SW8110716_HISTORICAL FILE_20110829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 It 07
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z D I I 03 2 9
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
August 29, 2011
Mr. Robert Taylor, Manager
Taylor & Sullivan, LLC
7057 #1 Beach Dr.
Ocean Isle Beach, NC 28469
Subject: State Stormwater Management Permit No. SW8110716
Family Dollar Holden Beach
High Density Commercial infiltration Basin Project
Brunswick County
Dear Mr. Taylor
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for Family
Dollar Holden Beach on August 26, 2011. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A
NCAC 2H.1000. We are forwarding Permit No. SW8110716 dated August 29, 2011, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project. This permit shall be effective
from the date of issuance until August 29, 2021, and shall be subject to the conditions and limitations as specified
therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a petition with the Office of Administrative Hearings (OAH). The petition must conform
to Chapter 150E of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. A petition is considered filed when it is received in the Office of Administrative Hearings during
normal office hours. The OAH accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m.,
except for official state holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached file
(with restrictions) - provided the signed original, one (1) copy and a filing fee (if a fling fee is required by NCGS
§150B-23.2) is received in the OAH within seven (7) business clays following the faxed or electronic transmission.
Unless such demands are made this permit shall be final and binding. You should contact the OAH with all questions
regarding the filing fee and/or the details of the filing process. The mailing address, telephone and fax numbers for
the Office of Administrative Hearings are: 6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone 919-733-
2698. FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson, at
[phone].
Sincerely,
For Colleen ullins, Director
Division of Water Quality
GDS/kpj: S:1WQS1StormwaterlPermits & Projects120111110716 HD12111 08 permit 110716
cc: Phil Tripp, PE, Tripp Engineering
Inspector, Brunswick County Building Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer service: 1.877-623-6748
Internet .ncvvatemuality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Nahmally

State Stormwater Management Systems
Permit No. SW8 110716
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Taylor & Sullivan, LLC
Family Dollar Holden Beach
1123 Sabbath Home Rd SW, Supply, Brunswick County
FOR THE
construction, operation and maintenance of one infiltration basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter collectively
and separately referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file .
with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 29, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 30,027 square feet of
impervious area.
3. This project has been designed to infiltrate the 10 year 24 hour storm even
without discharge at half of the infiltration rate reported by the soils report.
Therefore, no bypass, vegetated filter strip or additional storage volume is
required.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8
on page 3 of this permit, and as shown on the approved plans. The built -upon
area for the future development is limited to 0 square feet.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 110716
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
7. The project shall provide a 50' wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers, and the mean high
water line of tidal waters.
8. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a. Drainage Area, ?cres:
Onsite, ft :
Offsite, ftZ:
b. Total Impervioul Surfaces, ftZ:
Onsite, ft :
Offsite, ftZ:
C. Design Storm, inches:
d. Basin Depth, feet:
e. Bottom Elevation, FMS6:
f. Bottom Surface Area, ft :
h. Permitted Storage Volume (10yr), ft3:
i. Predevelopment 1 yr 24 hr peak flow, cfs:
J Post -development 1 yr 24 hr peak flow, cfs
k. Type of Soil:
I. Expected Infiltration Rate, in/hr:
M. Seasonal High Water Table, FMSL:
n. Time to Draw Down, hours:
o. Receiving Stream/River Basin:
p. Stream Index Number:
q. Classification of Water Body*:
0.915
39,870
0
30,027
30,027
0
7.08 (10yr storm)
3.5
35.5
4,033 _
19,410
0.27
0.00
Sand
13.5 (per soils report)
33.5
7.6
ICWW / Lumber
15-25
"SA; HQW"
*This site drains to SA waters, but is over a half mile from the receiving stream.
It. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 110716
4. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
5. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
6. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
7. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 110716
III. GENERAL CONDITIONS
1. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
2. This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the project or of the permittee or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change form to
the Division of Water Quality, accompanied by the appropriate documentation as
listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
3. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
in whole or in part, nor the conveyance of common area to a third party shall
constitute an approved transfer request.
4. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
7. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 110716
Permit Issued this the 29t" day of August 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 110716
Family' Dollar Holden Beach
Stormwater Permit No. SW8 110716
Brunswick County
Designer's Certification
I,
State of North
as a duly registered
Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
in the
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 110716
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Inspector, Brunswick County Building Inspections
Page 8 of 8

Job No. 10045
Date: 08/25/11
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] • FAX: [phone]
Email• [e-mail]
LETTER OF TRANSMITTAL
To: NCDENR
Attention: Kelly Johnson
Subject: Family Dollar Holden Beach SW8 110716
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( X ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
Copies Item No. Description
2 C1 Site Plan
2 C2 Site Plan
These are transmitted as checked below:
( X ) For Approval ( ) For Your Use ( ) Sign & Return ( X ) Review
Remarks: Hard copy revised plans as per Your comments Please contact me if you need
any additional information. Thank you
cc:
Signed:_ Lee Galloway

,6 d�- IN 56\\S
From: Johnson, Kelly
Sent: Tuesday, August 23, 2011 10:54 AM
To: 'Lee Galloway' \_
Subject: RE: Family Dollar Holden Beach
OK, thanks. Can you send in that revised sheet, and then we will be good`to-go once I getup with.V.incelHe in
sight
now but I emailed him so the report will show up.
Q�
KJ
From: Lee Galloway [mailto:[e-mail]]
Sent: Tuesday, August 23, 2011 10:46 AM
To: Johnson, Kelly
Subject: RE: Family Dollar Holden Beach
Sorry about that. Our tech didn't revise the DA after the parking lot revisions. However the area is still correct in the
calcs. See attached pdf for revised DA.
Vince did not give us any report in the field.
Let me know if you have any other questions.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p)910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly[mailto:[e-mail]]
Sent: Tuesday, August 23, 2011 10:28 AM
To: Lee Galloway
Subject: FW: Family Dollar Holden Beach
Lee,
Two quick questions:
W1-1A -I—
1.) The DA crosses the parking lot?
2.) Vince isn't in the office. Did he by any chance give you his report? It isn't in his usual spot. If not, I will track
him down and get it.
Thanks,
KJ
1

TRIPP ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
August 22, 2011 WD AUQ 2 $ �011
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Family Dollar Holden Beach
Project No. SW8 110716
TE 10045
Dear Kelly:
In response to your correspondence dated August 9, 2011, we offer the following:
" l Attached are the calculations for the 10-year drawdown in the infiltration basin.
�2: This is by-pass swale to direct off -site drainage around the proposed infiltration
basin. Additional swale spot shots have been added to the revised plan.
3. The drainage area line (0.92 acres) has been added to the revised plan. -CgbW5
r4: A drainage easement has been added to the revised plan. -
5. A site visit with Vincent Lewis was conducted on 8/12/11. Nu C,,- naPx+
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee Galloway
ALG:dcb
Enc.
RECEIVED
AUG 2 2 2011
BY:

Revised 8/22/11 TE 10045
Stormwater Drainage System & Erosion Control
Narrative
Family Dollar Holden Beach
1123 Sabbath Home Road SW, Supply, NC 28462
The Family Dollar project is a commercial site located at 1123 Sabbath Home Road SW
in Supply, NC, Brunswick County, parcel ID 4 202609151632. The site is owned by
Taylor & Sullivan, LLC and contains approximately 1.45 acres. No wetlands exist on the
project site.
Taylor & Sullivan, LLC is proposing to construct one commercial sales building, parking
area, sidewalks, utilities and an infiltration basin. The site will have one drainage area
consisting of 39,870 sf (0.92 acres). New impervious area for this project is estimated to
be 30,027 sf, or 75.3%. The estimated amount of disturbed area is 1.30 acres. All
stormwater runoff from the built upon area (BUA) will be collected and treated in the
proposed infiltration basin. Existing off -site drainage flow that drains towards the
infiltration pond will be directed into a proposed by-pass swale located on the property.
The project is located within the Lumber River Basin and ultimately drains to the
Intracoastal Waterway, classification SA;HQW, Index No. 15-25. The project site is
located further than %z mile from the Intracoastal Waterway.
Unfortunately, the site does not have a sufficient outfall location for the infiltration basin.
Therefore, the basin will be designed to store up to the 100-year storm event with no
outfall. In the case of default within the infiltration basin, a temporary pumping system
will be implemented.
The high density project will be treated by erosion control measures such as drop inlets
with inlet protection, grassed conveyance swales, temporary silt fence, temporary
graveled construction entrance, and an infiltration basin. The infiltration basin will be
designed to meet the State's 1.5" requirement and alternately sized for the 1-yr., 10-yr,
25-yr, and 100-yr storm events. Calculations have been provided to demonstrate that the
10-yr 24-hour storm event can be infiltrated without discharging the system using an
infiltration rate of one-half of the infiltration rate reported in the soils report, therefore
waiving the State required off-line by pass and vegetated filter strip. The maximum
volume allowed per inlet is 2.0 acre -inches (NCDENR BMP Manual section 16.3.3,2).
Per the attached soils report, the SHGWT was approximately 42" below the ground
surface in the location of the proposed infiltration basin. The elevation of the ground
surface at the bore location is approximately elevation 37.0, therefore the SHGWT
elevation is approximately elevation 33.5. The bottom of the infiltration basin has been
set 2' above the SHGWT at elevation 35.5. �_1
AUG 2 2 2011

r
Revised: 8/22/11
ALG
Family Dollar
CN and C Values
10045
PRE DEVELOPMENT
Determine Composite CN Value
from TR-55 Table 2-2 'Soil Type: Sand
Description HSG
CN A (ac)
CN x A
Woods (Good) A
30 0.92
27.60
Open Space (Fair) A
49 0.00
0.00
0.92
27.60
Composite CN Value - 30
Pre Development Composite Runoff Coefficient
Description C
A (ac)
C x A
Woods (Good) 0.06
0.92
0.0552
Lawns, sandy soil, Oat 0.00
0.00
0
0.92
0.0552
Composite C Value - 0.06
POST DEVELOPMENT
Determine Composite CN Value from TR-55 Table 2-2
*Soil Type: Sand
_ Description HSG
CN
A (ac)
CN x A
Impervious -
98
0.69
67.62
Open Space (Fair) A
39
0.23
8.97
0.92
76.59
Composite CN Value - 83
Post Development Composite Runoff Coefficient
Description C
A (ac)
C x A
Impervious 0.95
0.69
0.6555
Lawns, sandy soil, flat 0.10
0.23
0.023
0.92
0.6785
Composite C Value = 0.74
DETERMINE DESIGN RUNOFF DEPTH FOR 1-YR, 24 HR STORM
Pro -Development 1-yr 24hr Storm Event Runoff Depth
COMPUTE DEPTH OF RUNOFF
P = 3.88 INCHES iyr, 24hr PRECIPITATION
CN= 30
S - (1000/CN)-10
S = 23.33
Depth (D) _ (P-0.2S)42/(P+0.8S)
D = 0.03 IN - lyr, 24hr RUNOFF DEPTH
Post -Development 1-yr 24hr Storrs Event Runoff Depth
COMPUTE DEPTH OF RUNOFF
P = 3.88 INCHES 1yr, 24hr PRECIPITATION
CN= 83
S = (1000/CN)-10
S. 2.01
Depth (D) = (P-0.2S)"2/(13+0.8S)
D - 2.20 IN - iyr, 24hr RUNOFF DEPTH
Difference In Depth between Pre-Dev. & Post-Dev. Runoff Depth
D- 2.18 INCHES DESIGN RAINFALL DEPTH
Total Draina a Area
s .O. acres
39,870 1 0.92
Post Development Im ervious Area
Land Use
s . ft.
I acres
Pavement/As ahlt
19,023
0.44
Sidewalk / Concrete
3,004
0.07
Proposed Building8,000
0.18
Total
30,027
0.69
-THEREFORE USE 2.18" AS MINIMUM DESIGN RAINFALL DEPTH FOR VOLUME REQUIREMENT
% impervious = 0.753
= 75.3%
%♦♦\A t CA R �0/1,
=0 ...........
F1SS/0**`%
Fyn' CEl V ED
LByAUG:_-----
G:UOBS\2010\10045-Family Dollancalmll 0045-CN 8 C Value Calm

Revd: 8/22/11 Family Dollar A 10045
ALG Simple Method - Volume Required / Provided Calculations
OPTION #1:
Storage Volume - Non -SA Waters -1.5" Runoff
Volume of Runoff • V • (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05'0.0090a)
Rv a Runoff Coefficient - storm runo# (inches) / storm rainfall (inches)
la • Impervious Fmctbn • Impervious portion of the drainage area (acres) / Drainage area (acres)
le 75.3 %
Rv- 0.73
Design Rainfall Depth = 2.18 in.
Drainage Area = 0.92 acres
Volume Required - 5,298 g'
amVanVOIAl"s5 FamIN Do1lar\nlnt10o4 sm,anvdoma am 2.51nm a 2 v, 24 h,

