20071183 Ver 1_Stormwater Plans_20070925

Summey Engineering Associates, PLLC
EA Engineering • Land Planning • Consulting
PLLC P.O. Box 968 -Asheboro, NC 27204
[phone] /Fax: [phone] /[e-mail]
TRANSMITTAL o'7 -I i83
Date: September 25, 2007
To: NCDENR- DWQ Re: Malt-O-Meal
Stormwater Permitting Unit Detention Pond
Post Construction Application Post Construction Permitting
1650 Mail Service Center
Ralei h, NC 27699-1650 SEA 'ob No. E-1150
We are sending you attached the following items:
^ Shop Drawings ^ Samples ^ Copy of Letter
^ Prints ^ Specifications ^ Other
® Plans ^ Disk
# Copies Drawing # Description Disposition
2 ea Plans for Review
1 ea. $505.00 Review Fee
2 ea. Application (original and copy)
2 ea. Wet Detention Basin Supplement
1 set Calculations
Remarks: Enclosed is a new project for review. If you need anything else just let me know.
Thanks!
Mack
By:
H
G~~/~--
c Summey, PE
c: File

Project Narrative
Malt-o-Meal stormwater
Detention Pond
(Water Quality)
The purpose of this narrative is to briefly explain the stormwater quality measures proposed for this
new facility.
Malt-O-Meal Company of Missouri purchase an old soup processing company that had went out of
business. The Malt-O-Meal Company is a cereal manufacturer that was looking to expand in the
North Carolina Market and chose this facility in Asheboro, NC. The existing building is being upfitted
for the production of oatmeal. There are four(4) planned phases of the project will result in
approximately 500,000 sf of new production space.
We were advised by the Winston Salem office of the NCDENR-Division of Water Quality during a
stream inspection due to the submittal of a 401/404 permit that since the site was over 30%
Impervious that a permanent wet detention pond was required for water quality treatment. Thus, the
submitted plan was designed and being submitted.
The detention pond treats approximately 23.98 acres of drainage area being contributed to it.
Of this, approximately 67.10% of the area, 16.09 acres will eventually be impervious surface which
will come from the new buildings, driveways, walks, parking etc. A permanent water quality pond
has been designed to treat the stormwater runoff from the site using the latest BMP's design
standards. A forebay will treat the initial stormwater.
Prior to a Certificate of Occupancy being issued, the pond will be surveyed and inspected to ensure
that the proper surface areas, depths, slopes and dimensions of spillways and pipes are correct.
The applicant will maintain the pond after construction as required by the Division of Water Quality.

OFFICE USE ONLY
Date Received Fee Paid Permit Number
0`1- 1183
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form maybe photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants nam~ (specify the name of the corporation, individual, etc. who owns the project):
M alb - (7 - 1ArAl C~oan.~~~M . S ~nrir~ C'.j u i mi?e1~o~
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
c1l . ~ n ~ Gs,; ~ be i lo~-
3. Mailing Address for person listed in item 2 above:
City:__ Dr~-~'ic~d ,State: Zip: r7SQ'S7
Telephone Number: ( Cjb'1 ) ~ (L~ _ to ZG~
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
~~1~~ - O ° Me~~
5. Location of Project (street address):
Z~12~ ~QnK ~c,
City:
County: ~,n(~0 ~ D1,
6. Directions to project (from nearest major intersection):
~ -85 S-'t0 7y Cris: rT nIG~ 22~ SO+ti~ ~ Asll~loa~-y , EY i ~-
o~ 2?.TO e~~a ~~ n~v«~ ~rec~ . Twn R i4~-~ ones ~•tn 1.~~~ are ~_ c~ ~.
7. Latitude: ~ 3~~'ll~}'~ Longitude: W "^(q, ~ 1 2~! of project
8. Contact pe''riison who can answer questions about the project:
Name: ti ~ MQGk. 'jLtxhrhw . ~'~, , ~E Telephone Number: ( 3 ~ ) 3.43 " 09 O 2
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ~_New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 1J~i4 and its issue date (if known)
3. Specify the type of project (check one):
Low Density ~,_High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control 404/401 Permit ~ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how Stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Z. Stormwater runoff from this project drains to the - FZ'`t'~ River basin.
3. Total Project Area: ~ 3. 1$ acres 4. Project Built Upon Area: t!o~ . ~ 9
5. How many drainage areas does the project have?~
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area Z
Receiving Stream Name V T .~ ~ ~ ~ C
Receiving Stream Class L
Drainage Area ~ c~ ~ G
Existing Impervious" Area n 'Td p.a n
Proposed Impervious"`Area ~,b~ ~c.
Impervious" Area (total) (, "~ , Ip °~o
Impervious"` Surface Area Drainage Area 1 Drainage. Area 2
On-site Buildings ~, , r~ D
On-site Streets p
On-site Parking ~ ~ ~
On-site Sidewalks ~~ ~
Other on-site p
Off-site p
Total: r (o ~ 4 G, Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
Q~MP) N~~a,1 ~o~ 1Uo~-N~ Csl.ralr.~.

7. How was the off-site impervious area listed above derived? ~Or-- E 'f0 PN D
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials Include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the stormwater Management Permit Application Form }i1v1sS.~
• One copy of the applicable Supplement Form(s) for each BMP f-IMSS
• Permit application processing fee of $420 (payable to NCDENR) I-I tr.S.j
• Detailed narrative description of stormwater treatment/management ~--nnS.!
• Two copies of plans and specifications, including: ~iv.,S')
- Development/Project name
. -Engineer and firm
.-Legend
,- North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
_- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
• -Details of roads, drainage features, collection systems, and stormwater control measures
. -Wetlands delineated, or a note on plans that none exist
.-Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
. -Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): ~ _ _JV`~t"v~~ ~t , i '~'E S~~an,r,nt,W ~nq ~ ~n_~1nq
Mailing Address: Q.O. ~~~, ~g J
City: ~5ti.~.bary State: ~ L Zip: ~-17~~{
Phone: ( ~i~(o ) 3 ~--~ ' f~°10 ~ Fax: ( ~j"SC~ ) 32Y"' p`~ 22
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) _ _ 1- ` ~~~~ GU i m IJ ~. ~ ~c+'~ ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants wil a recorded, and hat the proposed project complies with the requirements of 15A
NCAC 2H .1000. _ ~ _ n
Date: l 7 ~csr$~
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. ~ ~ ~ ~ a 3
(to be provided by DWQf
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form maybe photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete storrnwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: _1VlGt1~}- CJ- IY\11L1 C.A'n~
Contact Person: ~, uwum~1.~+'~, Phone Number: (33(a) 32$ - D9 ~ 2
For projects with multiple basins, specify which basin this worksheet applies to: ~A-S ~~( ~
elevations ~~~ ~~
Basin Bottom Elevation ~ ft. (door of the basin)
Permanent Pool Elevation ft. (elevation of the orifice)
Temporary Pool Elevation (~Jq r(, ~ ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area `~rj ~ ~ 4 ~ sq. ft. (water surface area at the orifice elevation)
Drainage Area 2'3: °l a ac. (on-site and off-site drainage to the basin)
Impervious Area _I, IQ. l99 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume jDl. X52 cu. ft. (combined volume of main basin and forebay)
T'
Temporary Pool Volume 5'I t l I3 cu. ft. (volume detained above thepermanentpoo!)
Forebay Volume 1 3 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DAl ~, q'~- (surface area to drainage area ratio from DWQ table)
Diameter of Orifice ~ in. (2 to 5 day temporary pool draw-down required)
Design Rainfall ~ in.
Design TSS Removal 2 4 S % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SAlDA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
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, February 1999) 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 the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
~lrv~5,Z_ a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
~.r.~ b. The forebay volume is approximately equal to 20% of the basin volume.
}-rnSJ c. The temporary pool controls runoff from the design storm event.
~MS~ d. The temporary pool draws down in 2 to 5 days.
,.~k e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
S f. The basin length to width ratio is greater than 3:1.
_~A.S~ g. The basin side slopes above the permanent pool are no steeper than 3:1.
~-~ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
_ wLSJ i. Vegetative cover above the permanent pool elevation is specified.
~y~J j. A trash rack or similar device is provided for both the overflow and orifice.
~~ k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
NA S,J 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
~~N1,S~ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 'does not
This system (check one) 0 does does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads , 50 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads ~_ feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
X11 in the blanks)
0 Permanent Pool Elevation 1095
Sediment Re oval El. ~P9 1.2'S 75 0
-------------- -- Sediment Removal Elevation ~5 fl 75%
Bottom Ele ation (¢ID % --------------------------------------------- -----
Bottom Elevation lagq. ~ 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ~~ S ~.an e G u- M be l o o ~-
Title: ~C~l i ~~ ~~-'ar'c ~' t VuAcJ to Gr~'~
Address: 10l ~ s~ S~'' S~ri~~- Nar~-n~~e1d MN 5505
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, ~(y~~, _ ~, ~ ~~',~Y , a Notary Public for the State of ~ ({~ ~~sQ ~{Zt, ,
County of ~) r~, , do hereby certify that ~, ~~,n~, Gt~i mbQ l lo~-
personally appeared before me this ~+~ day of ZD 0 7 ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
LINDA ANN MEYER
Notary Pu61ic
I~linnesota
~ Conan. Expiros Jan 31, 2010
SEAL
~~ ~~
My commission expires ~ " ~ ~' 2 C ~ ~
Form SWU-102 Rev 3.99 Page 4 of 4
Date: i j '? ~'~-~0'7

