
1190.00 0.00 11483 1.75 0.1390 0.1390
1195.00 0.00 11441 1.75 0.1388 0.1388
1200.00 0.00 11399 1.74 0.1387 0.1387
1205.00 0.00 11358 1.74 0.1386 0.1386
1210.00 0.00 11316 1.74 0.1385 0.1385
1215.00
1220.00 0.00
0.00 11275
11233 1.73
133 0.1383
0.1382 0.1383
0.1382
1225.00 0.00 11192 1.73 0.1381 0.1381
1230.00 0.00 11150 1.72 0.1379 0.1379
1235.00 0.00 11109 1.72 0.1378 0.1378
1240.00 0.00 11068 1.72 0.1377 0.1377
1245.00 0.00 11026 1.71 0.1375 0.1375
1250.00 0.00 10985 1.71 0.1374 0.1374
1255.00 0.00 10944 1.71 0.1373 0.1373
1260.00
' 1265.00 0.00
0.00 10903
10862 1.70
1.70 0.1371
0.1370 0.1371
0.1370
1270.00 0.00 10820 1.70 0.1369 0.1369
1275.00 0.00 10779 1.69 0.1367 0.1367
1280.00 0.00 10738 1.69 0.1366 0.1366
1285.00 0.00 10697 1.69 0.1365 0.1365
1290.00 0.00 10656 1.68 0.1363 0.1363
1295.00 0.00 10616 1.68 0.1362 0.1362
1300.00 0.00 10575 1.68 0.1361 0.1361
1305.00 0.00 10534 1.67 0.1359 0.1359
11310.00 0.00 10493 1.67 0.1358 0.1358
1315.00 0.00 10452 1.67 0.1357 0.1357
1320.00 0.00 10412 1.66 0.1355 0.1355
1325.00 0.00 10371 1.66 0.1354 0.1354
1330.00 0.00 10330 1.66 0.1353 0.1353
1335.00 0.00 10290 1.65 0.1351 0.1351
1340.00 0.00 10249 1.65 0.1350 0.1350
1345.00 0.00 10209 1.65 0.1349 0.1349
1350.00 0.00 10168 1.64 0.1347 0.1347
' 1355.00 0.00 10128 1.64 0.1346 0.1346
1360.00 0.00 10087 1.64 0.1344 0.1344
1365.00 0.00 10047 1.63 0.1343 0.1343
1370.00 0.00 10007 1.63 0.1342 0.1342
1375.00 0.00 9967 1.63 0.1340 0.1340
1380.00 0.00 9926 1.62 0.1339 0.1339
1385.00 0.00 9886 1.62 0.1338 0.1338
1390.00 0.00 9846 1.62 0.1336 0.1336
1395.00 0.00 9806 1.61 0.1335 0.1335
'
1400.00 0.00 9766 1.61 0.1333 0.1333
1405.00 0.00 9726 1.61 0.1332 0.1332
1410.00 0.00 9686 1.60 0.1331 0.1331
1415.00 0.00 9646 1.60 0.1329 0.1329
11420.00 0.00 9606 1.60 0.1328 0.1328
1425.00 0.00 9566 1.59 0.1326 0.1326
1430.00 0.00 9527 1.59 0.1325 0.1325
1435.00 0.00 9487 1.59 0.1324 0.1324
1440.00 0.00 9447 1.58 0.1322 0.1322
1445.00 0.00 9407 1.58 0.1321 0.1321
1450.00 0.00 9368 1.58 0.1319 0.1319
1455.00 0.00 9328 1.57 0.1318 0.1318
1460.00 0.00 9289 1.57 0.1316 0.1316
' 1465.00 0.00 9249 1.57 0.1315 0.1315
1470.00 0.00 9210 1.56 0.1314 0.1314
1475.00 0.00 9170 1.56 0.1312 0.1312
1480.00 0.00 9131 1.56 0.1311 0.1311
1485.00 0.00 9092 1.55 0.1309 0.1309
1490.00 0.00 9052 1.55 0.1308 0.1308
1495.00 0.00 9013 1.55 0.1306 0.1306
1500.00 0.00 8974 1.54 0.1305 0.1305
1505.00 0.00 8935 1.54 0.1303 0.1303
1510.00 0.00 8896 1.54 0.1302 0.1302
1515.00 0.00 8857 1.53 0.1301 0.1301
1520.00 0.00 8818 1.53 0.1299 0.1299
1525.00 0.00 8779 1.53 0.1298 0.1298
1530.00 0.00 8740 1.52 0.1296 0.1296
1535.00 0.00 8701 1.52 0.1295 0.1295
1540.00 0.00 8662 1.52 0.1293 0.1293
1545.00 0.00 8623 1.51 0.1292 0.1292
1550.00 0.00 8584 1.51 0.1290 0.1290
Page 5 of 10
I 1 11
i•
1,113
i
1' 1 1