Rev ed: 8/22/11 Family Dollar A10005
ALG Simple Method - Volume Required / Provided Calculations
30-Year Storm Event
OPTION #V
Storage Volume • Non -SA Waters .10 Year Storm
Volume of Runoff • V • (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv' 0.05.0.008(1A)
Rv' Runoff Coefficient' storm runoff (inches) / storm rainfall (inches)
1A - Impervious Fraction' Impervious portion of the drainage area (acres) / Drainage area (acres)
IA' 75.3 %
Rv' 0.73
Design Rainfall Depth' 7.0e In.
Drainage Area = O.92 acres Volume Required a 17,206 it' r/ /
mVoeSVorgtso.s r.mih WIWX- ,tsso55 vwq. W... ale 10rer

Re%Nsed: 8/22/11 Family Dollar Jff: 10045
ALG Simple Method - Volume Required / Drawdown Calculations
10-Year Storm Event
(Half Infiltration Rate)
Storage Volume - Non -SA Waters -10 Year Storm
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (acres) I Drainage area (acres)
IA= 75.3 %
Rv = 0.73
Design Rainfall Depth = 7.08 in.
Drainage Area = 0.92 acres
Volume Required = 17,206 ft3
Infiltration Drawdown Calculation - 10 Year Storm (Assume Half Infiltration Rate
Infiltration Basin Information
Volume Required =
17,206
fit
Initial Infiltration Rate =
13.50
in/ hr (see soils report)
Half Infiltration Rate =
6.75
in/ hr
Surface Area at Bottom of Basin =
4,033
it'
Elevation at Bottom of Basin =
35.5
Infiltration Volume Rate = 13.50 Way (using half infiltration rate)
InRltr. Vol. Rate = Half Infilt. Rate (Inlhr) x (1 1`1/121n) x (1 hr10.04167days)
Available Volume at Bottom of Basin = 54,441 ft3/day
Available Volume at Bottom of Basin = Surf. Area at Bottom of Basin (ft=) x Infiltration Volume Rate (ft/day)
Infiltration Basin Drawdown = 0.316 days n -TU
In011r. Basin Drawdown = Volume Required (fta) x (1 I Available Volume at Bottom of Basin) (daylfta)
G:VOBS\2010\10045-Family Dollar\cala\10045 Simple Method Infiltration - 10 Year -half infiltrate

I r
Revised: 8/22/11 Family Dollar 10045
ALG Stomiwater Infiltration Basin Routing
1-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 1 YR
4.87 WHIR
Oe • 0.27 CFS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P= 3.88 INCHES tyr, 24hr PRECIPITATION
CN= 83
S = (1000/CN).10
S = 2.05
Depth (D) = (P-0.2S)^2/(P-0.8S)
D = 2.18 IN -1 yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tip, = )(43.5)(D)(Aree)) / Op
Tp= 26.34 MINUTES
Storage Volume Req'0 = (Op-Oa)'Tp'1.39'60
6,693 cu. ft.
CALCULATE Ke AND b
SET NORMAL ELEVATION AT = 35.50 feet
WATERSHED AREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.74
TIME OF CONCENTR
5.00 MIN
INTENSITY 1 YR
4.87 IN/HR
Op = 3.32 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
2 esl
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
35.50
4033
0
0
0
0
0
0.00
36.00
4435
2,117
2,117
0.5
7.6578
-0,6931
0.51
37.00
6290
4,863
6,980
1.5
8.8507
0.4055
1.46
38.00
6200
5,745
12,725
2.5
9.4513
0.9163
2.47
39.00
7170
6,685
19.410
3.5
9.8735
1,2528
3.59
Regression Output:
Ks =
4663
b-
1.13
X Coefficient
8.43
G VOBS\i010110046.Family DalleMalp\100451nitaalian Rwtirp tyr24hr

Revised: 8122/11 Family Dollar 10045
ALG Stormwater Infiltration Basin Routing
1-year 24hr Stone
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
0.27 Cis
Op =
3.32 Cis
' Infiltration rate = 13.5 In/hr
Tp =
26.3 min
(See Soils Report)
dT=
1 min
BASIN DATA
Basin
Drawdown Time • 1.8 hours
Ks =
4563
(see Page 3 this report)
b=
1.13
Zo =
35.50 it
Normal water elev, =
35.50 it
Peak Outflow •
0.00 cfs
Box Weir
Length =
0 it
Peak Stage =
35.98 it
Cw=
0.0
Maximum Storage=
2,009 wfi
ZCr =
0.00 it
Control Holes:
State Orifice: Old =
0.00 in
Dd=
0in
Iml=
0.00 it
Cd =
0
Weir: L =
0 in
Zi =
0.00 it
Inv =
0.0 it
Time
Inflow
Storage
Stage
Outflow
W Riser
Barrel
Orifice
Weir
IFStore
Infiltrate
(min)
(Cfs)
ICU it)
(it)
(cfs)
(Cfs)
(Cfs)
(Cfs)
(cfs)
ICU it)
(Cp
0
0.0
0
35.50
0
0
0
0
0.00
0.0
0.0
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
75.6
2
0.0
1
35.50
0.00
0.00
0.0
0.00
0.00
0.0
151.2
3
0.1
4
35.50
0.00
0.00
0.0
0.00
0.00
0.0
226.9
4
0.2
10
35.50
0.00
0.00
0.0
0.00
0.00
0.0
302.5
5
0.3
21
35.50
0.00
0.00
0.0
0.00
0.00
0.0
378.1
6
0.4
38
35.50
0.00
0.00
0.0
0.00
0.00
0.0
453.7
7
0.5
62
35.50
0.00
0.00
0.0
0.00
0.00
0.0
529.3
8
0.7
95
35.50
0.00
0.00
0.0
0.00
0.00
0.0
605.0
9
0.9
137
35.50
0.00
0.00
0.0
0.00
0.00
0.0
680.6
10
1.0
189
35.50
0.00
0.00
0.0
0.00
0.00
0.0
756.2
11
1.2
252
35.50
0.00
0.00
0.0
0.00
0.00
0.0
831.8
12
1.4
326
35.50
0.00
0.00
0.0
0.00
0.00
0.0
907.4
13
1.6
411
35.50
0.00
0.00
0.0
0.00
0.00
0.0
983.0
14
1.8
509
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1058.7
15
2.0
618
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1134.3
16
2.2
739
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1209.9
17
2.4
872
35.50
0.00
O.OD
0.0
0.00
0.00
0.0
1285.5
18
2.6
1015
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1361.1
19
2.7
1169
35.50
0.00
0.013
0.0
0.00
0.00
0.0
1436.8
20
2.9
1332
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1512.4
21
3.0
1504
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1588.0
22
3.1
1683
35.51
0.00
0.00
0.0
0.00
0.00
19.3
1663.6
23
3.2
1889
35.54
0.00
0.00
0.0
0.00
0.00
129.6
1739.2
24
3.3
2060
35.58
0.00
0.00
0.0
0.00
0.00
245.1
1814.9
25
3.3
2255
35.61
0.00
0.00
0.0
0.00
0.00
364.5
1890.5
26
3.3
2453
35.64
0.00
0.g0
0.0
0.00
0.00
486.6
1966.1
27
3.3
2652
35.67
0.00
0.00
0.0
0.00
0.00
609.8
2041.7
28
3.3
2850
35.70
0.00
0.00
0.0
0.00
0.00
732.8
2117.3
29
3.2
3047
35.73
0.00
0.00
0.0
0.00
0.00
854.2
2192.9
30
3.2
3241
35.76
0.00
0.00
0.0
0.00
0.00
972.5
2268.6
31
3.1
3431
35.78
0.00
O.DO
0.0
0.00
0.00
1086.5
2344.2
32
3.0
3615
35.81
0.00
0.00
0.0
0.00
0.00
1194.9
2419.8
33
2.8
3792
35.83
0.00
0.00
0.0
0.00
0.00
1296.4
2495.4
34
2.7
3961
35.65
0.00
0.00
0.0
0.00
0.00
1390.2
2571.0
35
2.6
4122
35.87
0.00
0)0
0.0
0.00
0.00
1475.8
2646.7
36
2.4
4276
35.89
0.00
0.00
0.0
0.00
0.00
1553.7
2722.3
37
2.3
4422
35.90
0.00
0.00
0.0
0.00
0.00
1624.1
2797.9
38
2.2
4561
35.92
0.00
0 DO
0.0
0.00
0.00
1687.6
2873.5
39
2.1
4693
35.93
0.00
0.00
0.0
0.00
0.00
1744.3
2949.1
40
2.0
4819
35.94
0.00
000
0.0
0.00
0.00
1794.7
3024.8
41
1.9
4939
35.95
0.00
000
0.0
0.00
0.00
1839.0
3100.4
42
1.8
5054
35.96
0.00
000
0.0
0.00
0.00
1877.5
3176.0
43
1.7
5162
35.96
0.00
0.00
0.0
0.00
0.00
1910.5
3251.6
44
1.6
5266
35.97
0.00
0.00
0.0
0.00
0.00
1938.3
3327.2
45
1.6
5364
35.97
0.00
0.00
0.0
0.00
0.00
1961.2
3402.8
46
1.5
5458
35.98
0.00
0.00
0.0
0.00
0.00
1979.2
3478.5
47
1.4
5547
35.98
0.00
0.00
0.0
0.00
0.00
1992.8
3554.1
G:U0e5@0t000P1SF9mi1y
0ollancalcsuoo,is InfiRrallon
R WbW
1yr24hr

Revised: 8122/11
Family Dollar
10045
ALG
Stormwater Infiltration Basin Routing
1-year 24hr Sion
48
1.3
5632
35.98
0.00
0.00
0.0
0.00
0.00
2002.1
3629.7
49
1.3
5713
35.98
0.00
0.00
0.0
0.00
0.00
2007.3
3705.3
50
1.2
5789
35.98
0.00
0.00
0.0
0.00
0.00
2008.5
3780.9
51
1.2
5863
35.98
0.00
0.00
0.0
0.00
0.00
2006.1
3856.8
52
1.1
5932
35.98
0.00
0.00
0.0
0.00
0.00
2000.2
3932.2
53
1.1
5999
35.98
0.00
0.00
0.0
0.00
0.00
1990.9
4007.8
54
1.0
6062
35.98
0.00
0.00
0.0
0.00
0.00
1978.4
4083.4
55
1.0
6122
35.97
0.00
0.00
0.0
0.00
0.00
1962.9
4159.0
50
0.9
6179
35.97
0.00
0.00
0.0
0.00
0.00
1944.5
4234.7
57
0.9
6234
35.97
0.00
0.00
0.0
0.00
0.00
1923.3
4310.3
58
0.8
6285
35.96
0.00
0.00
0.0
0.00
0.00
1899.5
4385.9
59
0.8
6335
35.96
0.00
0.00
0.0
0.00
0.00
1873.2
4461.5
60
0.7
6382
35.95
0.00
0.00
0.0
0.00
0.00
1844.6
4537.1
61
0.7
6426
35.94
0.00
0.00
0.0
0.00
0.00
1813.6
4612.7
62
0.7
6469
35.94
0.00
0.00
0.0
0.00
0.00
1780.6
4688.4
63
0.6
6509
35.93
0.00
0.00
0.0
0.00
0.00
1745A
4764.0
64
0.0
6548
35.92
0.00
0.00
0.0
0.00
0.00
1708.4
4839.6
65
0.6
6585
35.91
0.00
0.00
0.0
0.00
0.00
1669.4
4915.2
66
0.6
6620
35.90
0.00
0.00
0.0
0.00
0.00
1628.7
4990.8
67
0.5
6653
35.89
0.00
0.00
0.0
0.00
0.00
1586.3
5066.5
68
0.5
6684
35.88
0.00
0.00
0.0
0.00
0.00
1542A
5142.1
69
0.5
6715
35.87
0.00
0.00
0.0
0.00
0.00
1496.9
5217.7
70
0.5
6743
35.86
0.00
0.00
0.0
0.00
0.00
1449.9
5293.3
71
0.4
6770
35.85
0.00
0.00
0.0
0.00
0.00
1401.6
5368.9
72
OA
6796
35.84
0.00
0.00
0.0
0.00
0.00
1351.9
5444.6
73
0.4
6821
35.83
0.00
0.00
0.0
0.00
0.00
1301.0
5520.2
74
0.4
6845
35.82
0.00
0.00
0.0
0.00
0.00
1248.9
5595.8
75
OA
6867
35.81
0.00
0.00
0.0
0.00
0.00
1195.7
5671.4
76
0.3
6888
35.79
0.00
0.00
0.0
0.00
0.00
1141.4
5747.0
77
0.3
6909
35.78
0.00
0.00
0.0
0.00
0.00
1086.1
5822.6
78
0.3
6928
35.77
0.00
0.00
0.0
0.00
0.00
1029.8
5898.3
79
0.3
6946
35.76
0.00
0.00
0.0
0.00
0.00
972.5
5973.9
80
0.3
6964
35.74
0.00
0.00
0.0
0.00
0.00
914.4
6049.5
81
0.3
6981
35.73
0.00
0.00
0.0
0.00
0.00
855.5
6125.1
82
0.3
6996
35.71
0.00
0.00
0.0
0.00
0.00
795.7
6200.7
83
0.2
7012
35.70
0.00
0.00
0.0
0.00
0.00
735.2
6276.4
84
0.2
7026
35.68
0.00
0.00
0.0
0.00
0.00
673.9
6352.0
85
0.2
7040
35.67
0.00
0.00
0.0
0.00
0.00
612.0
6427.6
86
0.2
7053
35.65
0.00
0.00
0.0
0.00
0.00
549.4
6503.2
87
0.2
7065
35.64
0.00
0.00
0.0
0.00
0.00
486.1
6578.8
88
0.2
7077
35.62
0.00
0.00
0.0
0.00
0.00
422.3
6654.5
89
0.2
708E
35.61
0.00
0.00
0.0
0.00
0.00
357.9
6730.1
90
0.2
7099
35.59
0.00
0.00
0.0
0.00
0.00
293.0
6805.7
91
0.2
7109
35.57
0.00
0.00
0.0
0.00
0.00
227.5
6881.3
92
0.2
7119
35.55
0.00
0.00
0.0
0.00
0.00
161.6
6956.9
93
0.1
7128
35.53
0.00
0.00
0.0
0.00
0.00
95.2
7032.5
94
0.1
7136
35.51
0.00
0.00
0.0
0.00
0.00
28.3
7108.2
95
0.1
7145
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7183.8
96
0.1
7153
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7259.4
97
0.1
7160
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7335.0
98
0.1
7168
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7410.6
99
0.1
7174
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7486.3
100
0.1
7181
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7561.9
101
0.1
7187
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7637.5
102
0.1
7193
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7713.1
103
0.1
7199
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7788.7
104
0.1
7204
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7864.4
105
0.1
7209
35.50
0.00
0.00
0.0
0.00
0.00
0.0
7940.0
106
0.1
7214
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8015.6
107
0.1
7219
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8091.2
108
0.1
7223
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8166.8
109
0.1
7227
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8242.4
110
0.1
7231
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8318.1
111
0.1
7235
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8393.7
112
0.1
7239
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8469.3
113
0.1
7242
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8544.9
114
0.1
7245
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8620.5
115
0.0
7248
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8696.2
116
0.0
7251
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8771.8
117
0.0
7254
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8847.4
118
0.0
7257
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8923.0
119
0.0
7259
35.50
0.00
0.00
0.0
0.00
0.00
0.0
8998.6
120
0.0
7262
35.50
0.00
0.00
0.0
0.00
0.00
0.0
9074.3
121
0.0
7264
35.50
0.00
0.00
0.0
0.00
0.00
0.0
9149.9
122
0.0
7266
35.50
0.00
0.00
0.0
0.00
0.00
0.0
9225.5
123
0.0
7268
35.50
0.00
OAO
0.0
0.00
0.00
0.0
9301.1
124
0.0
7270
35.50
0.00
O.CO
0.0
0.00
0.00
0.0
9376.7
125
0.0
7272
35.50
0.00
0.00
0.0
0.00
0.00
0.0
9452.3
GVOBS\2010%10045*grnilyDolloM M6045Infitvatio351(191ng
lyt24hr
0.00
0.00
0.0
0.00
0.00
0.0
9528.0