PERMANENT WET DETENTION POND DESIGN - RISER/BARREL
PROJECT: MALT- -M '~
cxECxED sr: TERRY
LOCATION : ASH EBORO DATE : 8/8/2007
IVIHL JIIt Ht1tH=
PROPOSED BUILT UPON AREA =
FUTURE BUILT UPON AREA =
TOTAL ON-SITE BUILT UPON AREA =
PERCENT BUILT-UPON =
ON-SITE DRAINAGE AREA TO POND =
ON-SITE BUA TO POND =
ONSITE %BUA FOR POND SUB-BASIN
OFF-SITE DRAINAGE AREA TO POND =
TOTAL WATERSHED AREA TO POND =
DISTURBED AREA =
OFF-SITE B.U.A. TO POND =
OF OFF-SITE B.U.A. TO POND =
TOTAL B.U.A. TO POND
COMPOSITE B.U. % _
TEMP. SED. STOR. USED (Y/N)
27.46 acres
24.30 acres
0.00 acres
24.30 acres
88.49%
23.98 acres
16.09 acres Prop. ISA less Exst. ISA)
67.10
0.00 acres
23.98 acres
23.98 acres
0.00 acres
0.0%
16.09 acres
67.09%
Y
TEMPORARY SEDIMENT STORAGE 0.5 acre-inch per disturbed acre
PERMANENT SEDIMENT STORAGE 0.125 acre-in per total drainage area
PERMANENT WATER QUALITY
DEPTH (minimum 3 feet) 5.0 feet
$A/DA 1.97 percent
1.0 Inch rainfall to be controlled
TYPE X corrugated aluminum
reinforced concrete
DESIGN STORM 10 year
RAINFALL INTENSITY 2.32 inches per hour
RUNOFF COEFFICIENT (POST) 0.7
TYPE X grass lined
rip-rap lined
DESIGN STORM 100 year
RAINFALL INTENSITY 3.4 inches per hour
RUNOFF COEFFICIENT 0.7
POND DATA
ELEV. ~ BOT. OF POND = 689.00 SURFACE AREA = 10439 SF
ELEV. ~ BOT. OF PSS = 689.00 SURFACE AREA = 10439 SF
ELEV. @ BOT. OF PWO = 690.00 SURFACE AREA = 12406 SF
ELEV. C?? NORMAL POOL = 695.00 SURFACE AREA = 25160 SF
ELEV. ~ TOP. OF RISER = 697.00 SURFACE AREA = 31953 SF
ELEV. C°3 EMER. SPILLWAY = 698.00
ELEV. C~ TOP OF DAM = 700.00
INVERT OF BARREL = 689.00
ELEV. ~ BOT. OF POND= 689.00 SURFACE AREA =
ELEV. C°3 NORMAL POOL = 695.00 SURFACE AREA =
ALLOW 75 % OF BASIN VOLUME TO WO ORIFICE _
10439 Square
25160 Square
Page 1 revised Wet Pond.xls

VOLUME PROVIDED
ELEV. C~? BOT. OF PSS = 689.00 iURFACE AREA =
ELEV. ~ BOT. OF PWQ = 690.00 iURFACE AREA =
VOLUME PROVIDED =
10439 Square Feet
12406 Square Feet
11423 Cubic Feet
OK
ERMANENT WATER QUALITY SURFACE AREA REQ'D 20579 Square Fei
)RMAL POOL ELEVATION = 695.C
RFACE AREA PROVIDED = 25160 Square Fey
O
TEMPORARY WATER QUALITY STORAGE REOUIRED
Rv = 0.654 iNin
VOLUME REQUIRED = 56919 Cubic Feet
VOLUME PROVIDED
ELEV. @ BOT. OF TWQ = 695.00 iURFACE AREA = 25160 Square Feet
ELEV. ~ TOP OF TWQ = 697.00 iURFACE AREA = 31953 Square Feet
VOLUME PROVIDED = 57113 Cubic Feet
OK
PRINCIPAL SPILLWAY
MAX. PEAK FLOW = 21.5 CFS
HEAD ABOVE TOP OFRISER = 0.83 ft
ELEVATION AT TOP OF RISER = 697.00

BARREL: BARREL SIZE USED (in) = 24.00 in. dia.
ELEVATION AT TOP OF RISER = 697.00
ELEVATION OF BARREL INVERT = 689
Hw PROVIDED = 8.83 ft
Hw/D PROVIDED= 4.416735658
Hw/D REQ'D. FOR DESIGN STORM (FRO M CHART) = 0.65
Hw REQUIRED = 1.30 ft
CHECK CULVERT (INLET CONTROL) = OK
Q (FROM CHART) AT Hw/D PROVIDED = 55.0 CFS

RISER: RISER (AREA) = 1.5 TIMES AREA OF: 24.00 in. dia.
MIN. RISER DIA. = 29.39 in. dia.
RISER DIA.USED = 36 in. dia.
WEIR EQUATION : Qw= 23.9 CFS OK
ORIFICE EQUATION : Qo = 31.1 CFS OK
Qw CONTROLS 23.9 CFS
RISER CONTROLS 23.9 CFS
PRINCIPAL SPILLWAY SYSTEM: OK
LATER QUALITY RELEASE HOLE
LEV. C~ BOT. OF WATER QUALITY RELEASE HOLE = 695.0
IAXIMUM RELEASE RATE = 2 Day
IINIMUM RELEASE RATE = 5 Day
IAXIMUM HOLE SIZE = 0.097076039 4.22 in. dig
IINIMUM HOLE SIZE = 0.038830416 2.67 in. dit
tMtFi(itNGY SPILLWAY
ELEV. C~ EMER. SPILLWAY = 698.00
DESIGN STORM PEAK FLOW = 57.1 CFS
FLOW THROUGH EMER. SPILLWAY= 53.8 CFS
EMER. SPILLWAY SIDE SLOPES (ie 3 if 3:1, 0 if vertical) = 3
FLOW DEPTH = 1.00 ft
VELOCITY (ft/sec) = 6.46
TRACTIVE FORCE (Ib/ft^2) = 1.25
BOTTOM WIDTH REQUIRED = 5.44 ft
Page 2 revised Wet Pond.xls