1555.00 0.00 8546 1.50 0.1289 0.1289
1560.00 0.00 8507 1.50 0.1287 0.1287
1565.00 0.00 8469 1.50 0.1286 0.1286
1570.00 0.00 8430 1.49 0.1284 0.1284
1575.00 0.00 8391 1.49 0.1283 0.1283
1580.00 0.00 8353 1.49 0.1281 0.1281
1585.00 0.00 8314 1.48 0.1280 0.1280
1590.00 0.00 8276 1.48 0.1278 0.1278
1595.00 0.00 8238 1.48 0.1277 0.1277
1600.00 0.00 8199 1.47 0.1275 0.1275
1605.00 0.00 8161 1.47 0.1274 0.1274
1610
00 0.00 8123 1.47 0.1272 0.1272
.
1615.00 0.00 8085 1.46 0.1271 0.1271
'
1620.00 0.00 8047 1.46 0.1269 0.1269
1625.00 0.00 8009 1.46 0.1267 0.1267
1630.00 0.00 7971 1.45 0.1266 0.1266
1635.00 0.00 7933 1.45 0.1264 0.1264
1640.00 0.00 7895 1.45 0.1263 0.1263
1645.00 0.00 7857 1.44 0.1261 0.1261
1650.00 0.00 7819 1.44 0.1260 0.1260
1655.00 0.00 7781 1.43 0.1258 0.1258
1660.00 0.00 7743 1.43 0.1257 0.1257
1665.00 0.00 7706 1.43 0.1255 0.1255
1670.00 0.00 7668 1.42 0.1253 0.1253
1675.00 0.00 7630 1.42 0.1252 0.1252
1680.00 0.00 7593 1.42 0.1250 0.1250
1685.00 0.00 7555 1.41 0.1249 0.1249
1690.00 0.00 7518 1.41 0.1247 0.1247
1695.00 0.00 7481 1.41 0.1246 0.1246
1700.00 0.00 7443 1.40 0.1244 0.1244
' 1705.00 0.00 7406 1.40 0.1242 0.1242
1710.00 0.00 7369 1.40 0.1241 0.1241
1715.00 0.00 7331 1.39 0.1239 0.1239
1720.00 0.00 7294 1.39 0.1238 0.1238
1725.00
1730
00 0.00
0
00 7257
7220 1.38
1.38 0.1236
0.1234 0.1236
0.1234
.
1735.00 .
0.00 7183 1.38 0.1233 0.1233
1740.00 0.00 7146 1.37 0.1231 0.1231
1745.00 0.00 7109 1.37 0.1229 0.1229
' 1750.00 0.00 7072 1.37 0.1228 0.1228
1755.00 0.00 7035 1.36 0.1226 0.1226
1760.00 0.00 6999 1.36 0.1225 0.1225
1765.00 0.00 6962 1.36 0.1223 0.1223
' 1770.00
00 0.00
00
0 6925
6888 1.35
1
35 0.1221
0.1220 0.1221
0.1220
1775.
1780.00 .
0.00 6852 .
1.34 0.1218 0.1218
1785.00 0.00 6815 1.34 0.1216 0.1216
1790.00 0.00 6779 1.34 0.1215 0.1215
'
1795.00 0.00 6742 1.33 0.1213 0.1213
1800
00 0.00 6706 1.33 0.1211 0.1211
.
1805.00 0.00 6670 1.33 0.1210 0.1210
00
1810 0.00 6633 1.32 0.1208 0.1208
.
1815.00 0.00
00 6597
6561 1.32
31
1 0.1206
0.1205 0.1206
0.1205
1820.00
1825.00 0.
0.00 6525 .
1.31 0.1203 0.1203
1830
00 0.00 6489 1.31 0.1201 0.1201
.
00
1835 0.00 6453 1.30 0.1199 0.1199
.
00
1840 0.00 6417 1.30 0.1198 0.1198
.
1845
00 0.00 6381 1.30 0.1196 0.1196
.
1850
00 0.00 6345 1.29 0.1194 0.1194
.
00
1855 0.00 6309 1.29 0.1193 0.1193
.
' 1860.00 0.00 6273 1.29
28
1 0.1191
0.1189 0.1191
0.1189
1865.00 0.00 6238 .
00
1870 0.00 6202 1.28 0.1187 0.1187
.
1875
00 0.00 6166 1.27 0.1186 0.1186
.
1880.00 0.00 6131 1.27 0.1184 0.1184
1885.00 0.00 6095 1.27 0.1182 0.1182
1890.00 0.00 6060 1.26 0.1180 0.1180
1895.00 0.00 6024 1.26 0.1179 0.1179
1900.00 0.00 5989 1.25 0.1177 0.1177
1905.00 0.00 5954 1.25 0.1175 0.1175
1910.00 0.00 5918 1.25 0.1173 0.1173
1915.00 0.00 5883 1.24 0.1171 0.1171
1920.00 0.00 5348 1.24 0.1170 0.1170