r T.
Revised; 8/22/11 Family Dollar 10045
ALG Stormwater Infiltration Basin Roufing
10-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 10 YR
7.23 IN/HR
Oa= 0.40 CFS
Oa - PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 7.00 INCHES 10yr, 24hr PRECIPITATION
CN= 83
S - (1000/CN)-10
S = 2.05
Depth (D) _ (P-0.2S)A2/(P+O.SS)
D = 5.03 IN -10yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = ((43.5)(D)(Area)) / Op
TIP = 40.88 MINUTES
Storage Volume Req'd = (Op-Oa)'Tp'1.39.60
15,420 cu. ft.
CALCULATE Ke AND It
SET NORMAL ELEVATION AT = 35.50 feet
AFTER DEVELOPMENT
WATERSHED AREA
0.92 ACRES
HYDRAULIC LENGTH
37 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.74
TIME OF CONCENTR
5.00 MIN
INTENSITY 10 YR
7.231N/HR
op. 4.92 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
InS
InZ
Zeal
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
35.50
4033
0
0
0
0
0
0.00
36.00
4435
2.117
2,117
0.5
7.6578
-0.6931
0.51
37.00
5290
4,863
6,980
1.6
8,8507
0.4055
1.46
38.00
6200
5,745
12,725
2.5
9.4513
0.9163
2.47
39.00
7170
6,685
19,410
3.5
9,6735
1.2528
3.59
Regression Output:
Ke -
4563
D=
1.13
X Coefficient
8.43
G;UOBSVOl Ml004SFamily O=IlaR tma i0045 Infiltration Routing 10y 24hr

Revised: 6122/11
Family Dollar
10045
ALG
Slormwater In611ration Basin
Routing
10-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
0.40 cis
Op =
4.92 cfs
' Infiltration rate =
13.5 Inlhr
TIP =
40.9 min
(See Soils Report)
dT=
1 min
BASIN DATA
Basin
Drawdown Time • 3.7 hours
Ks =
4563
(see Page 4 this report)
b-
1.13
Zo =
35.50 it
Normal water slay, =
35.50 it
Peak Outflow -
0.00 cfs
Box Weir
Length =
0 it
Peak Stags =
37.07 It
Cw =
0.0
Maximum Storage =
7,600 cu 0
Zcr =
0.00 it
Control Holes:
State Orifice:
Dia =
0.00 in
Did =
0in
Inv=
0.00 it
Cd=
0
Weir: L=
0in
Zi=
0.00 It
Inv=
0.0 It
Time
Inflow
Storage
Stage
Outflow
W Riser
Barrel
Orifice
Weir
IFStore
Infiltrate
(min)
(cfs)
(cu M)
(fl)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cu a)
(cf)
0
0.0
0
35.50
0
0
0
0
0.00
0.0
0.0
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
75.6
2
0.0
0
35.60
0.00
0.00
0.0
0.00
0.00
0.0
151.2
3
0.1
2
35.50
0.00
0.00
0.0
0.00
0.00
0.0
226.9
4
0.1
6
35.50
0.00
0.00
0.0
0.00
0.00
0.0
302.5
5
0.2
13
35.50
0.00
0.00
0.0
0.00
0.00
0.0
378.1
6
0.3
24
35.60
0.00
0.00
0.0
0.00
0.00
0.0
453.7
7
0.3
39
35.50
0.00
0.00
0.0
0.00
0.00
0.0
529.3
8
0.5
60
35.50
0.00
0.00
0.0
0.00
0.00
0.0
605.0
9
0.6
87
35.50
0.00
0.00
0.0
0.00
0.00
0.0
680.6
10
0.7
121
35.50
0.00
0.00
0.0
0.00
0.00
0.0
756.2
11
0.8
163
35.50
0.00
0.00
0.0
0.00
0.00
0.0
831.8
12
1.0
212
35.50
0.00
0.00
0.0
0.00
0.00
0.0
907.4
13
1.1
271
35.50
0,00
0,00
0.0
0.00
0.00
0.0
983.0
14
1.3
338
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1058.7
15
1.5
416
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1134.3
16
1.6
504
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1209.9
17
1.8
602
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1285.5
18
2.0
711
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1361.1
19
2.2
831
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1436.8
2D
2.4
963
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1512.4
21
2.6
1105
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1588.0
22
2.8
1259
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1663.6
23
2.9
1425
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1739.2
24
3.1
1601
35.50
0.00
0.00
0.0
0.00
0,00
0.0
1814.9
25
3.3
1789
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1890.5
26
3.5
1987
35.51
0.00
0.00
0.0
0.00
0.00
21.0
1966.1
27
3.7
2196
35.55
0.00
0.00
0.0
0.00
0.00
154.3
2041.7
28
3.0
2415
35.59
0.00
0.00
0.0
0.00
0.00
297.6
2117.3
29
4.0
2644
35.63
0.00
0.00
0.0
0.00
0.00
450.7
2192.9
30
4.1
2882
35.67
0.00
0.00
0.0
0.00
0.00
613.1
2268.6
31
4.2
3128
35.71
0.00
0.00
0.0
0.00
0.00
784.1
2344.2
32
4A
3383
35.75
0.00
0.00
0.0
0.00
0.00
963.3
2419.8
33
4.5
3645
35.80
0.00
0.00
0.0
0.00
0.00
1149.9
2495.4
34
4.6
3914
35.84
0.00
0.01)
0.0
0.00
0.00
1343.4
2571.0
35
4.7
4190
35.88
0.00
0.09
0.0
0.00
0.00
1542.9
2646.7
36
4.8
4470
35.93
0.00
0.00
0.0
0.00
0.00
1747.8
2722.3
37
4.8
4755
35.97
0.00
0.00
0.0
0.00
0.00
1957.3
2797.9
38
4.9
5044
36.02
0.00
0.00
0.0
0.00
0.00
2170.5
2873.5
39
4.9
5336
36.06
0.00
0.00
0.0
0.00
0.00
2386.6
2949.1
40
4.9
5630
36.11
0.00
0.00
0.0
0.00
0.00
2604.8
3024.8
41
4.9
5925
36,15
0.00
0.00
0.0
0.00
0.00
2824.2
3100.4
42
4.9
6220
36.20
0.00
0.00
0.0
0.00
0.00
3043.9
3176.0
43
4.9
6515
36.24
0.00
0.D0
0.0
0.00
0.00
3263.0
3251.6
44
4.9
6808
36.29
0.00
0.00
0.0
0.00
0.00
3480.8
3327.2
45
4.8
7099
36.33
0.00
0.00
0.0
0.00
0.00
3696.3
3402.8
46
4.7
7387
36.37
0.00
o.ao
0.0
0.00
0.00
3908.6
3478.5
47
4.7
7671
36.41
0.00
0.00
0.0
0.00
0.00
4117.1
3554.1
G V0BS12010110045-Family Douarlcak,;1i00451nritration Routing
toy24hr