ELEV. C~ TOP OF RISER
ELEV. @ BOT. OF PSS =
H=
AREA OF RISER =
VOLUME OF RISER =
AREA OF BARREL =
EXPOSED LENGTH =
VOLUME OF BARREL =
WEIGHT OF WATER DISPLACED =
FACTOR OF SAFETY (1.25%)
VOLUME OF ANCHOR PROVIDED =
VOLUME OF ANCHOR REQUIRED =
48.0 Cubic Feet
45.7 Cubic Feet
697.00
689.00
8.00 ft
7.1 SF
56.5 Cubic Feet
3.1 SF
10.00 ft
31.4 Cubic Feet
5488.99 Ib
6861.241b
POND ROUTING (CHAINSAW METHOD)
PROJECT:
Drainage Area:
Disturbed Area:
Impervious Surface:
Impervious:
Pool Volume Req'd.:
Soils (A,B,C, or D):
Scs Curve Number:
MALT-O-MEAL
23.98 acres
23.98 acres
16.09 acres
67.1
1.20 in/acre
c
so
Pra anri PneT_rlcvolnnmonf Cln~a /Q eflnnol ~Ae~L.nr!\
S R E ENT C i
(in/hr) A
(acre) Q
(cfs)
10 Year Pre- velo ment 0.25 5.79 23.98 34.71
14 Year Post-Develo ment 0.70 5.79 23.98 97.19
100 ear ost- veld ment 0.70 3.40 23.98 57.07
Temp. Sediment Storage Volume:
1/2 ac`iNac
ss=(area`0.5`43560)/12= 43,523.70 cf
Perm. Sediment Storag e Volume:
1/8 ac`in/ac
ss=(area`0.125`43560)/12= 10,881 cf
Permanent Pool Volume:
pp=(area`factor`43560)/12= 104,461 cf
Total Pond Volume:
TPV= 158,866 cf
Toe of Dam Elevation: s88.oo
Top of Dam Elevation: 700.00
Dam Width: 10
Riser
Diameter of riser= 36.00 in
Elev. of riser top= 697.00 ft
Cw at riser= 3.00
Cd at riser= 0.60
Trash Rack= 54.00 in.
Barrel
Diameter of barrel= 24.00 in
Inv. in= 689.00 ft
Inv. Out= 688.00
Length of barrel= 86.00 ft
Cdb= 0.60
Slope= 1.160/
Emergency Spillway
Cw= 3.00
Ecr= 698.00 ft
Dam width= 10.00 ft Page 3
Ks= 10257.75 a= 9.24
b= 1.31
revised Wet Pond.xls

Side Slope (Hor to Vert) 3 :1
Bottom Width in Feet (Lw) 44
Slope in % 0.01 0.0001
Manning n 0.062
Depth (ft) 0.28
Flow (cfs) 1.29
Velocity (ft/sec) 0.10
Tractive Force (lb/ft' 0.00
Anti-flotation Device
Riser Height (ft.): 8
Barrel Length to Dam (ft.): 10
Weight of Water Displaced by Riser (Ib): 3527
Weight of Water Displaced by Barrel (Ib): 1g5g
Weight of Water Displaced by Concrete (Ib.): 0
TOTAL: 5486
Weight of Concrete Block (Ib.): 7200
Factor of Safety: 1.31
Size of Anti-seep Collars (in.) so
Stage Storage Function
ontour ontour
Area
s ft ncr
Vol
cu ft Accum
Vol
cu ft n n tage
(ft) Zest
(n)
689.00 10439.00
690.00 12406.00 11422.5 11422.5 9.34 0.00 1.0 1.1
691.00 14496.00 13451.0 24873.5 10.12 0.69 2.0 2.0
692.00 16638.00 15567.0 40440.5 10.61 1.10 3.0 2.9
693.00 18851.00 17744.5 58185.0 10.97 1.39 4.0 3.8
694.00 21162.00 20006.5 78191.5 11.27 1.61 5.0 4.7
695.00 25160.00 23161.0 101352.5 11.53 1.79 6.0 5.8
696.00 29346.00 27253.0 128605.5 11.76 1.95 7.0 6.9
697.00 31953.00 30649.5 159255.0 11.98 2.08 8.0 8.2
698.00 35361.00 33667.0 192922.0 12.17 2.20 9.0 9.4
699.00 39067.00 37224.0 230146.0 12.35 2.30 10.0 10.8
700.00 42778.00 40922.5 271068.5 12.51 2.40 11.0 12.3

Page 4 revised Wet Pond.xls

Routing 10 Year Storm
MAX STAGE ELEV.: 697.83
MAX FLOW CFS: 21.51
34.71
P= 2.32
i= 2.32
Tp= 36.76 First Time Step=
s= 1.11 Time Step= 3.68
O"= 1.37

Time
m+n
Inflow
cfs
Storage
cu ft
Stage
(ft
Outflow
cfs iser
Weir
cfs iser
Oriface
cfs arre
Oriface
cfs y rau is
Grade Line
cfs mergency
Spillway
cfs
0.00 0.00 106646.02 695.00 0.00 0.00 0.00 0.00 28.02 0.00
1.00 0.07 106646.02 695.00 0.00 0.00 0.00 0.00 28.02 0.00
4.68 1.53 106661.70 695.00 0.00 0.00 0.00 0.00 28.02 0.00
8.35 4.75 107000.07 695.02 0.00 0.00 0.00 0.00 28.05 0.00
12.03 9.41 108048.38 695.06 0.00 0.00 0.00 0.00 28.14 0.00
15.70 15.06 110124.36 695.15 0.00 0.00 0.00 0.00 28.31 0.00
19.38 21.13 113445.16 695.29 0.00 0.00 0.00 0.00 28.59 0.00
23.05 27.05 118106.07 695.49 0.00 0.00 0.00 0.00 28.98 0.00
26.73 32.22 124071.21 695.74 0.00 0.00 0.00 0.00 29.45 0.00
30.40 36.15 131177.03 696.03 0.00 0.00 0.00 0.00 30.01 0.00
34.08 38.44 139148.31 696.35 0.00 0.00 0.00 0.00 30.61 0.00
37.76 38.87 147625.12 696.70 0.00 0.00 0.00 0.00 31.23 0.00
41.43 37.41 156198.07 697.03 0.18 0.18 6.35 40.12 31.83 0.00
45.11 34.19 164407.91 697.36 6.00 6.00 20.31 41.03 32.39 0.00
48.78 30.10 170623.95 697.60 13.03 13.03 26.29 41.69 32.80 0.00
52.46 26.43 174389.01 697.74 18.05 18.05 29.31 42.09 33.05 0.00
56.13 23.21 176237.61 697.81 20.70 20.70 30.67 42.28 33.17 0.00
59.81 20.38 176791.77 697.83 21.51 21.51 31.07 42.34 33.21 0.00
63.48 17.90 176542.09 697.82 21.15 21.15 30.89 42.31 33.19 0.00
67.16 15.72 175825.75 697.80 20.10 20.10 30.38 42.24 33.14 0.00
70.83 13.80 174859.02 697.76 18.71 18.71 29.66 42.14 33.08 0.00
74.51 12.12 173775.32 697.72 17.20 17.20 28.84 42.02 33.01 0.00
78.19 10.64 172654.80 697.67 15.68 15.66 27.96 41.91 32.94 0.00
81.86 9.34 171544.50 697.63 14.21 14.21 27.06 41.79 32.87 0.00
85.54 8.20 170471.14 697.59 12.84 12.84 26.16 41.68 32.79 0.00
89.21 7.20 169449.09 697.55 11.57 11.57 25.27 41.57 32.73 0.00
92.89 6.33 168485.23 697.51 10.42 10.42 24.40 41.47 32.66 0.00
96.56 5.55 167581.95 697.46 9.38 9.36 23.56 41.37 32.60 0.00
100.24 4.88 166738.96 697.45 8.44 8.44 22.74 41.28 32.55 0.00
103.91 4.28 165954.42 697.42 7.59 7.59 21.95 41.19 32.49 0.00
107.59 3.76 165225.65 697.39 6.83 6.83 21.19 41.11 32.45 0.00
111.27 3.30 164549.50 697.36 6.14 6.14 20.46 41.04 32.40 0.00
114.94 2.90 163922.67 697.34 5.53 5.53 19.76 40.97 32.36 0.00
118.62 2.55 163341.85 697.31 4.99 4.99 19.09 40.91 32.32 0.00
122.29 2.24 162803.78 697.29 4.50 4.50 18.44 40.85 32.28 0.00
125.97 1.96 162305.38 697.27 4.06 4.06 17.82 40.80 32.25 0.00
129.64 1.72 161843.70 697.26 3.66 3.66 17.22 40.75 32.22 0.00
133.32 1.51 161415.99 697.24 3.31 3.31 16.65 40.70 32.19 0.00
136.99 1.33 161019.68 697.22 2.99 2.99 16.10 40.66 32.16 0.00
140.67 1.17 160652.36 697.21 2.71 2.71 15.58 40.62 32.14 0.00
144.35 1.02 160311.82 697.20 2.46 2.46 15.08 40.58 32.11 0.00
148.02 0.90 159996.01 697.18 2.23 2.23 14.59 40.54 32.09 0.00
151.70 0.79 159703.02 697.17 2.02 2.02 14.13 40.51 32.07 0.00
155.37 0.69 159431.12 697.16 1.84 1.84 13.69 40.48 32.05 0.00
159.05 0.61 159178.67 697.15 1.67 1.67 13.26 40.45 32.04 0.00
162.72 0.54 158944.20 697.14 1.52 1.52 12.85 40.43 32.02 0.00
166.40 0.47 158726.32 697.13 1.39 1.39 12.46 40.40 32.00 0.00
170.07 0.41 158523.78 697.13 1.27 1.27 12.09 40.38 31.99 0.00
173.75 0.36 158335.41 697.12 1.16 1.16 11.73 40.36 31.98 0.00
177.42 0.32 158160.13 697.11 1.06 1.06 11.38 40.34 31.97 0.00
181.10 0.28 157996.96 697.11 0.97 0.97 11.05 40.32 31.95 0.00
184.78 0.25 157844.98 697.10 0.89 0.89 10.74 40.30 31.94 0.00
188.45 0.22 157703.36 697.09 0.81 0.81 10.43 40.29 31.93 0.00
192.13 0.19 157571.32 697.09 0.75 0.75 10.14 40.27 31.93 0.00
195.80 0.17 157448.15 697.08 0.69 0.69 9.86 40.26 31.92 0.00
199.48 0.15 157333.20 697.08 0.63 0.63 9.59 40.25 31.91 0.00
203.15 0.13 157225.85 697.08 0.58 0.58 9.33 40.24 31.90 0.00
206.83 0.11 157125.55 697.07 0.54 0.54 9.08 40.22 31.89 0.00
210.50 0.10 157031.78 697.07 0.50 0.50 8.85 40.21 31.89 0.00
214.18 0.09 156944.08 697.06 0.46 0.46 8.62 40.20 31.88 0.00
217.86 0.08 156861.99 697.06 0.42 0.42 8.40 40.20 31.88 0.00
221.53 0.07 156785.12 697.06 0.39 0.39 8.19 40.19 31.87 0.00
225.21 0.06 156713.09 697.06 0.36 0.36 7.98 40.18 31.87 0.00
228.88 0.05 156645.56 697.05 0.34 0.34 7.79 40.17 31.86 0.00
232.56 0.05 156582.21 697.05 0.31 0.31 7.60 40.16 31.86 0.00
236.23 0.04 156522.74 697.05 0.29 0.29 7.42 40.16 31.85 0.00
239.91 0.03 156466.89 697.05 0.27 0.27 7.25 40.15 31.85 0.00
243.58 0.03 156414.40 697.04 0.25 0.25 7.08 40.14 31.85 0.00
247.26 0.03 156365.03 697.04 0.24 0.24 6.92 40.14 31.84 0.00
250.94 0.02 156318.58 697.04 0.22 0.22 6.76 40.13 31.84 0.00
254.61 0.02 156274.84 697.04 0.21 0.21 6.62 40.13 31.84 0.00
258.29 0.02 156233.63 697.04 0.19 0.19 6.47 40.12 31.83 0.00
261.96 0.02 156194.78 697.03 0.18 0.18 6.33 40.12. 31.83 .00

