SW8060912_HISTORICAL FILE_20071115

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Q�l�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
�D HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
W1RO Regional Office
FILE ACCESS RECORD
SECTION SWP DATE/TIME 7-/7_-12- / ? jo - 3'3y�^^
NAME Wjl eoinr� REPRESENTING C' Ca,w+.rrc,
f 4 , 233
Guidelines for Access The staff of the Regional Office is dedicated to making public records in our
custody readily available to the public for review and copying We also have the responsibility to the public
to safeguard these records and to carry out our day-to-day program obligations Please read carefully the
following before signing the form
I Due to the large public demand for ftie acce5y, we request that you, call at least a day in
advance to schedule an appointment for file review so you can be accommodated
Appointments are scheduled between 9 00 a m and 31 00 p m Viewing time ends at 4 45
g_m Anyone arnvmg without an appointment may view the files to the extent that time and
staff supervision are available
2 You must specify files you want to review by facility name or incident number, as
appropriate The number of files that you may review at one appointment will be lirnited to
five
3 You may make copies of a file when the copier is not in use by the staff and if time permits
There is no charge for 25 or less copes , cost per copy after the initial 25 is 2 5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices
4 Fifes must be kept in the order you received them Files may not be taken from the office
No briefcases large totes etc are permitted in the file review area To remove, after,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500 00
5 In accordance with GS 25-3-512, a $25 00 processing fee will be charged and collected for
checks on which payment has been refused
6 The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files
FACILITY NAME
2
3
4 _
5
1
Signature/Name of Firm or Business Date
(Please attach business card to form If available)
# Copes-- Anit Pd
Time In
COUNTY
p..IgG
Time Out

ESP Assoctates, P A.
211 Racine Drive
Wilmington, NC 28403
phone [phone]
Fax [phone]
ESpwww espassociales com
TO NC DENR
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
We are Sending
❑x Enclosed ❑Change Order 0
❑Samples ❑Computations ❑
❑Literature ❑Specifications ❑
❑Copy of Letter ❑Floppy Disk ❑
SVodGOI--
COPY TO
(A) Addressee
(B) ESP Main Project File
(C) PM'e Project Fife
r :
LETTER OF TRANSMITTAL'`
ESP Project Name Schwan Warehouse and
Distribution Facility
ESP Project No UDOB 400 Certiflcaiton
Attention Edward Beck
Date November 15, 2007
Originals ❑ Under separate cover via
Sepia(s) ❑
Print(s)
Set(s) of Plans
Copies Dated Sheet Description
These are Being Sent
❑x
For Your Approval
❑
Approved as Noted
❑
For Your Use
❑
Approved as Submitted
�❑
For Your Review and Comment
E]
Approved as Changed
❑
For Your Signature
❑
Returned for Corrections
❑
For Bids Due
❑
Returned After Loan to Us
By ❑ Courier
❑ Federal Express
IMPORTANT NOTE To RECIPIENT: Please FAX A •
SIGNED COPY to ESP, to tho sander's attent/on.
THANK YOU.
• ......................................................•
❑ Corrected and Returned
❑ As Requested
0
❑ Mad QOther
Signed & Date Tim Price, EI 11/15/07
Signed & Date (Recipient)
*If enclosures are not as noted, kindly notify us immediately

ESP Associates, P.A.
engineering - surveying -planning
October 18, 2006
Ms Mary Jean Naugle
Express Permitting
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Stormwater Protect No SW8 060912
Schwan Food Company
New Hanover County, NC
ESP Project No UD06 400
Dear Ms Naugle
PF
CEIVEL)
OCT 18 2005
BY
In response to your comments dated October 10, 2006, ESP Associates, P A
has taken the following actions
1 A note stating that "no wetlands exist on the site" was previously provided
on plan sheet C2, note number 1
2 A note stating that "all roof drains to be directed to the stormwater
collection system inlets" has been added on plan sheet C2, note number
4
3 The orifice size has been revised from a 1 37-inch diameter to a 1 20-inch
diameter to achieve a drawdown between 2-5 days
Enclosed are two (2) sets of revised plans and two (2) sets of revised
calculations addressing the above actions Please review this information for
approval and contact us with any questions or comments you may have Thank
you for your assistance on this project
Sincerely,
ESP Associates, P A
Monica V Loughlin
Enclosures
cc Joe Henn, The Schwan Food Company
2120 B Capital Drive Wilmington NC 28405 [phone] Fax {910) 313 6823
www e%patisociate , com