Revised: 8/22/11
Family Dollar
10045
ALG
Stormviater Infiltration Basin
Routing
10-year 24hr Storm
48
4.6
7950
36.45
0.00
0.00
0.0
0.00
0.00
4320.7
3629.7
49
4.5
8224
36.49
0.00
0.00
0.0
0.00
0.00
4518.9
3705.3
50
4.3
8492
36.53
0.00
0.00
0.0
0.00
0.00
4710.7
3780.9
51
4.2
8752
36.56
0.00
0.00
0.0
0.00
0.00
4895.6
3856.6
52
4.1
9005
36.60
0.00
0.00
0.0
0.00
0.00
5072.9
3932.2
53
4.0
9250
36.63
0.00
0.00
0.0
0.00
0.00
5242.5
4007.8
54
3.8
9488
36.68
0.00
0.00
0.0
0.00
0.00
5404.5
4083.4
55
3.7
9718
36.69
0.00
0.00
0.0
0.00
0.00
5559.0
4159.0
56
3.6
9941
36.72
0.00
0.00
0.0
0.00
0.00
5706.3
4234.7
57
3.5
10157
36.74
0.00
0.00
0.0
0.00
0.00
5846.7
4310.3
58
3.4
10366
36.77
0.00
0.00
0.0
0.00
0.00
5980.2
4385.9
59
3.3
10569
36.79
0.00
0.00
0.0
0.00
0.00
6107.3
4461.5
60
3.2
10765
36.82
0.00
0.00
0.0
0.00
0.00
6228.0
4537.1
81
31
10955
36.84
0.00
0.00
0.0
0.00
0.00
6342.5
4612.7
62
3.0
11139
36.86
0.00
0.00
0.0
0.00
0.00
6451.1
4688.4
63
2.9
11318
36.88
0.00
0.00
0.0
0.00
0.00
6553.9
4764.0
64
2.8
11491
36.89
0.00
0.00
0.0
0.00
0.00
6651.2
4839.6
65
2.7
11658
36.91
0.00
0.00
0.0
0.00
0.00
6743.0
4915.2
66
2.6
11820
36.93
0.00
0.00
0.0
0.00
0.00
6829.6
4990.8
67
2.5
11978
36.94
0.00
0.00
0.0
0.00
0.00
6911.1
5066.5
68
2.5
12130
36.96
0.00
0.00
0.0
0.00
0.00
6987.7
5142.1
69
2.4
12277
36.97
0.00
0.00
0.0
0.00
0.00
7059.5
5217.7
70
2.3
12420
36.98
0.00
0.00
0.0
0.00
0.00
7126.7
5293.3
71
2.2
12558
36.99
0.00
0.00
0.0
0.00
0.00
7189.5
5368.9
72
2.2
12692
37.00
0.00
0.00
0.0
0.00
0.00
7247.9
5444.6
73
2.1
12822
37.01
0.00
0.00
0.0
0.00
0.00
7302.1
5520.2
74
2.0
12948
37.02
0.00
0.00
0.0
0.00
0.00
7352.3
5595.8
75
2,0
13070
37.03
0.00
0.00
0.0
0.00
0.00
7398.5
5671.4
76
1.9
13188
37.04
0.00
0.00
0.0
0.00
0.00
7440.9
5747.0
77
1.0
13302
37.05
0.00
0.00
0.0
0.00
0.00
7479.6
5822.6
78
1.8
13413
37.05
0.00
0.00
0.0
0.00
0.00
7514.7
5898.3
79
1.7
13520
37.06
0.00
0.00
0.0
0.00
0.00
7546.4
5973.9
80
1.7
13624
37.06
0.00
0.00
0.0
0.00
0.00
7574.7
6049.5
81
1.6
13725
37.07
0.00
0.00
0.0
0.00
0.00
7599.7
6125.1
82
1.6
13822
37.07
0.00
0.00
0.0
0.00
0.00
7621.6
6200.7
83
1.5
13917
37.08
0.00
0.00
0.0
0.00
0.00
7640.5
6276.4
84
1.5
14008
37.08
0.00
0.00
0.0
0.00
0.00
7656.4
6352.0
85
1.4
14097
37.08
0.00
0.00
0.0
0.00
0.00
7669.4
6427.6
Be
1.4
14183
37.08
0.00
0.00
0.0
0.00
0.00
7679.7
6503.2
87
1.3
14266
37.09
0.00
0.00
0.0
0.00
0.00
7687.2
6578.8
88
1.3
14347
37.09
0.00
0.00
0.0
0.00
0.00
7692.2
6654.5
89
1.3
14425
37.09
0.00
0.00
0.0
0.00
0.00
7694.6
6730.1
90
1.2
14500
37.09
0.00
0.00
0.0
0.00
0.00
7694.6
6805.7
91
1.2
14574
37.09
0.00
0.00
0.0
0.00
0.00
7692.3
6881.3
92
1.1
14645
37.09
0.00
0.00
0.0
0.00
0.00
7687.6
6956.9
93
1.1
14713
37.08
0.00
0.00
0.0
0.00
0.00
7880.7
7032.5
94
1.1
14760
37.08
0.00
0.00
0.0
0.00
0.00
7671.7
7108.2
95
1.0
14844
37.08
0.00
0.00
0.0
0.00
0.00
7660.5
7183.6
96
1.0
14907
37.08
0.00
0.00
0.0
0.00
0.00
7647.4
7259.4
97
1.0
14967
37.08
0.00
0.00
0.0
0.00
0.00
7632.3
7335.0
98
0.9
15026
37.07
0.00
0.00
0.0
0.00
0.00
7615.3
7410.6
99
0.9
15083
37.07
0.00
0.00
0.0
0.00
0.00
7596.5
7486.3
100
0.9
15138
37.06
0.00
0.00
0.0
0.00
0.00
7575.9
7561.0
101
0.9
15191
37.06
0.00
0.00
0.0
0.00
0.00
7553.6
7637.5
102
0,8
15243
37.06
0.00
0.00
0.0
0.00
0.00
7529.6
7713.1
103
0.8
15293
37.05
0.00
0.00
0.0
0.00
0.00
7504.0
7788.7
104
0.8
15341
37.05
0.00
0.00
0.0
0.00
0.00
7476.8
7864.4
105
0.8
15388
37.04
0.00
0.00
0.0
0.00
0.00
7448.1
7940.0
106
0.7
15434
37.04
0.00
0.00
0.0
0.00
0.00
7417.9
8015.6
107
0.7
15478
37.03
0.00
0.00
0.0
0.00
0.00
7386.4
8091.2
108
0.7
15520
37.02
0.00
0.00
0.0
0.00
0.00
7353.4
8166.8
109
0.7
15562
37.02
0.00
0.00
0.0
0.00
0.00
7319.1
8242.4
110
0.6
15602
37.01
0.00
0.00
0.0
0.00
0.00
7283.5
8318.1
111
0.6
15640
37.00
0.00
0.00
0.0
0.00
0.00
7246.7
8393.7
112
0.6
15678
37.00
0.00
0.00
0.0
0.00
0.00
7208.E
8469.3
113
0.6
15714
36.99
0,00
0.011
0.0
0.00
0.00
7169.4
8544.9
114
0.6
15750
36.98
0.00
0.00
0.0
0.00
0.00
7129.0
8620.5
115
0,6
16784
36.98
0.00
0.00
0.0
0.00
0.00
7087.5
8696.2
116
0.5
15817
36.97
0.00
0.00
0.0
0.00
0.00
7045.0
8771.8
117
0.5
15849
36.96
0.00
0.00
0.0
0.00
0.00
7001.4
8847.4
118
0.5
15880
36.95
0.00
0.00
0.0
0.00
0.00
6956.8
8923.0
119
0.5
15910
36.94
0.00
0.00
0.0
0.00
0.00
6911.3
8998.8
120
0.5
15939
36.93
0.00
0.00
0.0
0.00
0.00
6864.8
9074.3
121
0.5
15967
36.93
0.00
0.00
0.0
0.00
0.00
6817.4
9149.9
122
0.4
15995
36.92
0.00
0.00
0.0
0.00
0.00
6769.1
9225.5
123
OA
16021
36.91
0.00
0.00
0.0
0.00
0.00
6720.0
9301.1
124
0.4
16047
36.90
0.00
0.00
0.0
0.00
0.00
6670.0
9376.7
125
0.4
16072
36.89
0.00
O.CO
0.0
0.00
0.00
6619.2
9452.3
G1a OSVO10110045Qaally Gollarkif49r95046 Infltrat aWAng 10yf14hr
0.00
0.00
0.0
0.00
0.00
6567.7
9528.0

Revised: 8/22111
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
10-year 24hr Storm
127
0.4
16119
36.87
0.00
0.00
0.0
0.00
0.00
6515.4
9603.6
128
0.4
16142
36.86
0.00
0.00
0.0
0.00
0.00
6462.3
9679.2
129
0.4
18163
36.85
0.00
0.00
0.0
0.00
0.00
6408.6
9754.8
130
0.3
16185
36.84
0.00
0.00
0.0
0.00
0.00
6354.1
9830.4
131
0.3
16205
36.83
0.00
0.00
0.0
0.00
0.00
6299.1
9906.1
132
0.3
16225
36.82
0.00
0.00
0.0
0.00
0.00
6243.3
9981.7
133
0.3
16244
36.81
0.00
0.00
0.0
0.00
0.00
6187.0
10057.3
134
0.3
16263
36.80
0.00
0.00
0.0
0.00
0.00
6130.0
10132.9
135
0.3
16281
36.79
0.00
0.00
0.0
0.00
0.00
6072.5
10208.5
136
0.3
16299
36.78
0.00
0.00
0.0
0.00
0.00
6014.4
10284.2
137
0.3
16315
36.77
0.00
0.00
0.0
0.00
0.00
5955.7
10359.8
138
0.3
16332
36.75
0.00
0.00
0.0
0.00
0.00
5896.5
10435.4
139
0.3
16348
36.74
0.00
0.00
0.0
0.00
0.00
5836.8
10511.0
140
0.2
16363
36.73
0.00
0.00
0.0
0.00
0.00
5776.6
10586.6
141
0.2
16378
36.72
0.00
0.00
0.0
0.00
0.00
5715.9
10662.2
142
0.2
16393
36.71
0.00
0.00
0.0
0.00
0.00
5654.8
10737.9
143
0.2
18407
36.70
0.00
0.00
0.0
0.00
0.00
5593.2
10813.5
144
0.2
10420
36.69
0.00
0.00
0.0
0.00
0.00
5531.1
10889.1
145
0.2
16433
36.67
0.00
0.00
0.0
0.00
0.00
5468.7
10964.7
146
0.2
16446
36.66
0.00
0.00
0.0
0.00
0.00
5405.8
11040.3
147
0.2
16458
36.65
0.00
0.00
0.0
0.00
0.00
5342.5
11116.0
148
0.2
16470
36.64
0.00
0.00
0.0
0.00
0.00
5278.8
11191.6
149
0.2
16482
36.83
0.00
0.00
0.0
0.00
0.00
5214.8
11267.2
150
0.2
16493
36.61
0.00
0.00
0.0
0.00
0.00
5150.4
11342.8
151
0.2
16504
36.60
0.00
0.00
0.0
0.00
0.00
5085.7
11418.4
152
0.2
16515
36.59
0.00
0.00
0.0
0.00
0.00
5020.6
11494.1
153
0.2
16525
36.58
0.00
0.00
0.0
0.00
0.00
4955.1
11569.7
154
0.2
16535
36.56
0.00
0.00
0.0
0.00
0.00
4889.4
11645.3
155
0.2
16544
36.55
0.00
0.00
0.0
0.00
0.00
4823.4
11720.9
156
0.1
16554
36.54
0.00
0.00
0.0
0.00
0.00
4757.0
11796.5
157
0.1
16563
36.52
0.00
0.00
0.0
0.00
0.00
4690.4
11872.1
158
0.1
16571
36.51
0.00
0.00
0.0
0.00
0.00
4623.4
11947.8
159
0.1
16580
36.50
0.00
0.00
0.0
0.00
0.00
4556.2
12023.4
160
0.1
16588
36.49
0.00
0.00
0.0
0.00
0.00
4488.8
12099.0
161
0.1
16596
36.47
0.00
0.00
0.0
0.00
0.00
4421.1
12174.6
162
0.1
16603
36,46
0.00
0.00
0.0
0.00
0.00
4353.1
12250.2
163
0.1
16611
36.45
0.00
0.00
0.0
0.00
0.00
4284.9
12325.9
164
0.1
16618
36.43
0.00
0.00
0.0
0.00
0.00
4216.5
12401.5
165
0.1
16625
36A2
0.00
0.00
0.0
0.00
0.00
4147.8
12477.1
166
0.1
16632
36.41
0.00
0.00
0.0
0.00
0.00
4079.0
12552.7
167
0.1
16638
36.39
0.00
0.00
0.0
0.00
0.00
4009A
12628.3
168
0.1
16645
36.38
0.00
0.00
0.0
0.00
0.00
3940.E
12704.0
169
0.1
16651
36.36
0.00
0.00
0.0
0.00
0.00
3871.1
12779.6
170
0.1
16657
36.35
0.00
0.00
0.0
0.00
0.00
3801.4
12855.2
171
0.1
16662
36.34
0.00
0.00
0.0
0.00
0.00
3731.6
12930.8
172
0.1
16668
36.32
0.00
0.00
0.0
0.00
0.00
3661.5
13006A
173
0.1
16673
36.31
0.00
0.00
0.0
0.00
0.00
3591.3
13082.0
174
0.1
16679
36.30
0.00
0.00
0.0
0.00
0.00
3520.9
13157.7
175
0.1
16684
36.28
0.00
0.00
0.0
0.00
0.00
3450.3
13233.3
176
0.1
16689
36.27
0.00
0.00
0.0
0.00
0.00
3379.6
13308.9
177
0.1
16693
36.25
0.00
0.00
0.0
0.00
0.00
3308.8
13384.5
178
0.1
16698
36.24
0.00
0.00
0.0
0.00
0.00
3237.8
13460.1
179
0.1
16702
36.22
0.00
0.00
0.0
0.00
0.00
3166.6
13535.8
180
0.1
16707
36.21
0.00
0.00
0.0
0.00
0.00
3095.3
13611.4
181
0.1
16711
36.20
0.00
0.00
0.0
0.00
0.00
3023.9
13687.0
182
0.1
16715
36.18
0.00
0.00
0.0
0.00
0.00
2952.3
13762.6
183
0.1
16719
36.17
0.00
0.00
0.0
0.00
0.00
2880.6
13838.2
184
0.1
16723
36.15
0.00
0.00
0.0
0.00
0.00
2808.8
13913.9
185
0.1
16726
36.14
0.00
0.00
0.0
0.00
0.00
2736.9
13989.5
180
0.1
16730
36.12
0.00
0.00
0.0
0.00
0.00
2664.8
14065.1
187
0.1
16733
36.11
0.00
0.00
0.0
0.00
0.00
2592.7
14140.7
188
0.1
16737
36.09
0.00
0.00
0.0
0.00
0.00
2520.4
14216.3
189
0.1
16740
36.06
0.00
0.00
0.0
0.00
0.00
2448.0
14291.9
190
0.1
16743
36.06
0.00
0.00
0.0
0.00
0.00
2375.5
14367.6
191
0.0
16746
36.05
0.00
0.00
0.0
0.00
0.00
2303.0
14443.2
192
0.0
16749
36.03
0.00
0.00
0.0
0.00
0.00
2230.3
14518.8
193
0.0
16752
36.02
0.00
0.00
0.0
0.00
0.00
2157.5
14594.4
194
0.0
16755
36.00
0.00
0.00
0.0
0.00
0.00
2084.7
14670.0
195
0.0
16757
35.99
0.00
0.00
0.0
0.00
0.00
2011.8
14745.7
190
0.0
16760
35.97
0.00
0.00
0.0
0.00
0.00
1938.7
14821.3
197
0.0
16763
35.95
0.00
0.00
0.0
0.00
0.00
1865.6
14896.9
198
0.0
16765
35.94
0.00
0.00
0.0
0.00
0.00
1792.4
14972.5
199
0.0
16767
35.92
0.00
0.00
0.0
0.00
0.00
1719.2
15048.1
200
0.0
16770
35.91
0.00
0.00
0.0
0.00
0.00
1645.9
15123.8
201
0.0
16772
35.89
0.00
0.00
0.0
0.00
0.00
1572.5
15199A
202
0.0
16774
35.87
0.00
0.00
0.0
0.00
0.00
1499.0
15275.0
203
0.0
16776
35.86
0.00
0.00
0.0
0.00
0.00
1425.4
15350.6
204
0.0
16778
35.a4
0.00
0.00
0.0
0.00
0.00
1351.8
15426.2
CW68s1xo1m10a4a9niiy Do111no16a6Ib45 mnaauo35aAAna 10yn4hr
0.00
0.00
0.0
0.00
0.00
1278.2
15501.8