' 1925.00 0.00
00
0 5813
5778 1.24
1
23 0.1165
0.1166 0.1163
0.1166
1930.00
1935.00 .
0.00 5743 .
1.23 0.1164 0.1164
1940.00 0.00 5708 1.22 0.1162 0.1162
M 1945.00 0.00 5673 1.22 0.1161 0.1161
Page 7 of 10
¦ 1950.00 0.00 5638 1.22 0.1159 0.1159
1955.00 0.00 5604 1.21 0.1157 0.1157
1960.00 0,00 5569 1.21 0.1155 0.1155
1965.00 0.00 5534 1.21 0,1153 0.1153
'
1970.00 0.00 5500 1.20 0.1151 0.1151
1975.00 0.00 5465 1.20 0.1150 0.1150
1980.00 0.00 5431 1.19 0.1148 0.1148
1985.00
1990.00 0.00
0.00 5396
5362 1.19
1.19 0.1146
0.1144 0.1146
0.1144
1995.00 0.00 5327 1.18 0.1142 0.1142
2000.00 0.00 5293 1.18 0.1140 0.1140
2005.00 0.00 5259 1.17 0.1138 0.1138
2010.00 0.00 5225 1.17 0.1136 0.1136
'
2015.00 0.00 5191 1.17 0.1135 0.1135
2020.00 0.00 5157 1.16 0.1133 0.1133
2025.00 0.00 5123 1.16 0.1131 0.1131
2030.00 0.00 5089 1.15 0.1129 0.1129
2035.00 0.00 5055 1.15 0.1127 0.1127
2040.00 0.00 5021 1.15 0.1125 0.1125
2045.00 0.00 4987 1.14 0.1123 0.1123
2050.00 0.00 4954 1.14 0.1121 0.1121
2055.00 0.00 4920 1.14 0.1119 0.1119
'
2060.00 0.00 4886 1.13 0.1117 0.1117
2065.00 0.00 4853 1.13 0.1115 0.1115
2070.00 0.00 4820 1.12 0.1113 0.1113
2075.00 0.00 4786 1.12 0.1111 0.1111
2080.00 0.00 4753 1.12 0.1109 0.1109
2085.00 0.00 4719 1.11 0.1107 0.1107
2090.00 0.00 4686 1.11 0.1105 0.1105
2095.00 0.00 4653 1.10 0.1103 0.1103
2100.00 0.00 4620 1.10 0.1101 0.1101
'
2105.00 0.00 4587 1.10 0.1099 0.1099
2110.00 0.00 4554 1.09 0.1097 0.1097
2115.00 0.00 4521 1.09 0.1095 0.1095
2120.00 0.00 4488 1.08 0.1093 0.1093
2125.00 0.00 4455 1.08 0.1091 0.1091
2130.00 0.00 4423 1.07 0.1089 0.1089
2135.00 0.00 4390 1.07 0.1087 0.1087
2140
00 0.00 4357 1.07 0.1085 0.1085
.
2145.00 0.00 4325 1.06 0.1083 0.1083
'
2150.00 0.00 4292 1.06 0.1081 0.1081
2155.00 0.00 4260 1.05 0.1079 0.1079
2160.00 0.00 4228 1.05 0.1077 0.1077
2165.00 0.00 4195 1.05 0.1075 0.1075
1
2170.00 0.00 4163 1.04 0.1072 0.1072
2175.00 0.00 4131 1.04 0.1070 0.1070
2180.00 0.00 4099 1.03 0.1068 0.1068
12185.00
2190.00 0.00
0.00 4067
4035 1.03
1.03 0.1066
0.1064 0.1066
0.1064
2195.00 0.00 4003 1.02 0.1062 0.1062
2200.00 0.00 3971 1.02 0.1060 0.1060
2205.00 0.00 3939 1.01 0.1057 0.1057
2210.00 0.00 3907 1.01 0.1055 0.1055
12215.00 0.00 3876 1.00 0.1053 0.1053
2220.00 0.00 3844 1.00 0.1051 0.1051
2225.00 0.00 3813 1.00 0.1049 0.1049
2230.00 0.00 3781 0.99 0.1046 0.1046
2235.00
1 0.00 3750 0.99 0.1044 0.1044
2240.00 0.00 3719 0.98 0.1042 0.1042
2245.00 0.00 3687 0.98 0.1040 0.1040
2250.00 0.00 3656 0.98 0.1037 0.1037
2255.00 0.00 3625 0.97 0.1035 0.1035
2260.00 0.00 3594 0.97 0.1033 0.1033
2265.00 0.00 3563 0.96 0.1031 0.1031
2270.00 0.00 3532 0.96 0.1028 0.1028
2275.00 0.00 3501 0.95 0.1026 0.1026
2280.00
1 0.00 3470 0.95 0.1024 0.1024
2285.00 0.00 3440 0.95 0.1021 0.1021
2290.00 0.00 3409 0.94 0.1019 0.1019