ESP Associates, PA
engnucring surveying • plannin
2120-B Capital Drive
Wilmington North Carolina 28405
[phone] - Phone
[phone] - Fax
www espassociates com
Date
Company
Attention
Address
City/State/Zip
We are Sending
Qx Enclosed
0 Samples
❑ Literature
71 Copy of Letter
9/26/2006
Schwan's Home Service, Inc
Maa Jean Naugle
127 Cardinal Drive Extension
Wilmington, NC 28405
Change Order
Computations
❑Specifications
Diskette / CD
LETTER OF TRANSMITTAL
ESP Project Name Schwan Food Company
ESP Project Number UD06 400
Originals
Sepia(s)
Print(s)
Set(s) of Plans
COPY TO
(A) Addressee
(B) ESP Maln Project File
(C) PM's Project File
❑ Under separate cover via
Copies
Dated
Sheet
Description
1 )
09/22/06
1
Drainage area delineation plan
i..a r
These are Being Sent
Q
For Your Approval
Approved as Noted
Corrected and Returned
Q
For Your Use
[]
Approved as Submitted
As Requested
Fx
For Your Review and Comment
Approved as Changed
Q
Q
For Your Signature
Returned for Corrections
For Bids Due
Returned After Loan to Us
By
Courier
E—]
UPS / Federal Express
Mad Other
REMARKS
IMPORTANT NOTE TO RECIPIENT- ;Please FAX A •
`
SIGtNED COPY to ESP, to the senders attention.
i.
THANK YOU.
......................................... ........
Sender & Date Tim Price 9126106
Signed & Date �� ���

ESP Associates, P.A.
engineering • surveying • planning
September 22, 2006
Mr Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Express Permit Submittal
Schwan's Home Service, Inc
New Hanover County, NC
ESP Project No UD06 400
Dear Mr Weaver
Enclosed are for the following items for the State Stormwater Express Permit
review
o Two (2) sets of plans for the subject project
o One (1) drainage area basin delineation plan
o One (1) set of calculations
o Original and one (1) copy of the Division of Water Quality Stormwater
Management Permit application
o Original and one (1) copy SWU-102 wet detention basin supplement
form
o Original and one (1) copy pond maintenance requirements form
c One (1) copy of the stormwater narrative
o $4,000 00 check for the express permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
ESP ASSOCIATES, P A
Barry R G 1 , P E
Enclosures
cc Mary Jean Naugle 1 NC DENR
Larry Oberkfell, Schwan's Home Service, Inc
SEP
��912
2120 B Capital Drive Wilmington NC 28405 [phone] Fax [phone]
www espassociates cam

ESP #UD06 400
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
Schwan's Home Service, Inc
Print OwnerlSignmg Official's name and title (person legally responsible for facility and compliance)
Larry Oberkfell, President
Mailing Address for person listed in item 2 above
115 W College Drive _
City Marshall T State MN Zip 56258
Telephone Number [phone]
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
Schwan's Warehouse and Distribution FacdE
Location of Project (street address)
5613 Barbados Blvd Lot 4
City _Castle Hayne County New Hanover County
Directions to project (from nearest major intersection)
From the intersection of Interstate 40 and Holly Shelter Rd_(SR 1002) go east on Holly Shelter Rd
for 2 miles and turn right on Barbados Blvd Go 4 miles and the property will be on the left
7 Latitude 340 20' 56" N
Longitude 770 53' 10" W
of project
Contact person who can answer questions about the project
Name Bar R Guise, PE Telephone Number [phone]
II PERMIT INFORMATION
Specify whether project is (check one)
Form SWU-101 Version 3 99
X New Renewal Modification
J � '4 r -
Page 1 of 4 SEP 2 2 2006
FBY
--