Revised: 8/22/11
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
10-year 24hr Storm
206
0.0
16782
35.81
0.00
0.00
0.0
0.00
0.00
1204.4
15577.6
207
0.0
16784
35.79
0.00
0.00
0.0
0.00
0.00
1130.7
15653.1
208
0.0
16786
35.77
0.00
0.00
0.0
0.00
0.00
1056.8
15728.7
209
0.0
18787
35.78
0.00
0.00
0.0
0.00
0.00
982.9
15804.3
210
0.0
16789
35.74
0.00
0.00
0.0
0.00
0.00
909.0
15879.9
211
0.0
16791
35.72
0.00
0.00
0.0
0.00
0.00
834.9
15955.6
212
0.0
16792
35.71
0.00
0.00
0.0
0.00
0.00
760.9
16031.2
213
0.0
16794
35.69
0.00
0.00
0.0
0.00
0.00
686.8
16106.8
214
0.0
16795
35.67
0.00
0.00
0.0
0.00
0.00
612.6
16182.4
215
0.0
16796
35.65
0.00
0.00
0.0
0.00
0.00
538.4
16258.0
216
0.0
16798
35.63
0.00
0.00
0.0
0.00
0.00
464.2
16333.7
217
0.0
16799
35.61
0.00
0.00
0.0
0.00
0.00
389.9
16409.3
218
0.0
16800
35.59
0.00
0.00
0.0
0.00
0.00
315.6
16484.9
219
0.0
16802
35.57
0.00
0.00
0.0
0.00
0.00
241.2
16560.5
220
0.0
16803
35.55
0.00
0.00
0.0
0.00
0.00
166.8
16636.1
221
0.0
16804
35.53
0.00
0.00
0.0
0.00
0.00
92.4
16711.7
222
0.0
16805
35.51
0.00
0.00
0.0
0.00
0.00
17.9
16787.4
223
0.0
16806
35.50
0.00
0.00
0.0
0.00
0.00
0.0
16863.0
224
0.0
16807
35.50
0.00
0.00
0.0
0.00
0.00
0.0
16938.6
225
0.0
16808
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17014.2
226
0.0
16809
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17089.8
227
0.0
16810
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17165.5
228
0.0
16811
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17241.1
229
0.0
16812
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17316,7
230
0.0
16813
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17392.3
231
0.0
16814
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17467.9
232
0.0
16815
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17543.6
233
0.0
16816
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17619.2
234
0.0
16816
35.50
0.00
0.00
0.0
0.00
0.00
0.0
17694.8
G'.JORS12010110045-Family Gollarv:aI atl00451nfiltra5on Routing 10y24hr

Revised: 8122/11 Family Dollar 10045
ALG Stonnwater Infiltration Basin Routing
25-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 25 YR
8.151N/HR
Oe • 0.46 CFS
Oa - PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P= 8,05 INCHES 25yr, 24hr PRECIPITATION
CN = 83
S = (1000/CN)-10
S. 2.05
Depth (D) _ (P42S)a21(P-0.11S)
D - 6.03 IN - 25yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp • [(43.5)(D)(Area)I I Op
Tp= 43.46 MINUTES
Storage Volume Req'd- (0"8)'Tp'1.39'60
= 18,479 cu.%.
CALCULATE Ka AND b
SET NORMAL ELEVATION AT = 35.50 feet
WATERSHED AREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.74
TIME OF CONCENTR
5.00 MIN
INTENSITY 25 YR
8.15 IN/ R
op. 5.56 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq %)
(cu %)
(cu %)
(%)
(%)
35.50
4033
0
0
0
0
0
0.00
38.00
4435
2,117
2,117
0.5
7.6578
-0.6931
0.51
37.00
5290
4,863
6,980
1.5
8.8507
0,4055
1.46
38.00
6200
5,745
12,725
2.5
9.4513
0.9163
2.47
39.00
7170
6.685
19,410
3.5
9.8735
1,2528
3.59
Regression Output:
••> Ks •
4563
Is-
1.13
X Coefficient
8.43
G',UO85@01011004SFamily O laM Ica1100451nNbalion Rouhng 25y24hr

Revised: 8/22/11 Family Dollar 10045
ALG Stormwater Infiltration Basin Routing
25-year 24hr Slam
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
as =
0.45 cis
Op =
5.55 cfs
' Infiltration rate •
13.5 Iri
Tp =
43.5 min
(See Soils Report)
dT=
1 min
BASIN DATA
Basin Drawdown Time •
4.5 hours
Ks =
4563
(see Page 5 this report)
h=
1.13
Zo =
35.50 0
Normal water elev=
35.50 It
Peak Outflow-
0.00 cis
Box Weir Length
0 ft
Peak Stage=
37.45 It
Cw=
0.0
Maximum Storage=
9,710 cu It
Zcr=
0.00 it
Control Holes:
State Orifice: Die=
0.00 in
Dd=
0 in
Inv=
0.00 It
Cd=
0
Weir: L=
0 in
Zi=
0.00 t1
Inv=
0.0 it
Time Inflow
Outflow W Riser Barrel Orifice Weir IFStom Infiltrate
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
75.6
2
0.0
0
35.50
0.00
0.00
0.0
0.00
0.00
0.0
151.2
3
0.1
2
35.50
0.00
0.00
0.0
0.00
0.00
0.0
226.9
4
0.1
6
35.50
0.00
0.00
0.0
0.00
0.00
0.0
302.5
5
0.2
13
35.50
0.00
0.00
0.0
0.00
0.00
0.0
378.1
6
0.3
24
35.50
0.00
0.00
0.0
0.00
0.00
0.0
453.7
7
0.3
39
35.50
0.00
0.00
0.0
0.00
0.00
0.0
529.3
8
0.5
60
35.50
0.00
0.00
0.0
0.00
0.00
0.0
605.0
9
0.6
67
35.50
0.00
0.00
0.0
0.00
0.00
0.0
680.6
10
0.7
121
35.50
0.00
0.00
0.0
0.00
0.00
0.0
756.2
11
0.8
163
35.50
0.00
0.00
0.0
0.00
0.00
0.0
831.8
12
1.0
213
35.50
0.00
0.00
0.0
0.00
0.00
0.0
907.4
13
1.1
271
35.50
0.00
0.00
0.0
0.00
0.00
0.0
983.0
14
1.3
340
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1058.7
15
1.5
418
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1134.3
16
1.7
507
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1209.9
17
1.8
606
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1285.5
18
2.0
717
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1361.1
19
2.2
839
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1436.8
20
2.4
973
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1512.4
21
2.6
1118
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1588.0
22
2.0
1276
35.60
0.00
0.00
0.0
0.00
0.00
0.0
1663.6
23
3.0
1446
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1739.2
24
3.2
1627
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1814.9
25
3.4
1821
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1890.5
26
3.6
2027
35.62
0.00
0.00
0.0
0.00
0.00
60.5
1966.1
27
3.8
2244
35.56
0.00
0.00
0.0
0.00
0.00
201.9
2041.7
28
4.0
2472
35.60
0.00
0.00
0.0
0.00
0.00
354.6
2117.3
29
4.2
2711
35.65
0.00
0.00
0.0
0.00
0.00
518.4
2192.9
30
4.3
2961
35.69
0.00
0.00
0.0
0.00
0.00
692.7
2268.6
31
4.5
3221
35.73
0.00
0.00
0.0
0.00
0.00
877.3
2344.2
32
4.7
3491
35.78
0.00
0.00
0.0
0.00
0.00
1071.5
2419.8
33
4.8
3770
35.82
0.00
0.00
0.0
0.00
0.00
1274.9
2495.4
34
4.9
4058
35,87
0.00
0.00
0.0
0.00
0.00
1486.8
2571.0
35
5.0
4353
35.92
0.00
0.00
0.0
0.00
0.00
1706.7
2646.7
36
5.2
4656
35,97
0.00
0.00
0.0
0.00
0.00
1933.9
2722.3
37
5.3
4965
36.02
0.00
0.00
0.0
0.00
0.00
2167.5
2797.9
38
5.3
5281
36.07
0.00
0.00
0.0
0.00
0.00
2407.0
2873.5
39
5.4
5601
36.12
0.00
0.00
0.0
0.00
0.00
2651.5
2949.1
40
6.5
5925
36.17
0.00
0.00
0.0
0.00
0.00
2900.2
3024.8
41
5.5
6253
36.22
0.00
0.00
0.0
0.00
0.00
3152.4
3100.4
42
5.5
6583
36.27
0.00
0.00
0.0
0.00
0.00
3407.0
3176.0
43
5.5
6915
36.32
0.00
0.00
0.0
0.00
0.00
3663.4
3251.6
44
5.5
7248
36.37
0.00
0.00
0.0
0.00
0.00
3920.6
3327.2
45
5.5
7581
36.43
0.00
0.00
0.0
0.00
0.00
4177.6
3402.8
46
5.5
7912
36.48
0.00
0.00
0.0
0.00
0.00
4434.0
3478.5
47
5.5
8243
36.52
0.00
0.00
0.0
0.00
0.00
4688.5
3554A
G V0B$@010110015-Family
Noaociika1100451MIIration Routing 25y24hr