265.64 0.01 156158.13 697.03 0.17 0.17 6.20 40.12 31.83 0.00
269.31 0.01 156123.53 697.03 0.16 0.16 6.07 40.11 31.82 0.00
272.99 0.01 156090.85 697.03 0.15 0.15 5.95 40.11 31.82 0.00
276.66 0.01 156059.97 697.03 0.14 0.14 5.83 40.11 31.82 0.00
280.34 0.01 156030.76 697.03 0.13 0.13 5.71 40.10 31.82 0.00
284.02 0.01 156003.12 697.03 0.13 0.13 5.60 40.10 31.82 0.00
287.69 0.01 155976.95 697.03 0.12 0.12 5.49 40.10 31.81 0.00
291.37 0.01 155952.15 697.03 0.11 0.11 5.39 40.09 31.81 0.00
295.04 0.00 155928.64 697.02 0.11 0.11 5.29 40.09 31.81 0.00
298.72 0.00 155906.34 697.02 0.10 0.10 5.19 40.09 31.81 0.00
302.39 0.00 155885.16 697.02 0.10 0.10 5.10 40.09 31.81 0.00
306.07 0.00 155865.05 697.02 0.09 0.09 5.01 40.08 31.81 0.00
309.74 0.00 155845.94 697.02 0.09 0.09 4.92 40.08 31.81 0.00
313.42 0.00 155827.76 697.02 0.08 0.08 4.83 40.08 31.80 0.00
317.09 0.00 155810.46 697.02 0.08 0.08 4.75 40.08 31.80 0.00
320.77 0.00 155793.99 697.02 0.07 0.07 4.67 40.08 31.80 0.00
324.45 0.00 155778.30 697.02 0.07 0.07 4.60 40.07 31.80 0.00
328.12 0.00 155763.34 697.02 0.07 0.07 4.52 40.07 31.80 0.00
331.80 0.00 155749.07 697.02 0.06 0.06 4.45 40.07 31.80 0.00
335.47 0.00 155735.46 697.02 0.06 0.06 4.38 40.07 31.80 0.00
339.15 0.00 155722.45 697.02 0.06 0.06 4.31 40.07 31.80 0.00
342.82 0.00 155710.03 697.02 0.05 0.05 4.24 40.07 31.80 0.00
346.50 0.00 155698.16 697.02 0.05 0.05 4.18 40.06 31.80 0.00
350.17 0.00 155686.80 697.01 0.05 0.05 4.12 40.06 31.79 0.00
353.85 0.00 155675.93 697.01 0.05 0.05 4.06 40.06 31.79 0.00
357.53 0.00 155665.52 697.01 0.05 0.05 4.00 40.06 31.79 0.00
361.20 0.00 155655.54 697.01 0.04 0.04 3.94 40.06 31.79 0.00
364.88 0.00 155645.99 697.01 0.04 0.04 3.88 40.06 31.79 0.00
368.55 0.00 155636.82 697.01 0.04 0.04 3.83 40.06 31.79 0.00
372.23 0.00 155628.02 697.01 0.04 0.04 3.78 40.06 31.79 0.00
375.90 0.00 155619.58 697.01 0.04 0.04 3.72 40.06 31.79 0.00
379.58 0.00 155611.47 697.01 0.04 0.04 3.67 40.05 31.79 0.00
383.25 0.00 155603.68 697.01 0.03 0.03 3.63 40.05 31.79 0.00
386.93 0.00 155596.19 697.01 0.03 0.03 3.58 40.05 31.79 0.00
390.61 0.00 155588.98 697.01 0.03 0.03 3.53 40.05 31.79 0.00
394.28 0.00 155582.05 697.01 0.03 0.03 3.49 40.05 31.79 0.00
397.96 0.00 155575.38 697.01 0.03 0.03 3.44 40.05 31.79 0.00
401.63 0.00 .155568.95 697.01 0.03 0.03 3.40 40.05 31.79 0.00
405.31 0.00 155562.76 697.01 0.03 0.03 3.36 40.05 31.79 0.00
408.98 0.00 155556.79 697.01 0.03 0.03 3.32 40.05 31.79 0.00
412.66 0.00 155551.03 697.01 0.03 0.03 3.28 40.05 31.79 0.00
416.33 0.00 155545.48 697.01 0.02 0.02 3.24 40.05 31.78 0.00
420.01 0.00 155540.12 697.01 0.02 0.02 3.20 40.05 31.78 0.00
423.68 0.00 155534.95 697.01 0.02 0.02 3.16 40.05 31.78 0.00
427.36 0.00 155529.95 697.01 0.02 0.02 3.13 40.05 31.78 0.00
431.04 0.00 155525.12 697.01 0.02 0.02 3.09 40.05 31.78 0.00
434.71 0.00 155520.46 697.01 0.02 0.02 3.06 40.04 31.78 0.00
438.39 0.00 155515.94 697.01 0.02 0.02 3.02 40.04 31.78 0.00
442.06 0.00 155511.58 697.01 0.02 0.02 2.99 40.04 31.78 0.00
445.74 0.00 155507.35 697.01 0.02 0.02 2.96 40.04 31.78 0.00
449.41 0.00 155503.27 697.01 0.02 0.02 2.93 40.04 31.78 0.00
453.09 0.00 155499.31 697.01 0.02 0.02 2.90 40.04 31.78 0.00
456.76 0.00 155495.47 697.01 0.02 0.02 2.86 40.04 31.78 0.00
460.44 0.00 155491.76 697.01 0.02 0.02 2.84 40.04 31.78 0.00
464.12 0.00 155488.16 697.01 0.02 0.02 2.81 40.04 31.78 0.00
467.79 0.00 155484.66 697.01 0.02 0.02 2.78 40.04 31.78 0.00
471.47 0.00 155481.28 697.01 0.01 0.01 2.75 40.04 31.78 0.00
475.14 0.00 155477.99 697.01 0.01 0.01 2.72 40.04 31.78 0.00
478.82 0.00 155474.80 697.01 0.01 0.01 2.70 40.04 31.78 0.00
482.49 0.00 155471.71 697.01 0.01 0.01 2.67 40.04 31.78 0.00
486.17 0.00 155468.70 697.01 0.01 0.01 2.64 40.04 31.78 0.00
489.84 0.00 155465.78 697.01 0.01 0.01 2.62 40.04 31.78 0.00
493.52 0.00 155462.95 697.01 0.01 0.01 2.59 40.04 31.78 0.00
497.20 0.00 155460.19 697.01 0.01 0.01 2.57 40.04 31.78 0.00
500.87 0.00 155457.51 697.01 0.01 0.01 2.54 40.04 31.78 0.00
504.55 0.00 155454.91 697.01 0.01 0.01 2.52 40.04 31.78 0.00
508.22 0.00 155452.37 697.01 0.01 0.01 2.50 40.04 31.78 0.00
511.90 0.00 155449.91 697.01 0.01 0.01 2.48 40.04 31.78 0.00
515.57 0.00 155447.51 697.01 0.01 0.01 2.45 40.04 31.78 0.00
519.25 0.00 155445.17 697.01 0.01 0.01 2.43 40.04 31.78 0.00
522.92 0.00 155442.90 697.01 0.01 0.01 2.41 40.04 31.78 0.00
526.60 0.00 155440.69 697.00 0.01 0.01 2.39 40.04 31.78 0.00
530.27 0.00 155438.53 697.00 0.01 0.01 2.37 40.04 31.78 0.00
533.95 0.00 155436.43 697.00 0.01 0.01 2.35 40.04 31.78 0.00
537.63 0.00 155434.38 697.00 0.01 0.01 2.33 40.03 31.78 0.00
541.30 0.00 155432.39 697.00 0.01 0.01 2.31 40.03 31.78 0.00
544.98 0.00 155430.44 697.00 0.01 0.01 2.29 40.03 31.78 0.00
548.65 0.00 155428.55 697.00 0.01 0.01 2.27 40.03 31.78 0.00
552.33 0.00 155426.70 697.00 0.01 0.01 2.25 40.03 31.78 0.00
556.00 0.00 155424.89 697.00 0.01 0.01 2.23 40.03 31.78 0.00
559.68 0.00 155423.13 697.00 0.01 0.01 2.21 40.03 31.78 0.00
563.35 0.00 155421.41 697.00 0.01 0.01 2.20 40.03 31.78 0.00
567.03 0.00 155419.74 697.00 0.01 0.01 2.18 40.03 31.78 0.00
570.71 0.00 155418.10 697.00 0.01 0.01 2.16 40.03 31.78 0.00
574.38 0.00 155416.50 697.00 0.01 0.01 2.15 40.03 31.78 0.00
578.06 0.00 155414.94 697.00 0.01 0.01 2.13 40.03 31.78 0.00
t CV1SCU VVCL YVIlU. X15