2 If this application is being submitted as the result of a renewal or modification to an existing permit, last the
Existing permit number And its issue date (if known)
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X 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
Catch basins to wet detention cond
2 Stormwater runoff from this protect drains to the Cape Fear River Basin
3 Total Project Area 3 99 acres 4 Project Built Upon Area 45 %
5 How many drainage areas does the project have9 1
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
aeon 1>�rari�a e Area 1 Dra�na�`e"`Area
Receiving Stream Name UT to Smith Creels
Receiving Stream Class C-SW
Drainage Area 173,626 sf 13 99 ac
Existing Impervious * Area 0
Proposed Impervious* Area 76,800 sf / 1 76 ac
% Impervious* Area total 45 0%
On -site Buildings 8450 sf 10 19 ac
On -site Streets 0
On -site Parkinincluding curb & gutter) 63,500 sf / 1 46 ac
On -site Sidewalks 1815 sf / 0 04 ac
Other on -site future building 3030 sf / 0 07 ac
Off -site NIA
Total 76,800 sf 1 1 76 ac Total
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc �� 1 7 — ^�
Form SW U-101 Version 3 99 Page 2 of 4
SEP 2 2 2a46
BY - - l

7 How was the off -site impervious area listed above denved9 NIA
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
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
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
All permitted runoff from 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
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Forth SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
SEP 2 2 2006
7BY
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
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 Forin 5Q&
• One copy of the applicable supplemwt
(s) for each BMP i5�(,a• Perimt applicat>on processing fee ofayable to NCDENR) BQ61
• Detailed narrative description of stormwater treatment / management 5RR
• Two copies of plans and specifications, including _ fg_
- 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
- 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)
VR 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
8R&ay R
Designated agent (individual or firm) ESP Associates, P A
Marling Address 2120-8 Capital Drive
City _Wilmington _ State NC Zip 28405
Phone [phone] Fax [phone]
VM. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed to Generallnformation, item 2) Larry OberVell ,
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be construct5d in conformance with the approved plans, that the required deed restrictions and
protective covenants will be re rdec an�ilha�the posed �rolect complies with the requirements of 1 SA NCAC
2H 1000 i� /J / ,(
Signature Date
Form SWU-101 Version 3 99 Page 4 of 4
SEP 2 2 2006
IN

Michael F Easley, Governor
William G Ross Jr , Secretary
North Carolina Department of Environment and Natural Resources
Alan W Khmek, P E Director
Division of Water Quality
October 10, 2006
Mr Larry Oberkfell, President
Schwan's Home Service, Inc
115 W College Drive
Marshall, NM 56258
Subject: Request for Additional Information
Stormwater Project No. SW8 060912
Schwan's Warehouse and Distribution Facility
New Hanover County
Dear Mr Oberkfell
The Wilmington Regional Office received a Stormwater Management Permit Application for
Schwan's Warehouse and Distribution Facility on September 22, 2006 A preliminary review of that
information has determined that the following information is needed to continue the stormwater review
1 Please either delineate all wetlands on site, disturbed or undisturbed, or note on the sealed plans
that none exist Ponds may not be located in wetland areas
2 Please note on the sealed plans that all roof drains must be directed into the permitted
stormwater control system and into the pond
3 Please verify pond orifice sizing to achieve a drawdown between 2 — 5 days It appears that
rounding of numbers may have resulted in an actual drawdown of 1 8 days Consider using a 6"
o c pipe sleeve with end cap and drill opening to appropriate size for drawdown between 2 —5
days
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to November 15, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of all
required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter and to the attention of
Mr Cameron Weaver The request must indicate the date by which you expect to submit the required
information The Division is allowed 90 days from the receipt of a completed application to issue the
permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject to
enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original documents must
be returned or new originals must be provided Copies are not acceptable If you have any questions
concerning this matter please feel free to call me at [phone]
incerely
--6
Ma*sPeZnitting
ugle
Exp
ED/mjn S1WQSISTORMWATERIADDINF0120051060912 oct06
CC Barry R Guise, P E , ESP Associates, 910-313-6648 [fax6823] lCarol a vrturali
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwaterquality org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled190% Post Consumer Paper