Revised: 8/22/11
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
25-year 24hr Storm
48
5.4
8570
36.57
0.00
0.00
0.0
0.00
0.00
4940.4
3629.7
49
5.3
8894
36.62
0.00
0.00
0.0
0.00
0.00
5188.8
3705.3
50
5.2
9214
36.67
0.00
0.00
0.0
0.00
0.00
5432.9
3780.9
51
5.1
9528
36.71
0.00
0.00
0.0
0.00
0.00
5671.9
3856.6
52
5.0
9837
36.76
0.00
0.00
0.0
0.00
0.00
5905.1
3932.2
53
4.9
10139
36.80
0.00
0.00
0.0
0.00
0.00
6131.6
4007.8
54
4.8
10434
36.84
0.00
0.00
0.0
0.00
0.00
6350.9
4083.4
55
4.6
10721
36.86
0.00
0.00
0.0
0.00
0.00
6562.1
4159.0
56
4.5
11000
36.92
0.00
0.00
0.0
0.00
0.00
6765.3
4234.7
57
4.4
11271
36.95
0.00
0.00
0.0
0.00
0.00
6960.2
4310.3
58
4.2
11633
36.99
0.00
0.00
0.0
0.00
0.00
7147.2
4385.9
59
4.1
11788
37.02
0.00
0.00
0.0
0.00
0.00
7326.5
4461.5
60
4.0
12035
37.05
0.00
0.00
0.0
0.00
0.00
7498.2
4537.1
61
3.9
12275
37.08
0.00
0.00
0.0
0.00
0.00
7662.7
4612.7
62
3.8
12508
37.11
0.00
0.00
0.0
0.00
0.00
7820.0
4688A
63
3.7
12735
37.14
0.00
0.00
0.0
0.00
0.00
7970.5
4764.0
64
3.5
12954
37.16
0.00
0.00
0.0
0.00
0.00
8114.4
4839.6
65
3.4
13167
37.19
0.00
0.00
0,0
0.00
0.00
8251.8
4915.2
66
3.3
13374
37.21
0.00
0.00
0.0
0.00
0.00
8382.8
4990.8
67
3.2
13574
37.23
0.00
0.00
0.0
0.00
0.00
8507.9
5066.5
68
3.1
13769
37.26
0.00
0.00
0.0
0.00
0.00
8626.9
5142.1
69
3.1
13958
37.28
0.00
0.00
0.0
0.00
0.00
8740.3
5217.7
70
3.0
14141
37.29
0.00
0.00
0.0
0.00
0.00
8848.1
5293.3
71
2.9
14319
37.31
0.00
0.00
0.0
0.00
0.00
8950.5
5368.9
72
2.8
14492
37.33
0.00
0.00
0.0
0.00
0.00
9047.6
5444.6
73
2.7
14660
37.35
0.00
0.00
0.0
0.00
0.00
9139.6
5520.2
74
2.8
14823
37.36
0.00
0.00
0.0
0.00
0.00
9226.7
5595.8
75
2.6
14980
37.38
0.00
0.00
0.0
0.00
0.00
9309.0
5671.4
76
2.5
15134
37.39
0.00
0.00
0.0
0.00
0.00
9386.7
5747.0
77
2A
15282
37.40
0.00
0.00
0.0
0.00
0.00
9459.8
5822.6
78
2.3
15427
37.42
0.00
0.00
0.0
0.00
0.00
9528.6
5898.3
79
2.3
15567
37.43
0.00
0.00
0.0
0.00
0.00
9593.1
5973.9
80
2.2
15703
37.44
0.00
0.00
0.0
0.00
0.00
9653.4
6049.5
81
2.1
15835
37.45
0.00
0.00
0.0
0.00
0.00
9709.8
6125.1
82
2.1
15963
37.46
0.00
0.00
0.0
0.00
0.00
9762.3
6200.7
83
2.0
16087
37.47
0.00
0.00
0.0
0.00
0.00
9811.0
6276.4
84
2.0
16208
37.47
0.00
0.00
0.0
0.00
0.00
9856.0
6352.0
85
1.9
16325
37.48
0.00
0.00
0.0
0.00
0.00
9897.5
6427.6
86
1.8
10439
37.49
0.00
0.00
0.0
0.00
0.00
9935.5
6503.2
87
1.8
16549
37.49
0.00
0.00
0.0
0.00
0.00
9970.2
6578.8
88
1.7
16656
37.50
0.00
0.00
0.0
0.00
0.00
10001.6
6654.5
89
1.7
18760
37.50
0.00
0.00
0.0
0.00
0.00
10029.9
6730.1
90
1.6
16861
37.51
0.00
0.00
0.0
0.00
0.00
10055A
6805.7
91
1.6
16959
37.51
0.00
0.00
0.0
0.00
0.00
10077.3
6881.3
92
1.5
17054
37.52
0.00
0.00
0.0
0.00
0.00
10096.7
6956.9
93
1.5
17146
37.52
0.00
0.00
0.0
0.00
0.00
10113.2
7032.5
94
1.4
17235
37.52
0.00
0.00
0.0
0.00
0.00
10127.0
7108.2
95
1.4
17322
37.52
0.00
0.00
0.0
0.00
0.00
10138.2
7183.8
96
1.4
17406
37.53
0.00
0.00
0.0
0.00
0.00
10146.9
7259A
97
1.3
17488
37.53
0.00
0.00
0.0
0.00
0.00
10153.0
7335.0
98
1.3
17567
37.53
0.00
0.00
0.0
0.00
0.00
10156.8
7410.6
99
1.2
17644
37.53
0.00
0.00
0.0
0.00
0.00
10158.2
7466.3
100
1.2
17719
37.53
0.00
0.00
0.0
0.00
0.00
10157.3
7561.9
101
1.2
17792
37.53
0.00
0.00
0.0
0.00
0.00
10154.3
7637.5
102
1.1
17662
37.53
0.00
0.00
0.0
0.00
0.00
10149.1
7713A
103
1.1
17931
37.52
0.00
0.00
0.0
0.00
0.00
10141.8
7788.7
104
1.1
17997
37.52
0.00
0.00
0.0
0.00
0.00
10132.5
7864.4
105
1.0
18061
37.52
0.00
0.00
0.0
0.00
0.00
10121.3
7940.0
106
1.0
10124
37.62
0.00
0.00
0.0
0.00
0.00
10108.1
8015.6
107
1.0
18184
37.52
0.00
0.00
0.0
0.00
0.00
10093.1
6091.2
108
1.0
18243
37.51
0.00
0.00
0.0
0.00
0.00
10076.4
8166.8
109
0.9
18300
37.51
0.00
0.00
0.0
0.00
0.00
10057.9
8242.4
110
0.9
18356
37.51
0.00
0.00
0.0
0.00
0.00
10037.7
6318.1
111
0.9
18410
37.50
0.00
0.00
0.0
0.00
0.00
10015.9
8393.7
112
0.8
18462
37.50
0.00
0.00
0.0
0.00
0.00
9992.4
8469.3
113
0.8
18512
37.49
0.00
0.00
0.0
0.00
0.00
9967.5
8544.9
114
0.8
18562
37.49
0.00
0.00
0.0
0.00
0.00
9941.1
8620.5
115
0.8
18609
37.48
0.00
0.00
0.0
0.00
0.00
9913.2
8696.2
116
0.7
18656
37.48
0.00
0.00
0.0
0.00
0.00
9883.9
8771.8
117
0.7
16701
37.47
0.00
0.00
0.0
0.00
0.00
0853.2
8847.4
118
0.7
18744
37.47
0.00
0.00
0.0
0.00
0.00
9821.2
8923.0
119
0.7
18787
37.46
0.00
0.00
0.0
0.00
0.00
9788.0
8998.6
120
0.7
18828
37.46
0.00
0.00
0.0
0.00
0.00
9753.4
9074.3
121
0.6
18868
37.45
0.00
0.00
0.0
0.00
0.00
9717.7
9149.9
122
0.6
18906
37.44
0.00
0.00
0.0
0.00
0.00
9680.8
9225.5
123
0.6
18944
37.44
0.00
0.00
0.0
0.00
0.00
9642.8
9301.1
124
0.6
18980
37.43
0.00
0.00
0.0
0.00
0.00
9603.6
9376.7
125
0.6
19016
37.42
0.00
0.00
0.0
0.00
0.00
9563.4
9452.3
G112869120101100156;Snily Wlwa AQD590451nllwlioaAAFiig25y24hr
0.00
0.00
0.0
0.00
0.00
9522.1
9528.0

Revised: 8122/11
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
25-year 24hr Storm
127
0.5
10083
37.41
0.00
0.00
0.0
0.00
0.00
9479.8
9603.6
126
0.5
19116
37.40
0.00
0.00
0.0
0.00
0.00
9436.5
9679.2
129
0.5
19147
37.39
0.00
0.00
0.0
0.00
0.00
9392.3
9754.8
130
0.5
19178
37.38
0.00
0.00
0.0
0.00
0.00
9347.2
9830.4
131
0.5
19207
37.38
0.00
0.00
0.0
0.00
0.00
9301.1
9906.1
132
0.5
19238
37.37
0.00
0.00
0.0
0.00
0.00
9254.2
9981.7
133
0.5
19264
37.36
0.00
0.00
0.0
0.00
0.00
9206.5
10057.3
134
0.4
19291
37.35
0.00
0.00
0.0
0.00
0.00
9157.9
10132.9
135
0.4
19317
37.34
0.00
0.00
0.0
0.00
0.00
9108.5
10208.5
136
0.4
19342
37.33
0.00
0.00
0.0
0.00
0.00
9058.3
10284.2
137
0.4
19367
37.32
0.00
0.00
0.0
0.00
0.00
9007.4
10359.8
138
0.4
19391
37.31
0.00
0.00
0.0
0.00
0.00
8955.8
10435.4
139
0.4
19414
37.30
0.00
0.00
0.0
0.00
0.00
8903.5
10511.0
140
0.4
19437
37.30
0.00
0.00
0.0
0.00
0.00
8850.4
10586.6
141
0.4
19459
37.29
0.00
0.00
0.0
0.00
0.00
8796.8
10662.2
142
0.3
19480
37.28
0.00
0.00
0.0
0.00
0.00
8742.4
10737.9
143
0.3
19501
37.27
0.00
0.00
0.0
0.00
0.00
8687.5
10813.5
144
0.3
19521
37.26
0.00
0.00
0.0
0.00
0.00
8631.9
10889.1
145
0.3
19540
37.25
0.00
0.00
0.0
0.00
0.00
8575.7
10964.7
146
0.3
19559
37.24
0.00
0.00
0.0
0.00
0.00
8519.0
11040.3
147
0.3
19578
37.23
0,00
0.00
0.0
0.00
0.00
8461.7
11116.0
148
0.3
19595
37.21
0.00
0.00
0.0
0,00
0.00
8403.9
11191.6
149
0.3
19613
37.20
0.00
0.00
0.0
0.00
0.00
8345.5
11267.2
150
0.3
19629
37.19
0.00
0.00
0.0
0.00
0.00
8286.6
11342.8
151
0.3
19646
37.1E
0.00
0.00
0.0
0.00
0.00
8227.3
11418.4
152
0.3
19661
37.17
0.00
0.00
0.0
0.00
0.00
8167.4
11494.1
153
0.2
19677
37.16
0.00
0.00
0.0
0.00
0.00
8107.1
11569.7
154
0.2
19692
37.15
0.00
0.00
0.0
0.00
0.00
8046.4
11645.3
155
0.2
19706
37.14
0.00
0.00
0.0
0.00
0.00
7985.2
11720.9
156
0.2
19720
37.13
0.00
0.00
0.0
0.00
0.00
7923.6
11796.5
157
0.2
19734
37.12
0.00
0.00
0.0
0.00
0.00
7861.5
11872.1
158
0.2
19747
37.11
0.00
0.00
0.0
0.00
0.00
7799.1
11947.8
159
0.2
19760
37.09
0.00
0.00
0.0
0.00
0.00
7736.3
12023.4
160
0.2
19772
37.08
0.00
0.00
0.0
0.00
0.00
7673.1
12099.0
161
0.2
19784
37.07
0.00
0.00
0.0
0.00
0.00
7609.5
12174.6
162
0.2
19796
37.06
0.00
0.00
0.0
0.00
0.00
7545.6
12250.2
163
0.2
19807
37.05
0.00
0.00
0.0
0.00
0.00
7481.3
12325.9
164
0.2
19818
37.04
0.00
0.00
0.0
0.00
0.00
7416.7
12401.5
165
0.2
19829
37.02
0.00
0.00
0.0
0.00
0.00
7351.8
12477.1
166
0.2
19839
37.01
0.00
0.00
0.0
0.00
0.00
7286.6
12552.7
167
0.2
19849
37.00
0.00
0.00
0.0
0.00
0.00
7221.0
12628.3
168
0.2
19859
36.99
0.00
0.00
0.0
0.00
0.00
7155,2
12704.0
169
0.2
19869
36.98
0.00
0.00
0.0
0.00
0.00
7089.1
12779.6
170
0.1
10878
36.96
0.00
0.00
0.0
0.00
0.00
7022.7
12855.2
171
0.1
19887
36.95
0.00
0.00
0.0
0.00
0.00
6956.0
12930.8
172
0.1
19895
36.94
0.00
0.00
0.0
0.00
0.00
6889.0
13006.4
173
0.1
19904
36.93
0.00
0.00
0.0
0.00
0.00
6821.8
13082.0
174
0.1
19912
36.91
0.00
0.00
0.0
0.00
0.00
6754.4
13157.7
175
0.1
19920
36.90
0.00
0.00
0.0
0.00
0.00
6686.7
13233.3
176
0.1
19928
36.89
MCI
0,00
0.0
0.00
0.00
6618.8
13308.9
177
0.1
19935
36.88
0.00
0.00
0.0
0.00
0.00
6550.6
13384.5
178
0.1
19942
36.86
0.00
0.00
0.0
0.00
0.00
6482.3
13460.1
179
0.1
19949
36,85
0.00
0.00
0.0
0.00
0.00
6413.7
13535.8
100
0.1
19956
36.84
0.00
0.00
0.0
0.00
0.00
6344.9
13611.4
181
0.1
19963
36.83
0.00
0.00
0.0
0.00
0.00
6275.9
13687.0
182
0.1
19969
36.81
0.00
0.00
0.0
0.00
0.00
6206.7
13762.6
183
0.1
19976
36.80
0.00
0.00
0.0
0.00
0.00
6137.3
13838.2
184
0.1
19982
36.79
0.00
0.00
0.0
0.00
0.00
6067.8
13913.9
185
0.1
19988
36.77
0.00
0.00
0.0
0.00
0.00
5998.0
13989.5
186
0.1
19993
36.76
0.00
0.00
0.0
0.00
0.00
5928.1
14065.1
187
0.1
19999
36.75
0.00
0.00
0.0
0.00
0.00
5858.0
14140.7
188
0.1
20004
36.73
0.00
0.00
0.0
0.00
0.00
5787.8
14216.3
189
0.1
20009
36.72
0.00
0.00
0.0
0.00
0.00
5717.4
14291.9
190
0.1
20014
36.71
0.00
0.00
0.0
0.00
0.00
5646.8
14367.6
191
0.1
20019
36.69
0.00
0.00
0.0
0.00
0.00
5576.1
14443.2
192
0.1
20024
36.68
0.00
0.00
0.0
0.00
0.00
5505.3
14518.8
193
0.1
20029
36.67
0.00
0.00
0.0
0.00
0.00
5434.3
14594.4
194
0.1
20033
36.65
0.00
0.00
0.0
0.00
0.00
5363.2
14670.0
195
0.1
20038
36.64
0.00
0.00
0.0
0.00
0.00
5291.9
14745.7
198
0.1
20042
36.63
0.00
0.00
0.0
0.00
0.00
5220.5
14821.3
197
0.1
20046
36.61
0.00
0.00
0.0
0.00
0.00
5149.0
14896.9
198
0.1
20050
36.60
0.00
0.00
0.0
0.00
0.00
5077.4
14972.5
199
0.1
20054
36.59
0.00
0.00
0.0
0.00
0.00
5005.6
15048.1
200
0.1
20058
36.57
0.00
0.00
0.0
0.00
0.00
4933.8
15123.8
201
0.1
20061
36.56
0.00
0.00
0.0
0.00
0.00
4861.8
15199.4
202
0.1
20065
36.54
0.00
0.00
0.0
0.00
0.00
4789.7
15275.0
203
0.1
20068
36.53
0.00
0.00
0.0
0.00
0.00
4717.5
15350.6
204
0.1
20071
36.52
0.00
0.00
0.0
0.00
0.00
4645.2
15426.2
GMBS120101100450;amily oolleM3QW6045lnnitato$Q 6&Qing 25yf 4hr
0.00
0.00
0.0
0.00
0.00
4572.8
15501.8