581.73 0.00 155413.41 697.00 0.01 0.01 2.11 40.03 31.78 0.00
585.41 0.00 155411.92 697.00 0.01 0.01 2.10 40.03 31.78 0.00
589.08 0.00 155410.46 697.00 0.01 0.01 2.08 40.03 31.78 0.00
592.76 0.00 155409.04 697.00 0.01 0.01 2.06 40.03 31.78 0.00
596.43 0.00 155407.65 697.00 0.01 0.01 2.05 40.03 31.78 0.00
600.11 0.00 155406.29 697.00 0.01 0.01 2.03 40.03 31.78 0.00
603.79 0.00 155404.96 697.00 0.01 0.01 2.02 40.03 31.77 0.00
607.46 0.00 155403.66 697.00 0.01 0.01 2.00 40.03 31.77 0.00
611.14 0.00 155402.38 697.00 0.01 0.01 1.99 40.03 31.77 0.00
614.81 0.00 155401.14 697.00 0.01 0.01 1.98 40.03 31.77 0.00
618.49 0.00 155399.92 697.00 0.01 0.01 1.96 40.03 31.77 0.00
622.16 0.00 155398.72 697.00 0.01 0.01 1.95 40.03 31.77 0.00
625.84 0.00 155397.56 697.00 0.01 0.01 1.93 40.03 31.77 0.00
629.51 0.00 155396.41 697.00 0.01 0.01 1.92 40.03 31.77 0.00
633.19 0.00 155395.29 697.00 0.00 0.00 1.91 40.03 31.77 0.00
636.87 0.00 155394.20 697.00 0.00 0.00 1.89 40.03 31.77 0.00
640.54 0.00 155393.13 697.00 0.00 0.00 1.88 40.03 31.77 0.00
644.22 0.00 155392.07 697.00 0.00 0.00 1.87 40.03 31.77 0.00
647.89 0.00 155391.04 697.00 0.00 0.00 1.85 40.03 31.77 0.00
651.57 0.00 155390.03 697.00 0.00 0.00 1.84 40.03 31.77 0.00
655.24 0.00 155389.04 697.00 0.00 0.00 1.83 40.03 31.77 0.00
658.92 0.00 155388.07 697.00 0.00 0.00 1.82 40.03 31.77 0.00
662.59 0.00 155387.12 697.00 0.00 0.00 1.81 40.03 31.77 0.00
666.27 0.00 155386.19 697.00 0.00 0.00 1.79 40.03 31.77 0.00
669.94 0.00 155385.28 697.00 0.00 0.00 1.78 40.03 31.77 0.00
673.62 0.00 155384.38 697.00 0.00 0.00 1.77 40.03 31.77 0.00
677.30 0.00 155383.50 697.00 0.00 0.00 1.76 40.03 31.77 0.00
680.97 0.00 155382.64 697.00 0.00 0.00 1.75 40.03 31.77 0.00
684.65 0.00 155381.80 697.00 0.00 0.00 1.74 40.03 31.77 0.00
688.32 0.00 155380.97 697.00 0.00 0.00 1.73 40.03 31.77 0.00
692.00 0.00 155380.15 697.00 0.00 0.00 1.72 40.03 31.77 0.00
695.67 0.00 155379.35 697.00 0.00 0.00 1.71 40.03 31.77 0.00
699.35 0.00 155378.57 697.00 0.00 0.00 1.69 40.03 31.77 0.00
703.02 0.00 155377.80 697.00 0.00 0.00 1.68 40.03 31.77 0.00
706.70 0.00 155377.05 697.00 0.00 0.00 1.67 40.03 31.77 0.00
710.38 0.00 155376.30 697.00 0.00 0.00 1.66 40.03 31.77 0.00
714.05 0.00 155375.58 697.00 0.00 0.00 1.65 40.03 31.77 0.00
717.73 0.00 155374.86 697.00 0.00 0.00 1.64 40.03 31.77 0.00
721.40 0.00 155374.16 697.00 0.00 0.00 1.63 40.03 31.77 0.00
725.08 0.00 155373.47 697.00 0.00 0.00 1.62 40.03 31.77 0.00
728.75 0.00 155372.79 697.00 0.00 0.00 1.61 40.03 31.77 0.00
732.43 0.00 155372.12 697.00 0.00 0.00 1.61 40.03 31.77 0.00
736.10 0.00 155371.47 697.00 0.00 0.00 1.60 40.03 31.77 0.00
739.78 0.00 155370.83 697.00 0.00 0.00 1.59 40.03 31.77 0.00
743.46 0.00 155370.19 697.00 0.00 0.00 1.58 40.03 31.77 0.00
747.13 0.00 155369.57 697.00 0.00 0.00 1.57 40.03 31.77 0.00
750.81 0.00 155368.96 697.00 0.00 0.00 1.56 40.03 31.77 0.00
754.48 0.00 155368.36 697.00 0.00 0.00 1.55 40.03 31.77 0.00
758.16 0.00 155367.77 697.00 0.00 0.00 1.54 40.03 31.77 0.00
761.83 0.00 155367.19 697.00 0.00 0.00 1.53 40.03 31.77 0.00
765.51 0.00 155366.62 697.00 0.00 0.00 1.53 40.03 31.77 0.00
769.18 0.00 155366.06 697.00 0.00 0.00 1.52 40.03 31.77 0.00
772.86 0.00 155365.51 697.00 0.00 0.00 1.51 40.03 31.77 0.00
776.53 0.00 155364.97 697.00 0.00 0.00 1.50 40.03 31.77 0.00
780.21 0.00 155364.43 697.00 0.00 0.00 1.49 40.03 31.77 0.00
783.89 0.00 155363.91 697.00 0.00 0.00 1.48 40.03 31.77 0.00
787.56 0.00 155363.39 697.00 0.00 0.00 1.48 40.03 31.77 0.00
791.24 0.00 155362.88 697.00 0.00 0.00 1.47 40.03 31.77 0.00
794.91 0.00 155362.38 697.00 0.00 0.00 1.46 40.03 31.77 0.00
798.59 0.00 155361.89 697.00 0.00 0.00 1.45 40.03 31.77 0.00
802.26 0.00 155361.40 697.00 0.00 0.00 1.44 40.03 31.77 0.00
805.94 0.00 155360.93 697.00 0.00 0.00 1.44 40.03 31.77 0.00
809.61 0.00 155360.46 697.00 0.00 0.00 1.43 40.03 31.77 0.00
813.29 0.00 155359.99 697.00 0.00 0.00 1.42 40.03 31.77 0.00
816.97 0.00 155359.54 697.00 0.00 0.00 1.42 40.03 31.77 0.00
820.64 0.00 155359.09 697.00 0.00 0.00 1.41 40.03 31.77 0.00
824.32 0.00 155358.65 697.00 0.00 0.00 1.40 40.03 31.77 0.00
827.99 0.00 155358.22 697.00 0.00 0.00 1.39 40.03 31.77 0.00
831.67 0.00 155357.79 697.00 0.00 0.00 1.39 40.03 31.77 0.00
835.34 0.00 155357.37 697.00 0.00 0.00 1.38 40.03 31.77 0.00
839.02 0.00 155356.95 697.00 0.00 0.00 1.37 40.03 31.77 0.00
842.69 0.00 155356.54 697.00 0.00 0.00 1.37 40.03 31.77 0.00
846.37 0.00 155356.14 697.00 0.00 0.00 1.36 40.03 31.77 0.00
850.05 0.00 155355.74 697.00 0.00 0.00 1.35 40.03 31.77 0.00
853.72 0.00 155355.35 697.00 0.00 0.00 1.35 40.03 31.77 0.00
857.40 0.00 155354.96 697.00 0.00 0.00 1.34 40.03 31.77 0.00
861.07 0.00 155354.58 697.00 0.00 0.00 1.33 40.03 31.77 0.00
864.75 0.00 155354.21 697.00 0.00 0.00 1.33 40.03 31.77 0.00
868.42 0.00 155353.84 697.00 0.00 0.00 1.32 40.03 31.77 0.00
872.10 0.00 155353.48 697.00 0.00 0.00 1.31 40.03 31.77 0.00
875.77 0.00 155353.12 697.00 0.00 0.00 1.31 40.03 31.77 0.00
879.45 0.00 155352.76 697.00 0.00 0.00 1.30 40.03 31.77 0.00
883.12 0.00 155352.42 697.00 0.00 0.00 1.30 40.03 31.77 0.00
886.80 0.00 155352.07 697.00 0.00 0.00 1.29 40.03 31.77 0.00
890.48 0.00 155351.73 697.00 0.00 0.00 1.28 40.03 31.77 0.00
894.15 0.00 155351.40 697.00 0.00 0.00 1.28 40.03 31.77 0.00
~~'N~ ~ iCV1SCl1 WCL YORO.X15