P 1
FILE MODE
---------------
729 MEMORY TX
COMMUNICATION RESULT REPORT ( OCT 11 2006 3 40PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
9-3136823
P 2/2
-------------------------------------------------_—_—_-----------------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
Phone [phone]
Tot Mr. Barry R Guise, RE
MlMael F. Easley, Governor
William G Rose Jr , Secretary
North Carolina Department of Envlror►merit and Natural Resources
Alan W KlimeK. P D Director
Division of Water Qua My
Caleen Fi Sullins, Deputy Director
Division of Water Quality
Fmnr. M J Naugle
ESP Associates, PA
Rule 910 —313-5823 Pages: 1 of 2
P 910- 313.660 oat& 10/11/2M6
Re: Schwan's Warehouse and Distribution CCt Tim Price
Facility—SWS OW917

9/21/2006 Schwan Foods Job # UD06 400
TTP Driveway Culvert Calculabons
DRIVEWAY
CULVERT DESIGN
LOCATION
AREA
RUNOFF
I RAIN
FLOW
PIPE DATA
FROM
TO
SUB
TOTAL
(Acre)
TOTAL
(Acre)
COEFF
C
INT
I
(Enlhr)
Q=CIA
(C F S
REQ'D)
TYPE
1
N LENGTH
(ft)
S %
I
SIZE VEL
(in) (fps)
Q HI LOW ELEV
AVAIL INV INV HEAD
(cfs) (ft)
FES #1
FES #2
020
080
10 00
160
RCP
0 012 50
0 60%
15 13
5 44 2610 2580 020

9/21/2006 Schwan Foods Job # UD06 400
TTP Sediment Basin Design
Sediment Basin Design
Surface
Surface
Area
Area
Weir
Sediment
Drainage
Volume
Volume
Q
Required
Provided
Dimensions
Length
Basin #
Area ac
Required cf
Provided (cf)
(cfs)
(sf
s
LxWxD
ft
1
499
8982
48,340
21 1
9209
19,100
301 x 63 x 3
10

9/21/2006 Schwan Foods Job # UD06 400
TTP Energy Dissipator Calculations
Energy Dissipator Calculations
Energy Dissipator #
Q cfs
*Dimensions LxWxD
Pipe Size inches
FES-2
082
5'x5'x12"
15
FES-3
809
10' x 10' x 12"
24
FES-4 & FES-5
253
10' x 10' x 12"
24
*Flow in each pipe is below minimum for energy dissipators per chart
8 06 3 Dimensions shown are for minimum size deemed acceptable by
engineer

Worksheet for Swale - 1
Friction Method Manning Formula
Solve For Normal Depth
Roughness Coefficient
0 030
Channel Slope
000500
ft/ft
Left Side Slope
300
ft/ft (H V)
Right Side Slope
300
ft/ft (H V)
Bottom Width
200
ft
Discharge
022
ft'/s
Normal Depth
0 12
ft
Flow Area
029
ftT
Wetted Perimeter
276
ft
Top Width
273
ft
Critical Depth
007
ft
Critical Slope
003325
ft/ft
Velocity
077
ft/s
Velocity Head
001
ft
Specific Energy
013
ft
Froude !Number
042
Flow Type
Subcritical
Downstream Depth 0 00 ft
Length 000 ft
Number Of Steps 0
Upstream Depth 000 ft
Profile Description
Profile Headloss 000 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0 12 ft
Critical Depth 007 ft
Channel Slope 000500 ft/ft
Critical Slope 003325 ft/ft
Bentley Systems, Inc Haestad Methods Solution Center Bentley FlowMastar [08 01 066 00]
912012006 5 47 52 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1
RER C `, -f
SEP 2 2 2006
BY