2295,10 0.00 3378 0.94 0.1017 0.1017
2300.00 0.00 3348 0.93 0.1014 0.1014
1
2305.00 0.00 3318 0.93 0.1012 0.1012
2310.00 0.00 3287 0.92 0.1010 0.1010
2315.00 0.00 3257 0.92 0.1007 0.1007
2320.00 0.00 3227 0.91 0.1005 0.1005
2325.00
1 0.00 3197 0.91 0.1002 0.1002
2330.00 0.00 3166 0.91 0.1000 0.1000
2335.00 0.00 3136 0.90 0.0998 0.0998
12341,10 0.00 3107 0.90 0.0995 0.0995
Page 8 of 10
¦ 2345.00 0.00 3077 0.89 0.0993 0.0993
2350.00 0.00 3047 0.89 0.0990 0.0990
2355.00 0.00 3017 0.88 0.0988 0.0988
2360.00 0.00 2988 0.88 0.0985 0.0985
' 2365.00 0.00 2958 0.88 0.0983 0.0983
2370.00 0.00 2929 0.87 0.0980 0.0980
2375.00 0.00 2899 0.87 0.0978 0.0978
2380
10 00
0 2870 0.86 0.0975 0.0975
1
,
2385.00 .
0.00 2841 0.86 0.0973 0.0973
2390.00 0.00 2811 0.85 0.0970 0.0970
2395.00 0.00 2782 0.85 0.0967 0.0967
2400.00 0.00 2753 0.84 0.0965 0.0965
2405.00 0.00 2724 0.84 0.0962 0.0962
'
2410.00 0.00 2695 0.83 0.0960 0.0960
2415.00 0.00 2667 0.83 0.0957 0.0957
2420.00 0.00 2638 0.83 0.0954 0.0954
2425.00 0.00 2609 0.82 0.0952 0.0952
2430.00 0.00 2581 0.82 0.0949 0.0949
2435.00 0.00 2552 0.81 0.0946 0.0946
2440.00 0.00 2524 0.81 0.0944 0.0944
2445.00 0.00 2496 0.80 0.0941 0.0941
2450.00 0.00 2467 0.80 0.0938 0.0938
'
2455.00 0.00 2439 0.79 0.0935 0.0935
2460.00 0.00 2411 0.79 0.0933 0.0933
2465.00 0.00 2383 0.78 0.0930 0.0930
2470.00 0.00 2355 0.78 0.0927 0.0927
' 2475.00 0.00 2327 0.77 0.0924 0.0924
2480.00 0.00 2300 0.77 0.0922 0.0922
2485.00 0.00 2272 0.76 0.0919 0.0919
2490.00 0.00 2244 0.76 0.0916 0.0916
2495.00 0.00 2217 0.76 0.0913 0.0913
2500.00 0.00 2190 0.75 0.0910 0.0910
2505.00 0.00 2162 0.75 0.0907 0.0907
2510.00 0.00 2135 0.74 0.0904 0.0904
2515.00 0.00 2108 0.74 0.0901 0.0901
'
2520.00 0.00 2081 0.73 0.0898 0.0898
2525.00 0.00 2054 0.73 0.0895 0.0895
2530.00 0.00 2027 0.72 0.0892 0.0892
2535.00 0.00 2000 0.72 0.0889 0.0889
2540.00 0.00 1974 0.71 0.0886 0.0886
'
2545.00 0.00 1947 0.71 0.0883 0.0883
2550.00 0.00 1921 0.70 0.0880 0.0880
2555.00 0.00 1894 0.70 0.0877 0.0877
2560.00 0.00 1868 0.69 0.0874 0.0874
'
2565.00 0.00 1842 0.69 0.0871 0.0871
2570.00 0.00 1816 0.68 0.0868 0.0868
2575.00 0.00 1790 0.68 0.0864 0.0864
2580
00 0.00 1764 0.67 0.0861 0.0861
,
2585.00 0.00 1738 0.67 0.0858 0.0858
1
2590.00 0.00 1712 0.66 0.0855 0.0855
2595.00 0.00 1686 0.66 0.0851 0.0851
2600.00 0.00 1661 0.65 0.0848 0.0848
2605.00 0.00 1635 0.65 0.0845 0.0845
2610.00 0.00 1610 0.64 0.0841 0.0841
2615.00 0.00 1585 0.64 0.0838 0.0838
2620.00 0.00 1560 0.63 0.0834 0.0834
2625.00 0.00 1535 0.63 0.0831 0.0831
2630.00
1 0.00 1510 0.62 0.0828 0.0828
2635.00 0.00 1485 0.62 0.0824 0.0824
2640.00 0.00 1460 0.61 0.0821 0.0821
2645.00 0.00 1436 0.60 0.0817 0.0817
2650.00 0.00 1411 0.60 0.0813 0.0813
'
2655.00 0.00 1387 0.59 0.0810 0.0810
2660.00 0.00 1362 0.59 0.0806 0.0806