Revised: 8122111
Family Dollar
10045
ALG
Stormwaler Infiltration Basin
Routing
25-year 24hr Storm
206
0.1
20078
36.49
0.00
0.00
0.0
0.00
0.00
4500.4
15577.5
207
0.0
20081
36.47
0.00
0.00
0.0
0.00
0.00
4427.8
15653.1
208
0.0
20084
36.46
0.00
0.00
0.0
0.00
0.00
4355.1
15728.7
209
0.0
20087
36.45
0.00
0.00
0.0
0.00
0.00
4282.4
15804.3
210
0.0
20089
3BA3
0.00
0.00
0.0
0.00
0.00
4209.5
15879.9
211
0.0
20092
36.42
0.00
0.00
0.0
0.00
0.00
4136.6
15955.6
212
0.0
20005
36.40
0.00
0.00
0.0
0.00
0.00
4063.6
16031.2
213
0.0
20097
36.39
0.00
0.00
0.0
0.00
0.00
3990.6
16106.8
214
0.0
20100
36.37
0.00
0.00
0.0
0.00
0.00
3917.4
16182.4
215
0.0
20102
36.36
0.00
0.00
0.0
0.00
0.00
3844.2
16258.0
216
0.0
20105
36.35
0.00
0.00
0.0
0.00
0.00
3770.9
16333.7
217
0.0
20107
36.33
0.00
0.00
0.0
0.00
0.00
3697.5
16409.3
218
0.0
20109
36.32
0.00
0.00
0.0
0.00
0.00
3624.1
16484.9
219
0.0
20111
36.30
0.00
0.00
0.0
0.00
0.00
3550.6
16560.5
220
0.0
20113
36.29
0.00
0.00
0.0
0.00
0.00
3477.1
16636.1
221
0.0
20115
36.27
0.00
0.00
0.0
0.00
0.00
3403.4
16711.7
222
0.0
20117
36.26
0.00
0.00
0.0
0.00
0.00
3329.8
16767.4
223
0.0
20119
36.24
0.00
0.00
0.0
0.00
0.00
3256.0
16863.0
224
0.0
20121
36.23
0.00
0.00
0.0
0.00
0.00
3182.2
16938.6
225
0.0
20123
36.21
0.00
0.00
0.0
0.00
0.00
3108.4
17014.2
226
0.0
20124
36.20
0.00
0.00
0.0
0.00
0.00
3034.5
17089.8
227
0.0
20126
36.18
0.00
0.00
0.0
0.00
0.00
2960.6
17165.5
228
0.0
20128
36.17
0.00
0.00
0.0
0.00
0.00
2886.6
17241A
229
0.0
20129
36.15
0.00
0.00
0.0
0.00
0.00
2812.5
17316.7
230
0.0
20131
36.14
0.00
0.00
0.0
0.00
0.00
2738.4
17392.3
231
0.0
20132
36.12
0.00
0.00
0.0
0.00
0.00
2664.3
17467.9
232
0.0
20134
36.11
0.00
0.00
0.0
0.00
0.00
2590.1
17543.6
233
0.0
20135
36.09
0.00
0.00
0.0
0.00
0.00
2515.9
17619.2
234
0.0
20136
36.08
0.00
0.00
0.0
0.00
0.00
2441.6
17694.8
235
0.0
20138
36.06
0.00
0.00
0.0
0.00
0.00
2367.3
17770.4
236
0.0
20139
36.04
0.00
0.00
0.0
0.00
0.00
2293.0
17846.0
237
0.0
20140
36.03
0.00
0.00
0.0
0.00
0.00
2218.6
17921.6
238
0.0
20141
36.01
0.00
0.00
0.0
0.00
0.00
2144.2
17997.3
239
0.0
20143
36.00
0.00
0.00
0.0
0.00
0.00
2069.8
18072.9
240
0.0
20144
35.98
0.00
0.00
0.0
0.00
0.00
1995.3
18148.5
241
0.0
20145
35.97
0.00
0.00
0.0
0.00
0.00
1920.8
18224.1
242
0.0
20146
35.95
0.00
0.00
0.0
0.00
0.00
1846.2
18299.7
243
0.0
20147
35.93
0.00
0.00
0.0
0.00
0.00
1771.6
18375.4
244
0.0
20148
35.92
0.00
0.00
0.0
0.00
0.00
1697.0
18451.0
245
0.0
20149
35.90
0.00
0.00
0.0
0.00
0.00
1622.4
18526.6
246
0.0
20150
35.88
0.00
0.00
0.0
0.00
0.00
1547.7
18602.2
247
0.0
20151
35.87
0.00
0.00
0.0
0.00
0.00
1473.0
18677.8
248
0.0
20152
35.85
0.00
0.00
0.0
0.00
0.00
1398.3
18753.5
249
0.0
20153
35.84
0.00
0.00
0.0
0.00
0.00
1323.5
18829.1
250
0.0
20153
35.82
0.00
0.00
0.0
0.00
0.00
1248.8
18904.7
251
0.0
20154
35.00
0.00
0.00
0.0
0.00
0.00
1173.9
18980.3
252
0.0
20155
35.78
0.00
0.00
0.0
0.00
0.00
1099.1
19055.9
253
0.0
20156
35.77
0.00
0.00
0.0
0.00
0.00
1024.3
19131.6
254
0.0
20157
35.75
0.00
0.00
0.0
0.00
0.00
949.4
19207.2
255
0.0
20157
35.73
0.00
0.00
0.0
0.00
0.00
874.5
19282.8
256
0.0
20158
35.71
0.00
0.00
0.0
0.00
0.00
799.6
19358.4
257
0.0
20159
35.70
0.00
0.00
0.0
0.00
0.00
724.7
19434.0
258
0.0
20159
35.68
0.00
0.00
0.0
0.00
0.00
649.7
19509.6
259
0.0
20160
35.66
0.00
0.00
0.0
0.00
0.00
574.7
19585.3
260
0.0
20161
35.64
0.00
0.00
0.0
0.00
0.00
499.7
19660.9
261
0.0
20161
35.62
0.00
0.00
0.0
0.00
0.00
424.7
19736.5
262
0.0
20162
35.60
0.00
0.00
0.0
0.00
0.00
349.7
19812.1
263
0.0
20162
35.58
0.00
0.00
0.0
0.00
0.00
274.6
19887.7
264
0.0
20163
35.56
0.00
0.00
0.0
0.00
0.00
199.6
19963.4
265
0.0
20163
35.64
0.00
0.00
0.0
0.00
0.00
124.5
20039.0
286
0.0
20164
35.52
0.00
0.00
0.0
0.00
0.00
49.4
20114.6
267
0.0
20164
35.50
0.00
0.00
0.0
0.00
0.00
0.0
20190.2
GJIOBSQ010\1004S-Family Ddl.e In,MU51nIilVaaon RouGn925yr24hr

Revised: 8/22111 Family Dollar 10045
ALG Stormwater Infiltration Basin Routing
50-year 24hr Sion
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 50 YR
8.871N/HR
Oa= 0.49 CFS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P= 91NCHES 50yr, 24hr PRECIPITATION
CN = 83
S = (1000/CN)-10
S = 2.05
Depth (D) _ (1`0.2S)"2/(P-OAS)
D = 6.94 IN - 50yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
TIP = [(43.5)(D)(Area)) / Op
Tip = 45.97 MINUTES
Storage Volume Req'd - (Op-Da)'Tp'1.39'60
21,275 cu. n.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 35.50 feet
AFTER DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.74
TIME OF CONCENTR
5.00 MIN
INTENSITY 50 YR
8.871N/HR
op. 6.04 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq n)
(cu n)
(cu n)
(n)
(n)
35.50
4033
0
0
0
0
0
0.00
38.00
4435
2,117
2.117
0.5
7,6578
-0.6931
0.51
37.00
5290
4,863
6,980
1.5
8.8507
0.4055
1.48
38.00
6200
5,745
12,725
2.5
9,4513
0.9163
2.47
39.00
7170
6,685
19,410
3.5
9.0735
1.2528
3.59
Regression Output:
--> Ks a
4563
b-
1.13
X Coefficient
8.43
GUOBSQ010%l MW Family lblla�lp1100451rintralion Rou4ng 50yr141hr

Revised 8/22111 Family Dollar 10045
ALG Stonnwater Infiltration Basin Routing
50-year 24hr Ste"
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
as =
0.49 cis
Op =
6.04 cis
• Infiltration rate = 13.5 Inthr
Tp =
46.0 min
(See Soils Report)
dT=
1 min
BASIN DATA
Basin Drawdown Time = 5.1 hours
Ks =
4563
(see Page 6 this report)
b=
1.13
Zo =
35.50 it
Normal water elev=
35.50 it
Peak Outflow = 0.00 751
Box Weir Length =
0 0
Peak Stage = 37.75 It
Cw. =
0.0
Maximum Storage = 11,401 cu fi
Zcr =
0.00 it
Control Holes:
State Orifice: Dia - 0.00 in
Od=
0 in
Inv= 0.00 fl
Cd =
0
Weir: L - 0 in
ZI =
0.00 it
Inv = 0.0 ft
Time Inflow
Outflow W Riser Barrel Orifice Weir IFStom Infiltrate
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
75.6
2
0.0
0
35.50
0.00
0.00
0.0
0.00
0.00
0.0
151.2
3
0.1
2
35.50
0.00
0.00
0.0
0.00
0.00
0.0
226.9
4
0.1
6
35.50
0.00
0.00
0.0
0.00
0.00
0.0
302.5
5
0.2
13
35.50
0.00
0.00
0.0
0.00
0.00
0.0
378.1
6
0.3
23
35.50
0.00
0.00
0.0
0.00
0.00
0.0
453.7
7
0.3
38
35.50
0.00
0.00
0.0
0.00
0.00
0.0
529.3
8
0.4
58
35.50
0.00
0.00
0.0
0.00
0.00
0.0
605.0
9
0.6
85
35.50
0.00
0.00
0.0
0.00
0.00
0.0
680.6
10
0.7
118
35.50
0.00
0.00
0.0
0.00
0.00
0.0
756.2
11
0.8
159
35.50
0.00
0.00
0.0
0.00
0.00
0.0
831.8
12
1.0
208
35.50
0.00
0.00
0.0
0.00
0.00
0.0
907.4
13
1.1
265
35.50
0.00
0.00
0.0
0.00
0.00
0.0
983.0
14
1.3
332
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1058.7
15
1.5
409
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1134.3
16
1.6
496
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1209.9
17
1.8
594
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1285.5
18
2.0
703
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1361.1
19
2.2
824
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1436.8
20
2.4
956
35,50
0.00
0.00
0.0
0.00
0.00
0.0
1512.4
21
2.8
1101
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1588.0
22
2.8
1257
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1663.6
23
3.0
1426
35.60
0.00
0.00
0.0
0.00
0.00
0.0
1739.2
24
3.2
1608
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1814.9
25
3.4
1801
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1890.5
26
3.6
2007
35.52
0.00
0.00
0.0
0.00
0.00
41.2
1966.1
27
3.0
2226
35.56
0.00
0.00
0.0
0.00
0.00
183.8
2041.7
28
4.0
2456
35.60
0.00
0.00
0.0
0.00
0.00
338.4
2117.3
29
4.2
2698
35.64
0.00
0.00
0.0
0.00
0.00
504.9
2192.9
30
4.4
2951
35.69
0.00
0.00
0.0
0.00
0.00
682.8
2268.6
31
4.6
3216
35.73
0.00
0.00
0.0
0.00
0.00
871.9
2344.2
32
4.8
3492
35.78
0.00
0,00
0.0
0.00
0.00
1071.8
2419.8
33
4.9
3777
35.83
0.00
0.00
0.0
0.00
0.00
1282.0
2495.4
34
5.1
4073
35,87
0.00
0.00
0.0
0.00
0.00
1502.1
2571.0
35
5,2
4378
35.92
0.00
0.00
0.0
0.00
0.00
1731.5
2646.7
36
5.4
4692
35.98
0.00
0.00
0.0
0.00
0.00
1969.6
2722.3
37
5.5
5014
36.03
0.00
0.00
0.0
0.00
0.00
2215.9
2797.9
38
5.6
5343
36,08
0.00
0.00
0.0
0.00
0.00
2469.6
2873.5
39
5.7
5679
36.14
0.00
0.00
0.0
0.00
0.00
2730.1
2949.1
40
5.8
6021
36.19
0.00
0.00
0.0
0.00
0.00
2996.E
3024.8
41
5.9
6369
36.24
0.00
0.00
0.0
0.00
0.00
3268.4
3100.4
42
6.9
6721
36.30
0.00
0.00
0.0
0.00
0.00
3544.8
3176.0
43
6.0
7076
36.36
0.00
0.00
0.0
0.00
0.00
3824.9
3251.6
44
6.0
7435
36.41
0.00
0.00
0.0
0.00
0.00
4107.8
3327.2
45
6.0
7796
36.47
0.00
0.00
0.0
0.00
0.00
4392.9
3402.8
46
6.0
8158
36.52
0.00
0.00
0.0
0.00
0.00
4679.2
3476.5
47
6.0
8520
36.58
0.00
0.00
0.0
0.00
0.00
4965.9
3554.1
G'MOBS1201011004Sfemily DdION' kzc i00451n51trebon
RoubW 50024hr