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Scenario: 2-yr
ESP Pipe Report
Label
Upstrearr
Downstream
Upstream
Upstream
Length
Pipe
Hydraulic
Section
Man ningE
Upstrearrownstrea
Total
Full
Upstrearr
Hydraulic
Node
Node
Inlet
C.
(ft)
Slope
Slope
Size
n
Invert
Invert
System
Capacity
Ground
Grade
Area
M
(°.6)
Elevation
Elevation
Flow
(cfs)
Elevation
Line 1n
(acres)
(ft)
(ft)
(cfs)
(ft)
(ft)
P-1
CB-1
C13-2
022
043
9800
04082
00089
15 inch
0 013
2330
2290
062
413
2690
2388
P-1A
FES-1
FES-2
020
080
5000
06000
06249
15 inch
0 013
2610
2580
082
500
2810
2645
P-2
C13-2
C13-5
028
064
10000
04000
02937
24 inch
0 013
2290
2250
679
1431
2710
2387
P-3
C13-3
C13-2
089
061
15900
04403
03519
24 inch
0 013
2360
2290
541
1501
2690
2443
P-4
CB-4
C13-3
067
079
112 00
03571
02312
18 inch
0 013
2400
2350
271
628
2690
2469
P-5
CB-5
FES-3
041
069
12500
04000
04510
24 inch
0 013
2250
2200
809
1431
2710
2358
P-6
I CB-6
I CB-1
1 0301
0101
61 001
049181
0 0018115
inch
1 0 013L
23 601
23301
0 15
4531
265012388
rn
I V
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Title SCHWAN FOODS Project Engineer C tAWRENCE SNEEDEN JR PE
g 1—lcalculations1ud06_ptpe rev stm ESP Associates PA StormCAD v5 5 [5 50061
09/21/06 02 46 13 PM 0 Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 USA [phone] Page 1 of 1

Scenario 10-yr
ESP Pipe Report
Label
Upstrearr
Downstream
Jpstream
Upstream
Length
Pipe
Hydraulic
Section
ManningsUpstrearr:)ownstrearr
Total
Full
Jpstrearr
Hydraulic
Node
Node
Inlet
"C"
(ft)
Slope
Slope
Size
n
Invert
Invert
System
Capacity
Ground
Grade
Area
M
(%)
Elevation
Elevation
Flow
(cfs)
Elevation
Line In
(acres)
(ft)
(ft)
(cfs)
(ft)
(ft)
P-1
CB-1
C13-2
022
043
9800
04082
00103
15 inch
0 013
2330
2290
078
413
2690
2402
P-1 A
FES-1
FES-2
020
080
5000
06000
06283
15 inch
0 013
2610
2580
1 02
500
2810
2650
P-2
C13-2
C13-5
028
064
10000
04000
02693
24 inch
0 013
2290
2250
848
1431
2710
2401
P-3
CB-3
C13-2
089
061
15900
04403
03328
24 inch
0 013
2360
2290
674
1501
2690
2454
P4
C13-4
CB-3
067
079
11200
03571
02226
18 inch
0 013
2400
2360
337
628
2690
2479
P-5
C13-5
FES-3
041
069
12500
04000
04823
24 inch
0 013
2250
2200
1011
1431
2710
2374
P-6
I C13-6
I C13-1
1 0301
0101
61001
049181
0 0009
115 inch
1 00131
23601
23301
0191
4531
26501
2402
I.
7
J
1
�
Title SCHWAN FOODS Protect Engineer C LAWRENCE SNEEDEN JR PE
g 1 lcatculations1ud06_pipe rev stm ESP Associates PA StormCAD v5 5 [5 5006]
09/21/06 02 46 18 PM m Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 USA [phone] Page 1 of 1

Scenario 25-yr
ESP Pipe Report
Label
Upstrearr
Downstream
pstrea
Upstream
Length
Pipe
Hydraulic
Section
Manning
pstrea
ownstrea
Total
Full
pstrea
Hydraulic
Node
Node
Inlet
C.
(ft)
Slope
Slope
Size
n
Invert
Invert
System
Capaa
Ground
Grade
Area
(%)
(%)
Elevation
Elevation
Flow
(cis)
Elevation
Line In
(aces)
(ft)
(ft)
(cfs)
(ft)
(ft)
P-1
C13-1
CB-2
022
043
9800
04082
00125
15 inch
0 013
2330
2290
088
413
2690
2413
P-1A
FES-1
FES-2
020
080
5000
06000
06298
15 inch
0 013
2610
2580
1 15
500
2810
2652
P-2
CB-2
CB-5
028
064
10000
04000
02600
24 inch
0 013
2290
2250
961
1431
2710
2411
P-3
C13-3
CB-2
089
061
15900
04403
03115
24 inch
0 013
2360
2290
763
1501
2690
2461
P-4
CB-4
CB-3
067
079
11200
03571
02216
18 inch
0 013
2400
2360
382
628
2690
2486
P-5
CB-5
FES-3
041
069
12500
04000
05116
24 inch
0 013
2250
2200
11 46
1431
2710
2385
P-6
I CB-6
I CB-1
1 0301
0101
61 001
049181
0 0008115
inch
100131
23601
2330102
4531
2650124131
Title SCHWAN FOODS Project Engineer C LAWRENCE SNEEDEN JR PE
g 1 %Cal culatiorns1ud06_]ipe rev stm ESP Assomates PA StormCAD v5 5 (5 5006]
09/21/06 02 46 23 PM 0 Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 USA + 1 -203-755-1666 Page 1 of 1