2665.00 0.00 1338 0.58 0.0802 0.0802
2670.00 0.00 1314 0.58 0.0799 0.0799
12675.00 0.00 1290 0.57 0.0795 0.0795
2680.00 0.00 1266 0.57 0.0791 0.0791
2685.00 0.00 1243 0.56 0.0787 0.0787
2690.00 0.00 1219 0.56 0.0784 0.0784
2695.00 0.00 1195 0.55 0.0780 0.0780
'
2700.00 0.00 1172 0.55 0.0776 0.0776
2705.00 0.00 1149 0.54 0.0772 0.0772
2710.00 0.00 1126 0.53 0.0768 0.0768
2715.00 0.00 1103 0.53 0.0764 0.0764
2720.00
1 0.00 1080 0.52 0.0760 0.0760
2725,00 0.00 1057 0.52 0.0756 0.0756
2730.00 0.00 1034 0.51 0.0751 0.0751
12735.00 0.00 1012 0.51 0.0747 0.0747
Page 9 of 10
¦ 2740.00 0.00 989 0.50 0.0743 0.0743
2745.00 0.00 967 0.49 0.0739 0.0739
2750.00 0.00 945 0.49 0.0734 0.0734
2755.00 0.00 923 0.48 0.0730 0.0730
2760.00 0.00 901 0.48 0.0725 0.0725
2765.00 0.00 879 0.47 0.0721 0.0721
2770.00 0.00 857 0.46 0.0716 0.0716
2775.00
' 2780.00 0.00
0.00 836
815 0.46
0.45 0.0712
0.0707 0.0712
0.0707
2785.00 0.00 793 0.45 0.0702 0.0702
2790.00 0.00 772 0.44 0.0697 0.0697
2795.00 0.00 751 0.43 0.0692 0.0692
2800.00 0.00 731 0.43 0.0688 0.0688
'
2805.00 0.00 710 0.42 0.0683 0.0683
2810.00 0.00 690 0.42 0.0677 0.0677
2815.00 0.00 669 0.41 0.0672 0.0672
2820.00
2825.00 0.00
0.00 649
629 0.40
0.40 0.0667
0.0662 0.0667
0.0662
2830.00 0.00 609 0.39 0.0656 0.0656
2835.00 0.00 590 0.38 0.0651 0.0651
2840.00 0.00 570 0.38 0.0645 0.0645
2845.00 0.00 551 0.37 0.0640 0.0640
'
2850.00 0.00 531 0.36 0.0634 0.0634
2855.00 0.00 512 0.36 0.0628 0.0628
2860.00 0.00 494 0.35 0.0622 0.0622
2865.00 0.00 475 0.34 0.0616 0.0616
' 2870.00 0.00 456 0.34 0.0610 0.0610
2875.00 0.00 438 0.33 0.0603 0.0603
2880.00 0.00 420 0.32 0.0597 0.0597
2885.00 0.00 402 0.32 0.0590 0.0590
2890.00 0.00 384 0.31 0.0584 0.0584
2895.00 0.00 367 0.30 0.0577 0.0577
2900.00 0.00 350 0.29 0.0570 0.0570
2905.00 0.00 333 0.29 0.0562 0.0562
2910.00 0.00 316 0.28 0.0555 0.0555
2915.00 0.00 299 0.27 0.0547 0.0547
2920.00 0.00 283 0.26 0.0539 0.0539
2925.00 0.00 266 0.26 0.0531 0.0531
2930.00 0.00 251 0.25 0.0523 0.0523
2935.00 0.00 235 0.24 0.0514 0.0514
'
2940.00 0.00 219 0.23 0.0506 0.0506
2945.00 0.00 204 0.22 0.0496 0.0496
2950.00 0.00 189 0.21 0.0487 0.0487
2955.00 0.00 175 0.21 0.0477 0.0477
' 2960.00 0.00 160 0.20 0.0467 0.0467
2965.00 0.00 146 0.19 0.0456 0.0456
2970.00 0.00 133 0.18 0.0445 0.0445
2975.00 0.00 119 0.17 0.0433 0.0433
2980.00 0.00 106 0.16 0.0420 0.0420
2985.00 0.00 94 0.15 0.0407 0.0407
2990.00 0.00 82 0.14 0.0393 0.0393
2995.00 0.00 70 0.13 0.0377 0.0377
3000.00 0.00 58 0.12 0.0361 0.0361
3005.00 0.00 48 0.11 0.0342 0.0342
3010.00 0.00 37 0.09 0.0322 0.0322
3015.00 0.00 28 0.08 0.0298 0.0298
3020.00
3025.00 0.00
0.00 19
11 0.07
0.05 0.0270
0.0234 0.0270
0.0234
3030.00 0.00 4 0.03 0.0178 0.0178
50.50 hours 2.1 days
fond drains completely down at time 3,030 minutes or 2.1 days.