897.83 0.00 155351.07 697.00 0.00 0.00 1.27 40.03 31.77 0.00
901.50 0.00 155350.75 697.00 0.00 0.00 1.27 40.03 31.77 0.00
905.18 0.00 155350.42 697.00 0.00 0.00 1.26 40.03 31.77 0.00
908.85 0.00 155350.11 697.00 0.00 0.00 1.25 40.03 31.77 0.00
912.53 0.00 155349.80 697.00 0.00 0.00 1.25 40.03 31.77 0.00
916.20 0.00 155349.49 697.00 0.00 0.00 1.24 40.03 31.77 0.00
919.88 0.00 155349.19 697.00 0.00 0.00 1.24 40.03 31.77 0.00
923.56 0.00 155348.89 697.00 0.00 0.00 1.23 40.03 31.77 0.00
927.23 0.00 155348.59 697.00 0.00 0.00 1.23 40.03 31.77 0.00
930.91 0.00 155348.30 697.00 0.00 0.00 1.22 40.03 31.77 0.00
934.58 0.00 155348.01 697.00 0.00 0.00 1.22 40.03 31.77 0.00
938.26 0.00 155347.73 697.00 0.00 0.00 1.21 40.03 31.77 0.00
941.93 0.00 155347.45 697.00 0.00 0.00 1.20 40.03 31.77 0.00
945.61 0.00 155347.17 697.00 0.00 0.00 1.20 40.03 31.77 0.00
949.28 0.00 155346.90 697.00 0.00 0.00 1.19 40.02 31.77 0.00
952.96 0.00 155346.63 697.00 0.00 0.00 1.19 40.02 31.77 0.00
956.64 0.00 155346.36 697.00 0.00 0.00 1.18 40.02 31.77 0.00
960.31 0.00 155346.10 697.00 0.00 0.00 1.18 40.02 31.77 0.00
963.99 0.00 155345.84 697.00 0.00 0.00 1.17 40.02 31.77 0.00
967.66 0.00 155345.59 697.00 0.00 0.00 1.17 40.02 31.77 0.00
971.34 0.00 155345.34 697.00 0.00 0.00 1.16 40.02 31.77 0.00
975.01 0.00 155345.09 697.00 0.00 0.00 1.16 40.02 31.77 0.00
978.69 0.00 155344.84 697.00 0.00 0.00 1.15 40.02 31.77 0.00
982.36 0.00 155344.60 697.00 0.00 0.00 1.15 40.02 31.77 0.00
986.04 0.00 155344.36 697.00 0.00 0.00 1.14 40.02 31.77 0.00
989.71 0.00 155344.12 697.00 0.00 0.00 1.14 40.02 31.77 0.00
993.39 0.00 155343.89 697.00 0.00 0.00 1.13 40.02 31.77 0.00
997.07 0.00 155343.65 697.00 0.00 0.00 1.13 40.02 31.77 0.00
1000.74 0.00 155343.43 697.00 0.00 0.00 1.13 40.02 31.77 0.00
1004.42 0.00 155343.20 697.00 0.00 0.00 1.12 40.02 31.77 0.00
1008.09 0.00 155342.98 697.00 0.00 0.00 1.12 40.02 31.77 0.00
1011.77 0.00 155342.76 697.00 0.00 0.00 1.11 40.02 31.77 0.00
1015.44 0.00 155342.54 697.00 0.00 0.00 1.11 40.02 31.77 0.00
1019.12 0.00 155342.33 697.00 0.00 0.00 1.10 40.02 31.77 0.00
1022.79 0.00 155342.11 697.00 0.00 0.00 1.10 40.02 31.77 0.00
1026.47 0.00 155341.90 697.00 0.00 0.00 1.09 40.02 31.77 0.00
1030.15 0.00 155341.70 697.00 0.00 0.00 1.09 40.02 31.77 0.00
1033.82 0.00 155341.49 697.00 0.00 0.00 1.09 40.02 31.77 0.00
1037.50 0.00 155341.29 697.00 0.00 0.00 1.08 40.02 31.77 0.00
1041.17 0.00 155341.09 697.00 0.00 0.00 1.08 40.02 31.77 0.00
1044.85 0.00 155340.89 697.00 0.00 0.00 1.07 40.02 31.77 0.00
1048.52 0.00 155340.70 697.00 0.00 0.00 1.07 40.02 31.77 0.00
1052.20 0.00 155340.50 697.00 0.00 0.00 1.06 40.02 31.77 0.00
1055.87 0.00 155340.31 697.00 0.00 0.00 1.06 40.02 31.77 0.00
1059.55 0.00 155340.12 697.00 0.00 0.00 1.06 40.02 31.77 0.00
1063.23 0.00 155339.94 697.00 0.00 0.00 1.05 40.02 31.77 0.00
1066.90 0.00 155339.75 697.00 0.00 0.00 1.05 40.02 31.77 0.00
1070.58 0.00 155339.57 697.00 0.00 0.00 1.04 40.02 31.77 0.00
1074.25 0.00 155339.39 697.00 0.00 0.00 1.04 40.02 31.77 0.00
1077.93 0.00 155339.21 697.00 0.00 0.00 1.04 40.02 31.77 0.00
1081.60 0.00 155339.04 697.00 0.00 0.00 1.03 40.02 31.77 0.00
1085.28 0.00 155338.86 697.00 0.00 0.00 1.03 40.02 31.77 0.00
1088.95 0.00 155338.69 697.00 0.00 0.00 1.03 40.02 31.77 0.00
1092.63 0.00 155338.52 697.00 0.00 0.00 1.02 40.02 31.77 0.00
1096.31 0.00 155338.35 697.00 0.00 0.00 1.02 40.02 31.77 0.00
1099.98 0.00 155338.18 697.00 0.00 0.00 1.01 40.02 31.77 0.00
1103.66 0.00 155338.02 697.00 0.00 0.00 1.01 40.02 31.77 0.00
1107.33 0.00 155337.86 697.00 0.00 0.00 1.01 40.02 31.77 0.00
1111.01 0.00 155337.69 697.00 0.00 0.00 1.00 40.02 31.77 0.00
1114.68 0.00 155337.54 697.00 0.00 0.00 1.00 40.02 31.77 0.00
1118.36 0.00 155337.38 697.00 0.00 0.00 1.00 40.02 31.77 0.00
1122.03 0.00 155337.22 697.00 0.00 0.00 0.99 40.02 31.77 0.00
1125.71 0.00 155337.07 697.00 0.00 0.00 0.99 40.02 31.77 0.00
1129.38 0.00 155336.91 697.00 0.00 0.00 0.98 40.02 31.77 0.00
1133.06 0.00 155336.76 697.00 0.00 0.00 0.98 40.02 31.77 0.00
1136.74 0.00 155336.61 697.00 0.00 0.00 0.98 40.02 31.77 0.00
1140.41 0.00 155336.47 697.00 0.00 0.00 0.97 40.02 31.77 0.00
1144.09 0.00 155336.32 697.00 0.00 0.00 0.97 40.02 31.77 0.00
1147.76 0.00 155336.18 697.00 0.00 0.00 0.97 40.02 31.77 0.00
1151.44 0.00 155336.03 697.00 0.00 0.00 0.96 40.02 31.77 0.00
1155.11 0.00 155335.89 697.00 0.00 0.00 0.96 40.02 31.77 0.00
1158.79 0.00 155335.75 697.00 0.00 0.00 0.96 40.02 31.77 0.00
Page 8 revised Wet Pond.xls