Scenario 50 yr
ESP Pipe Report
Label
Upstrearr
Downstream
pstrea
lJpstream
Length
Pipe
Hydraulic
Section
Manning
pstrea
ownstrea
Total
Full
pstrea
Hydraulic
Node
Node
in
'C'
(ft)
Slope
Slope
Size
n
Invert
Invert
System
CapacityGround
Grade
Area
Elevation
Elevation
Flaw
(cfs)
Elevation
Line In
(acres)
(ft)
(ft)
(cis)
(ft)
(ft)
P-1
CS-1
CB-2
022
043
9800
04082
00166
15 inch
0 013
2330
2290
096
413
2690
2422
P-1 A
FES-1
FES-2
020
080
5000
06000
06307
15 inch
0 013
2610
2580
1 26
500
2810
2654
P-2
CB-2
CB-5
028
064
10000
04000
02565
24 inch
0 013
2290
2250
1051
1431
2710
2420
P-3
CB-3
CB-2
089
061
15900
04403
02901
24 inch
0 013
2360
2290
834
1501
2690
24 66
P-4
CB-4
CB-3
067
079
11200
03571
02229
18 inch
0 013
2400
2360
417
628
2690
2491
P-5
CB-5
FES-3
041
069
12500
04000
05390
24 inch
0 013
2250
2200
1254
1431
2710
2395
P-6
1 CB-6
I CB-1
1 0301
0101
61 001
049181
0 0006115
inch
10 ML
23 60
23301
0 24
4531
2650124221
M
N
C"
Title SCHWAN FOODS Protect Engineer C LAWRENCE SNEEDEN JR PE
g 1 Icalculations1ud06�_pipe rev stm ESP Associates PA StormCAD v5 5 [5 50061
09/21/06 02 46 28 PM 0 Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 USA + 1 -203-755-1666 Page 1 of 1

Scenario: 100-yr
ESP Pipe Report
Label
Upstream
Downstream
Upstream
Upstream
Length
Pipe
Hydraulic
Section
Mannings
Upstrearrownstrea
Total
Full
Upstream
Hydraulic
Node
Node
Inlet
C.
(ft)
Slope
Slope
Size
n
Invert
Invert
System
Capacity
Ground
Grade
Area
M
Elevation
Elevation
Flow
(cfs)
Elevation
Line In
(acres)
(ft)
(ft)
(cfs)
(ft)
(ft)
P-1
CB-1
CB-2
022
043
9800
04082
00219
15 inch
0 013
2330
2290
104
413
2690
2432
P-1 A
FES-1
FES-2
020
080
5000
06000
06312
15 inch
0 013
2610
2580
136
500
2810
2656
P-2
C13-2
CB-5
028
064
10000
04000
02608
24 inch
0 013
2290
2250
1141
1431
2710
2430
P-3
CB-3
CB-2
089
061
15900
04403
02637
24 inch
0 013
2360
2290
905
1501
2690
2472
P-4
CB-4
CB-3
067
079
11200
03571
02269
18 inch
0 013
2400
2360
452
628
2690
2497
P-5
C13-5
FES-3
041
069
12500
04000
05688
24 inch
0 013
2250
2200
1361
1431
2710
2404
P-6
1 CB-6
I C13-1
1 0301
0101
61001
0 4918
1 0 0009
115 inch
1 00131
23601
23301
0261
4 531
26501
24321
W
�
C n
F ^�
J
p
67
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Title SCHWAN FOODS Protect Engineer C LAWRENCE SNEEDEN JR PE
g 1 1C2lCul2tionslud06_pipe rev stet ESP Associates PA StormCAD v5 5 [5 5006]
09/21/06 02 46 05 PM ® Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 USA [phone] Page 1 of 1