L

Paq= 10 of 10
LEVEL SPREADER
FES#D3
FES#A5
TIMBER LEVEL SPREADER#1
TIMBER LEVEL SPREADER#2
TIMBER LEVEL SPREADER#3

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : WEAVER5 POND
Contact Person: JOE PAULKNER Phone Number: ( 9 19) 3G7-8790
Level Spreader ID: _ FE5#A5
Level Spreader Length 40 ft. (perpendicular to flow)
Drainage Area 1.0 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.31 ac. (on-site and off-site drainage to the level spreader)
i Maximum Filter Strip/Buffer Slope 3 % (6% for forested, leaf littler cover, 80/6 for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 3.G I cfs
Max. Discharge to Level Spreader 3.G I efs
Filter Strip/Buffer Vegetation GRA55 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 50008 hOLE
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
' A Iicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
14 Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to lavel spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I
1. PROJECT INFORMATION (please complete the following information):
oject Name : WEAVER5 POND
ontact Person: JOE FAULKNER Phone Number. ( 919) 3G7-8790
Level Spreader ID: FE5#D3
ivel Spreader Length
Drainage Area
pervious Area
Maximum Filter Strip/Buffer Slope
grass
lax. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Iter Strip/Buffer Vegetation
I e-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
35 ft. (perpendicular to flow)
0.81 ac. (on-site and off-site drainage to the level spreader)
0.75 ac. (on-site and off-site drainage to the level spreader)
8 % (6% for forested, leaf littler cover, 8% for thick ground cover);
5.25 cfs
5.25 cfs
GRA55 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
50008 HOLE
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
qu/rement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
Prainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
spreader is at least 13 ft, per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
'bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
l:e l sp readers in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
hick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

I DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
oject Name : WEAVERS POND
ntact Person: JOE FAULKNER Phone Number. ( 9191 3G7-8790
evel Spreader ID: TIMBER LEVEL SPREADER # I
livel Spreader Length
Drainage Area
pervious Area
maximum Filter Strip/Buffer Slope
grass
300 ft.
G. 12 ac.
2.05 ac.
5.G5 %
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
. Discharge from a 10 Year Storm 22.87 cfs
ax. Discharge to Level Spreader 22.87 cfs
Iter Strip/Buffer Vegetation GRA55 (thick ground cover or grass, canopied forest with leaf litter
I groundcover)
e-treatment or Bypass Method TIMBER LEVEL SPREADER
0ni RE QUIRED ITEMS CHECKLIST
tial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
quirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
ainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
itional information and will substantially delay final review and approval of the project.
fdlicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
WA Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
typ
ass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
structures are located in protected buffers.
Ian details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* evel spread ers in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
th thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
t )ject Name : WEAVERS POND
ntact Person: JOE PAULKNER Phone Number: (919) 3G7-8790
Level Spreader ID: - TIMBER LEVEL SPREADER #2
Lei Spreader Length
Drainage Area
L ervious Area
imum Filter StriplBuffer Slope
grass
L. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
195 ft.
4.13 ac.
1.30 ac.
4.8 %

15.03 cfs
15.03 cfs
GRASS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)}
,[ter Strip/Buffer Vegetation
I e-treatment or Bypass Method
TIMBER LEVEL 5PREADER
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
I REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. lfa
quiremenf has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
'worksheet for each BMP, design calculations, plans and specifications shouting all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement: An incomplete submittal package will result in a request for
ditional Information and will substantially delay final review and approval of the project.
lica is Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers`
typass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
evel spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
Nth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
' DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: WEAVERS POND
Contact Person: JOE FAULKNER Phone Number. ( 9 19) 3G7-8790
Level Spreader ID: TIMBER LEVEL SPREADER #3
Level Spreader Length 103 ft. (perpendicular to flow)
Drainage Area 2.20 ac. (on-site and off-site drainage to the level spreader)
' Impervious Area 0.68 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 4.8 % (6% for forested, leaf littler cover, 8%for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 7.94 cfs
Max. Discharge to Level Spreader 7.94 cfs
Filter StriplBuffer Vegetation GRA55 (thick ground cover or grass, canopied forest with leaf litter
' groundcover)
Pre-treatment or Bypass Method TIMBER LEVEL SPREADER
11. REQUIRED ITEMS CHECKLIST
' Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lican In ials
Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
WA Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
"Ir Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
' The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' * Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

I SCOUR HOLE LEVEL SPREADER FES # D3
Total Drainage Area = 0.81 ac.
Impervious Area = 0.75 ac. 92%
C = 0.90
1-10 = 7.22
Q-10= 5.27 cfs
Outlet Pipe 15" RCP
Level spreader outlets to grassed buffer area.
Weighted C Value
Impervious Area Pervious Area Weighted
32,632 s.f. 2,652 s.f. "C"
C - Value 0.95 0.30 Value
0.88 0.02 0.90
SCOUR HOLE LEVEL SPREADER FES # AS
Total Drainage Area = 1.0 ac.
Impervious Area = 0.31 ac. 31%
C = 0.50
1-10 = 7.22
Q-10 = 3.61 cfs
Outlet Pipe 15" RCP
Level spreader outlets to grassed buffer area.
Weighted C Value
Impervious Area Pervious Area Weighted
13,373 s.f. 30,187 s.f. "C"
C - Value 0.95 0.30 Value
0.29 0.21 0.50