Routing 100 Year Storm
P= 3.40 Emergency Spillway Activated
MAX STAGE: 698.28 i= 3.40
MAX FLOW: 53.76 Tp= 43.06 First Time Step= 1
s= 1.11 Time Step= 4.31
O'= 2.35

Time
{min)
Inflow
cfs)
Storage
cu ft
Stage
(ft)
Outflow
cfs Riser
Weir
cfs Riser
Oriface
cfs Barre
Oriface
cfs) ydrolic
Grade Line
cfs mergency
Spillway
cfs
0.00 0.00 106646.02 695.00 0.00 0.00 0.00 0.00 28.02 0.00
1.00 0.08 106646.02 695.00 0.00 0.00 0.00 0.00 28.02 0.00
5.31 2.11 106665.63 695.00 0.00 0.00 0.00 0.00 28.02 0.00
9.61 6.73 107211.22 695.02 0.00 0.00 0.00 0.00 28.07 0.00
13.92 13.49 108951.06 695.10 0.00 0.00 0.00 0.00 28.21 0.00
18.22 21.72 112436.56 695.25 0.00 0.00 0.00 0.00 28.51 0.00
22.53 30.62 118048.22 695.48 0.00 0.00 0.00 0.00 28.97 0.00
26.84 39.31 125958.44 695.81 0.00 0.00 0.00 0.00 29.60 0.00
31.14 46.95 136114.61 696.23 0.00 0.00 0.00 0.00 30.38 0.00
35.45 52.79 148244.28 696.72 0.00 0.00 0.00 0.00 31.27 0.00
39.75 56.25 161881.79 697.26 3.70 3.70 17.27 40.75 32.22 0.00
44.06 57.00 175459.20 697.78 19.57 19.57 30.11 42.20 33.12 0.00
48.37 54.96 185129.05 698.15 41.45 34.89 36.51 43.19 33.74 7.71
52.67 50.34 188621.19 698.28 53.76 41.06 38.54 43.53 33.96 19.80
56.98 44.35 187738.70 698.25 50.31 39.47 38.04 43.45 33.90 16.41
61.28 38.94 186198.55 698.19 44.82 36.75 37.14 43.29 33.81 11.01
65.59 34.19 184680.02 698.13 40.15 34.12 36.24 43.14 33.71 6.44
69.89 30.03 183141.09 698.08 34.25 31.52 35.29 42.99 33.61 2.72
74.20 26.37 182050.26 698.03 30.54 29.72 34.61 42.88 33.54 0.82
78.51 23.15 180970.93 697.99 27.97 27.97 33.91 42.77 33.48 0.00
82.81 20.33 179725.86 697.95 25.99 25.99 33.09 42.64 33.40 0.00
87.12 17.85 178262.74 697.89 23.73 23.73 32.10 42.49 33.30 0.00
91.42 15.67 176744.80 697.83 21.44 21.44 31.04 42.33 33.20 0.00
95.73 13.76 175254.04 697.77 19.28 19.28 29.96 42.18 33.11 0.00
100.04 12.09 173829.89 697.72 17.27 17.27 28.88 42.03 33.02 0.00
104.34 10.61 172489.55 697.67 15.45 15.45 27.83 41.89 32.93 0.00
108.65 9.32 171238.71 697.62 13.82 13.82 26.81 41.76 32.85 0.00
112.95 8.18 170077.08 697.58 12.35 12.35 25.82 41.63 32.77 0.00
117.26 7.19 169001.39 697.53 11.03 11.03 24.87 41.52 32.70 0.00
121.57 6.31 168006.95 697.50 9.86 9.86 23.96 41.41 32.63 0.00
125.87 5.54 167088.51 697.46 8.82 8.82 23.08 41.32 32.57 0.00
130.18 4.86 166240.69 697.43 7.89 7.89 22.24 41.22 32.51 0.00
134.48 4.27 165458.23 697.40 7.07 7.07 21.44 41.14 32.46 0.00
138.79 3.75 164736.12 697.37 6.33 6.33 20.67 41.06 32.41 0.00
143.10 3.29 164069.66 697.34 5.68 5.68 19.93 40.99 32.37 0.00
147.40 2.89 163454.45 697.32 5.09 5.09 19.22 40.92 32.33 0.00
151.71 2.54 162886.44 697.30 4.57 4.57 18.54 40.86 32.29 0.00
156.01 2.23 162361.86 697.28 4.11 4.11 17.89 40.80 32.25 0.00
160.32 1.96 161877.24 697.26 3.69 3.69 17.27 40.75 32.22 0.00
164.62 1.72 161429.42 697.24 3.32 3.32 16.67 40.70 32.19 0.00
168.93 1.51 161015.45 697.22 2.99 2.99 16.10 40.66 32.16 0.00
173.24 1.33 160632.65 697.21 2.70 2.70 15.55 40.61 32.14 0.00
177.54 1.16 160278.53 697.19 2.43 2.43 15.03 40.57 32.11 0.00
181.85 1.02 159950.84 697.18 2.20 2.20 14.52 40.54 32.09 0.00
186.15 0.90 159647.48 697.17 1.99 1.99 14.04 40.51 32.07 0.00
190.46 0.79 159366.54 697.16 1.80 1.80 13.58 40.47 32.05 0.00
194.77 0.69 159106.26 697.15 1.63 1.63 13.14 40.45 32.03 0.00
199.07 0.61 158865.02 697.14 1.47 1.47 12.71 40.42 32.01 0.00
203.38 0.53 158641.33 697.13 1.34 1.34 12.31 40.39 32.00 0.00
207.68 0.47 158433.83 697.12 1.21 1.21 11.92 40.37 31.98 0.00
211.99 0.41 158241.26 697.12 1.10 1.10 11.54 40.35 31.97 0.00
216.30 0.36 158062.48 697.11 1.00 1.00 11.19 40.33 31.96 0.00
220.60 0.32 157896.41 697.10 0.91 0.91 10.84 40.31 31.95 0.00
224.91 0.28 157742.09 697.10 0.83 0.83 10.52 40.29 31.94 0.00
229.21 0.24 157598.61 697.09 0.76 0.76 10.20 40.28 31.93 0.00
233.52 0.21 157465.15 697.08 0.70 0.70 9.90 40.26 31.92 0.00
237.83 0.19 157340.95 697.08 0.64 0.64 9.61 40.25 31.91 0.00
242.13 0.17 157225.31 697.08 0.58 0.58 9.33 40.24 31.90 0.00
246.44 0.15 157117.58 697.07 0.53 0.53 9.06 40.22 31.89 0.00
250.74 0.13 157017.18 697.07 0.49 0.49 8.81 40.21 31.89 0.00
255.05 0.11 156923.55 697.06 0.45 0.45 6.56 40.20 31.88 0.00
259.36 0.10 156836.19 697.06 0.41 0.41 8.33 40.19 31.87 0.00
263.66 0.09 156754.64 697.06 0.38 0.38 8.10 40.18 31.87 0.00
267.97 0.08 156678.47 697.05 0.35 0.35 7.88 40.17 31.86 0.00
272.27 0.07 156607.29 697.05 0.32 0.32 7.68 40.17 31.86 0.00
276.58 0.06 156540.73 697.05 0.30 0.30 7.48 40.16 31.85 0.00
280.88 0.05 156478.45 697.05 0.28 0.28 7.28 40.15 31.85 0.00
285.19 0.05 156420.16 697.04 0.26 0.26 7.10 40.15 31.85 0.00
269.50 0.04 156365.55 697.04 0.24 0.24 6.92 40.14 31.84 0.00
293.80 0.03 156314.38 697.04 0.22 0.22 6.75 40.13 31.84 0.00
298.11 0.03 156266.38 697.04 0.20 0.20 6.59 40.13 31.83 0.00
302.41 0.03 156221.35 697.04 0.19 0.19 6.43 40.12 31.83 0.00
306.72 0.02 156179.06 697.03 0.18 0.18 6.28 40.12. 31.83 .00

311.03 0.02 156139.34 697.03 0.17 0.17 6.13 40.11 31.83 0.00
315.33 0.02 156102.00 697.03 0.15 0.15 5.99 40.11 31.82 0.00
319.64 0.02 156066.87 697.03 0.14 0.14 5.85 40.11 31.82 0.00
323.94 0.01 156033.81 697.03 0.13 0.13 5.72 40.10 31.82 0.00
328.25 0.01 156002.67 697.03 0.13 0.13 5.60 40.10 31.82 0.00
332.56 0.01 155973.32 697.03 0.12 0.12 5.48 40.10 31.81 0.00
336.86 0.01 155945.65 697.02 0.11 0.11 5.36 40.09 31.81 0.00
341.17 0.01 155919.54 697.02 0.10 0.10 5.25 40.09 31.81 0.00
345.47 0.01 155894.89 697.02 0.10 0.10 5.14 40.09 31.81 0.00
349.78 0.01 155871.59 697.02 0.09 0.09 5.04 40.08 31.81 0.00
354.09 0.01 155849.58 697.02 0.09 0.09 4.94 40.08 31.81 0.00
358.39 0.00 155828.75 697.02 0.08 0.08 4.84 40.08 31.80 0.00
362.70 0.00 155809.03 697.02 0.08 0.08 4.75 40.08 31.80 0.00
367.00 0.00 155790.36 697.02 0.07 0.07 4.65 40.07 31.80 0.00
371.31 0.00 155772.66 697.02 0.07 0.07 4.57 40.07 31.80 0.00
375.61 0.00 155755.88 697.02 0.06 0.06 4.48 40.07 31.80 0.00
379.92 0.00 155739.95 697.02 0.06 0.06 4.40 40.07 31.80 0.00
384.23 0.00 155724.83 697.02 0.06 0.06 4.32 40.07 31.80 0.00
388.53 0.00 155710.46 697.02 0.05 0.05 4.24 40.07 31.80 0.00
392.84 0.00 155696.80 697.02 0.05 0.05 4.17 40.06 31.80 0.00
397.14 0.00 155683.81 697.01 0.05 0.05 4.10 40.06 31.79 0.00
401.45 0.00 155671.45 697.01 0.05 0.05 4.03 40.06 31.79 0.00
405.76 0.00 155659.67 697.01 0.04 0.04 3.96 40.06 31.79 0.00
410.06 0.00 155648.45 697.01 0.04 0.04 3.90 40.06 31.79 0.00
414.37 0.00 155637.75 697.01 0.04 0.04 3.83 40.06 31.79 0.00
418.67 0.00 155627.54 697.01 0.04 0.04 3.77 40.06 31.79 0.00
422.98 0.00 155617.80 697.01 0.04 0.04 3.71 40.06 31.79 0.00
427.29 0.00 155608.49 697.01 0.04 0.04 3.66 40.05 31.79 0.00
431.59 0.00 155599.59 697.01 0.03 0.03 3.60 40.05 31.79 0.00
435.90 0.00 155591.09 697.01 0.03 0.03 3.55 40.05 31.79 0.00
440.20 0.00 155582.95 697.01 0.03 0.03 3.49 40.05 31.79 0.00
444.51 0.00 155575.17 697.01 0.03 0.03 3.44 40.05 31.79 0.00
448.82 0.00 155567.71 697.01 0.03 0.03 3.39 40.05 31.79 0.00
453.12 0.00 155560.56 697.01 0.03 0.03 3.34 40.05 31.79 0.00
457.43 0.00 155553.71 697.01 0.03 0.03 3.30 40.05 31.79 0.00
461.73 0.00 155547.14 697.01 0.02 0.02 3.25 40.05 31.78 0.00
466.04 0.00 155540.83 697.01 0.02 0.02 3.21 40.05 31.78 0.00
470.35 0.00 155534.77 697.01 0.02 0.02 3.16 40.05 31.78 0.00
474.65 0.00 155528.96 697.01 0.02 0.02 3.12 40.05 31.78 0.00
478.96 0.00 155523.36 697.01 0.02 0.02 3.08 40.04 31.78 0.00
483.26 0.00 155517.99 697.01 0.02 0.02 3.04 40.04 31.78 0.00
487.57 0.00 155512.82 697.01 0.02 0.02 3.00 40.04 31.78 0.00
491.87 0.00 155507.84 697.01 0.02 0.02 2.96 40.04 31.78 0.00
496.18 0.00 155503.05 697.01 0.02 0.02 2.92 40.04 31.78 0.00
500.49 0.00 155498.43 697.01 0.02 0.02 2.89 40.04 31.78 0.00
504.79 0.00 155493.99 697.01 0.02 0.02 2.85 40.04 31.78 0.00
509.10 0.00 155489.70 697.01 0.02 0.02 2.82 40.04 31.78 0.00
513.40 0.00 155485.56 697.01 0.02 0.02 2.78 40.04 31.78 0.00
517.71 0.00 155481.57 697.01 0.01 0.01 2.75 40.04 31.78 0.00
522.02 0.00 155477.72 697.01 0.01 0.01 2.72 40.04 31.78 0.00
526.32 0.00 155474.00 697.01 0.01 0.01 2.69 40.04 31.78 0.00
530.63 0.00 155470.41 697.01 0.01 0.01 2.66 40.04 31.78 0.00
534.93 0.00 155466.94 697.01 0.01 0.01 2.63 40.04 31.78 0.00
539.24 0.00 155463.58 697.01 0.01 0.01 2.60 40.04 31.78 0.00
543.55 0.00 155460.34 697.01 0.01 0.01 2.57 40.04 31.78 0.00
547.85 0.00 155457.20 697.01 0.01 0.01 2.54 40.04 31.78 0.00
552.16 0.00 155454.16 697.01 0.01 0.01 2.51 40.04 31.78 0.00
556.46 0.00 155451.22 697.01 0.01 0.01 2.49 40.04 31.78 0.00
560.77 0.00 155448.37 697.01 0.01 0.01 2.46 40.04 31.78 0.00
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=Qy= ~~ ievl~eu ~rve~ ruuu.xls

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•uy~. ++ 1CV1bCU YVCL YVilU. X18

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Page 12 revised Wet Pond.xls