l
1
fl

t

1

1
1

TIMBER LEVEL SPREADER #1
Total Drainage Area = 6.12 ac.
Impervious Area = 2.05 ac. 33%
C = 0.52
1-10 = 7.22
Q-10 = 22.87 cfs
Level spreader outlets to grassed buffer area.
Length Required = 13 L.F. 11 CFS
Length Required = 297.3 L. F.
Length Provided = 300 L. F.
Bottom of Spreader =- 333.5 feet
Top of Spreader = 334.0 feet
Weighted C Value
Impervious Area Pervi ous Area Weighted
89,232 s.f. 177,355 s.f. "C"
C - Value 0.95 0.30 Value
0.32 0.20 0.52
TIMBER LEVEL SPREADER #2
Total Drainage Area = 4.13 ac.
Impervious Area = 1.30 ac. 31%
C = 0.50
1-10 = 7.22
Q-10 = 15.03 cfs
Level spreader outlets to grassed buffer area.
Length Required = 13 L.F. /I CFS
Length Required = 195 L.F.
Length Provided = 195 L. F.
Bottom of Spreader =- 338.6 feet
Top of Spreader = 340.0 feet
Weighted C Value
3
Impervious Area Pervi ous Area Weighted
56,432 s.f. 123,471 s.f. "C"
C - Value 0.95 0.30 Value
0.30 0.21 0.50

I TIMBER LEVEL SPREADER 93
Total Drainage Area = 2.2 ac.
Impervious Area = 0.68 ac. 31%
C = 0.50
1-10 = 7.22
Q-10=
Outlet Pipe 7.94 cfs
18" RCP
Level spreader outlets to grassed buffer area.
Length Required = 13 L.F.
Length Required = / 1 CFS
103 L.F.
Length Provided = 103 L.F.
Bottom of Spreader =- 338.6 feet
Top of Spreader = 340.0 feet
Weighted C Value
Impervious Area Pervious Area Weighted
29,434 s.f. 66,398 s.f. "C"
C - Value 0.95 0.30 Value
0.29 0.21 0.50

t
t

POST-DEVELOPED TO FES 1-1
TR-55 Time of concentration

Segment 1
Sheet Flow
Cultivated Soils - Residue Cover >20%
Mannings n = 0.17
Flow Length = 259 I.f.
2-yr 24hr. Rainfall, P = 3.7
High Point Elev.= 368 ft.
Low Point Elev.= 363 ft.
S = 0.019305 ft./ft.
0.8
Tt = 0.007* (nL; = 0.36 hr.
0.5 0.4
P S
Segment 2
Shallow Concentrated Flow
Woods - Light Underbrush
Flow Length = 212 I.f.
High Point Elev.= 363 ft.
Low Point Elev.= 359 ft.
Watercourse Slope, s = 0.018868 ft/ft
Average Velocity, V = 2.3 ft./sec.
L = 0.026 hr.
3600*V
Segment 3
Channel Flow =
Channel Flow Length= 560 I.f.
High Point Elevation = 359 ft.
Low Point Elevation = 347.8 ft.
Channel Slope = 0.020 ft/ft
Channel Depth (Bank Full Avg.) = 2 ft.
Channel Sideslopes (Avg.) = 2
Cross Sectional Flow Area, a = 24.0 s.f.
Wetted Perimeter = 10.9 ft.
Hyraulic Radius = 1.09 ft.
Mannings n = 0.045
0.670.5
V = 1.49 R S = 4.96 ft/s
n
See fig 3-1 "Urban Hydrology for
Small Watersheds" USGA TR-55
Bottom 2
Tt = L = 0.03 hr.
3600*V
So, Tc = Sheet Flow Tt + Shallow Concentrated Flow Tt + Tt Pipe Time + Channel Flow Tt
Tc = 0.42 hr. 25.3 min.

Q- Storm

I?
LJ

t

Actual Use
Time of Concentration , (Tc) => 25.29 25.29 minutes
Intensity, (1-10yr) = 4.12 inches/hr
Intensity, (1-25yr) = 4.80 inches/hr
Intensity, (1-100yr) = 5.77 inches/hr
Q-10yr = C I A Drainage Area =
C % of Area
Asphalt 0.9 0%
Residentia 0.5 100%
Grass 0.35 0%
Woods 0.2 0% Use: C=0.50
Full Flow
Q-10yr = 18.8 cfs
Q-25yr = 22.0 cfs
Q-100yr = 26.4 cfs
Rainfall Intensity Coeff:
Ret. Period 9 h
.... --?
_ ..... .. ..... .. ._..... __........ _
10 i 195 22
25 232 23
50 € 261 24
100 i 290..-_ 25.:
9.14 ac