Revised: 8122111
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
50-year 24hr Storm
48
6.0
8882
36.63
0.00
0.00
0.0
0.00
0.00
5252.2
3629.7
49
6.0
9242
36.69
0.00
0.00
0.0
0.00
0.00
5537.1
3705.3
50
5.9
9601
36.74
0.00
0.00
0.0
0.00
0.00
5820.0
3780.9
51
5.9
9956
36.79
0.00
0.00
0.0
0.00
0.00
6099.8
3856.E
52
5.8
10308
36.84
0.00
0.00
0.0
0.00
0.00
6375.9
3932.2
53
5.7
10655
36.89
0.00
0.00
0.0
0.00
0.00
6647.5
4007.8
54
5.6
10997
36.94
0.00
0.00
0.0
0.00
0.00
6913.7
4083.4
55
5.5
11333
36.99
0.00
0.00
0.0
0.00
0.00
7173.8
4159.0
56
5.4
11662
37.04
0.00
0.00
0.0
0.00
0.00
7427.1
4234.7
57
5.2
11983
37.08
0.00
0.00
0.0
0.00
0.00
7672.9
4310.3
58
5.1
12296
37.13
0.00
0.00
0.0
0.00
0.00
7910.5
4385.9
59
4.9
12601
37.17
0.00
0.00
0,0
0.00
0.00
8139.8
4461.5
60
4.8
12898
37.21
0.00
0.00
0.0
0.00
0.00
8360.7
4537.1
61
4.7
13186
37.25
0.00
0.00
0.0
0.00
0.00
8573.3
4612.7
62
4.5
13466
37.28
0.00
0.00
0.0
0.00
0.00
8777.8
4688.4
63
4.4
13739
37.32
0.00
0.00
0.0
0.00
0.00
8974.5
4764.0
64
4.3
14003
37.35
0.00
0.00
0.0
0.00
0.00
9163.7
4839.6
65
4.2
14261
37.38
0.00
0.00
0.0
0.00
0.00
9345.4
4915.2
66
4.1
14511
37.41
0.00
0.00
0.0
0.00
0.00
9520.0
4990.8
67
3.9
14754
37.44
0.00
0.00
0.0
0.00
0.00
9687.6
5066.5
6B
3.8
14990
37.47
0.00
0.00
0.0
0.00
0.00
9848.4
5142.1
69
3.7
15220
37.50
0.00
0.00
0.0
0.00
0.00
10002.7
5217.7
70
3.6
15444
37.53
0.00
0.00
0.0
0.00
0.00
10150.5
5293.3
71
3.5
15661
37.55
0.00
0.00
0.0
0.00
0.00
10292.1
5368.9
72
3.4
15872
37.57
0.00
0.00
0.0
0.00
0.00
10427.6
5444.6
73
3.3
16077
37.60
0.00
0.00
0.0
0.00
0.00
10557.2
5520.2
74
3.2
16277
37.62
0.00
0.00
0.0
0.00
0.00
10681.2
5595.8
75
3.1
16471
37.64
0.00
0.00
0.0
0.00
0.00
10799.5
5671.4
76
3.1
16659
37.66
0.00
0.00
0.0
0.00
0.00
10912.5
5747.0
77
3.0
16843
37.68
0.00
0.00
0.0
0.00
0.00
11020.2
5822.6
78
2.9
17021
37.70
0.00
0.00
0.0
0.00
0.00
11122.7
589B.3
79
2.8
17194
37.71
0.00
0.00
0.0
0.00
0.00
11220.3
5973.9
80
2.7
17363
37.73
0.00
0.00
0.0
0.00
0.00
11313.1
6049.5
81
2.7
17526
37.75
0.00
0.00
0.0
0.00
0.00
11401.2
6125.1
82
2.6
17685
37.76
0.00
0.00
0.0
0.00
0.00
11484.7
6200.7
83
2.6
17840
37.77
0.00
0.00
0.0
0.00
0.00
11563.8
6276.4
84
2.4
17991
37.79
0.00
0.00
0.0
0.00
0.00
11638.6
6352.0
85
2.4
18137
37.80
0.00
0.00
0.0
0.00
0.00
11709.2
6427.6
86
2.3
18279
37.81
0.00
0.00
0.0
0.00
0.00
11775.7
6503.2
87
2.2
18417
37.82
0.00
0.00
0.0
0.00
0.00
11838.2
6578.8
88
2.2
18551
37.83
0.00
0.00
0.0
0.00
0.00
11896.9
6654.5
89
2.1
18682
37.84
0.00
0.00
0.0
0.00
0.00
11951.8
6730.1
90
2.1
18809
37.85
0.00
0.00
0.0
0.00
0.00
12003.1
6805.7
91
2.0
18932
37.86
0.00
0.00
0.0
0.00
0.00
12050.9
6881.3
92
1.9
19052
37.87
0.00
0.00
0.0
0.00
0.00
12095.2
6956.9
93
1.9
19169
37.87
0.00
0.00
0.0
0.00
0.00
12136.2
7032.5
94
1.8
19282
37.88
0.00
0.00
0.0
0.00
0.00
12173.9
7108.2
95
1.8
19392
37.88
0.00
0.00
0.0
0.00
0.00
12208.5
7183.8
96
1.7
19499
37.89
0.00
0.00
0.0
0.00
0.00
12240.0
7259.4
97
1.7
19603
37.90
0.00
0.00
0.0
0.00
0.00
12268.5
7335.0
98
1.6
19705
37.90
0.00
0.00
0.0
0.00
0.00
12294.1
7410.6
99
1.6
19803
37.90
0.00
0.00
0.0
0.00
0.00
12316.9
7486.3
100
1.5
19899
37.91
0.00
0.00
0.0
0.00
0.00
12336.9
7561.9
101
1.5
19992
37.01
0.00
0.00
0.0
0.00
0.00
12354.3
7637.5
102
1.5
20082
37.91
0.00
0.00
0.0
0.00
0.00
12369.0
7713.1
103
1.4
20170
37.91
0.00
0.00
0.0
0.00
0.00
12381.3
7788.7
104
1.4
20255
37.92
0.00
0.00
0.0
0.00
0.00
12391.1
7864.4
105
1.3
2033E
37.02
0.00
0.00
0.0
0.00
0.00
12398.5
7940.0
106
1.3
20419
37.92
0.00
0.00
0.0
0.00
0.00
12403.6
8015.6
107
1.3
20490
37.92
0.00
0.00
0.0
0.00
0.00
12406.5
8091.2
108
1.2
20574
37.92
0.00
0.00
0.0
0.00
0.00
12407.2
8166.8
109
1.2
20648
37.92
0.00
0.00
0.0
0.00
0.00
12405.7
8242.4
110
1.2
20720
37.02
0.00
0.00
0.0
0.00
0.00
12402.2
8318.1
111
1.1
20790
37.92
0.00
0.00
0.0
0.00
0.00
12396.6
8393.7
112
1.1
20858
37.92
0.00
0.00
0.0
0.00
0.00
12389.2
8469.3
113
1.1
20925
37.91
0.00
0.00
0.0
0.00
0.00
12379.8
8544.9
114
1.0
20989
37.91
0.00
0.00
0.0
0.00
0.00
12368.5
8620.5
115
1.0
21052
37.91
0.00
0.00
0.0
0.00
0.00
12355.5
8696.2
116
1.0
21112
37.91
0.00
0.00
0.0
0.00
0.00
12340.7
8771.8
117
1.0
21172
37.90
0.00
0.00
0.0
0.00
0.00
12324.2
8847.4
118
0.9
21229
37.90
0.00
0.00
0.0
0.00
0.00
12306.1
8923.0
119
0.9
21285
37.90
0.00
0.00
0.0
0.00
0.00
12266.4
8998.6
120
0.9
21339
37.89
0.00
0.00
0.0
0.00
0.00
12265.1
9074.3
121
0.9
21392
37.89
0.00
0.00
0.0
0.00
0.00
12242.3
9149.9
122
0.8
21444
37.89
0.00
0.00
0.0
0.00
0.00
12218.0
9225.5
123
0.8
21493
37.88
0.00
0.00
0.0
0.00
0.00
12192.3
9301.1
124
0.8
21542
37.88
0.00
0.00
0.0
0.00
0.00
12165.2
9376.7
125
0.8
21589
37.87
0.00
0.00
0.0
0.00
0.00
12136.8
9452.3
GUOSS12m0110045Wnwy OosarlcYlf 350451nfiltrataTt sling 50yr24hr
0.00
0.00
0.0
0.00
0.00
12107.0
9528.0

Revised: 8122111
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
50-year 24hr Storm
127
0.7
21680
37,86
0.00
0.00
0.0
0.00
0.00
12076.0
9603.6
128
0.7
21723
37.86
0.00
0.00
0.0
0.00
0.00
12043.7
9679.2
129
0.7
21765
37.85
0.00
0.00
0.0
0.00
0.00
12010.2
9754.8
130
03
21806
37.84
0.00
0.00
0.0
0.00
0.00
11975.5
9830.4
131
0.6
21846
37.84
0.00
0.00
0.0
0.00
0.00
11939.7
9906.1
132
0.6
21884
37.83
0.00
0.00
0.0
0.00
0.00
11902.8
9981.7
133
0.6
21922
37.83
0.00
0.00
0.0
0.00
0.00
11864.8
10057.3
134
0.6
21959
37.82
0.00
0.00
0.0
0.00
0.00
11825.8
10132.9
135
0.6
21994
37.81
0.00
0.00
0.0
0.00
0.00
11785.7
10208.5
130
0.6
22029
37.80
0.00
0.00
0.0
0.00
0.00
11744.6
10284.2
137
0.5
22062
37.80
0.00
0.00
0.0
0.00
0.00
11702.6
10359.8
138
0.5
22095
37.79
0.00
0.00
0.0
0.00
0.00
11659.7
10435.4
139
0.5
22127
37.78
0.00
0.00
0.0
0.00
0.00
11615.8
10511.0
140
0.5
22158
37.77
0.00
0.00
0.0
0.00
0.00
11571.0
10586.6
141
0.5
22188
37.77
0.00
0.00
0.0
0.00
0.00
11525.4
10662.2
142
0.5
22217
37.78
0.00
0.00
0.0
0.00
0.00
11479.0
10737.9
143
0.5
22245
37.75
0.00
0.00
0.0
0.00
0.00
11431.7
10813.5
144
0.4
22273
37.74
0.00
0.00
0.0
0.00
0.00
11383.6
10889.1
145
0.4
22300
37.73
0.00
0.00
0.0
0.00
0.00
11334.8
10964.7
146
0.4
22326
37.72
0.00
0.00
0.0
0.00
0.00
11285.3
11040.3
147
0.4
22351
37.72
0,00
0.00
0.0
0.00
0.00
11235.0
11116.0
148
0A
22376
37.71
0.00
0.00
0.0
0.00
0.00
11183.9
11191.6
149
0.4
22399
37.70
0.00
0.00
0.0
0.00
0.00
11132.3
11267.2
150
0.4
22423
37.69
0.00
0.00
0.0
0.00
0.00
11079.9
11342.8
151
0.4
22445
37.68
0.00
0.00
0.0
0,00
0.00
11026.9
11418.4
152
0.4
22467
37.67
0.00
0.00
0.0
0.00
0.00
10973.3
11494.1
153
0.3
22489
37.66
0.00
0.00
0.0
0.00
0.00
10919.0
11569.7
154
0.3
22509
37.65
0.00
0.00
0.0
0.00
0.00
10864.2
11645.3
155
0.3
22530
37.64
0.00
0.00
0.0
0.00
0.00
10808.7
11720.9
156
0.3
22549
37.63
0.00
0.00
0,0
0.00
0.00
10752.8
11796.5
157
0.3
22568
37.62
0.00
0.00
0.0
0.00
0.00
10696.2
11872.1
158
0.3
22587
37.61
0,00
0.00
0.0
0.00
0.00
10639.1
11947.8
159
0.3
22605
37.60
0.00
0.00
0.0
0.00
0.00
10581.6
12023A
160
0.3
22622
37.59
0.00
0.00
0.0
0.00
0.00
10523.5
12099.0
161
0.3
22640
37.58
0.00
0.00
0.0
0.00
0.00
10464.9
12174.6
162
0.3
22656
37.57
0,00
0.00
0.0
0.00
0.00
10405.8
12250.2
163
0.3
22672
37.56
0.00
0.00
0.0
0.00
0.00
10346.3
12325.9
164
0.3
22688
37.55
0.00
0.00
0.0
0.00
0.00
10286.4
12401.5
165
0.2
22703
37.54
0.00
0.00
0.0
0.00
0.00
10226.0
12477.1
166
0.2
22718
37.53
0.00
0.00
0.0
0.00
0.00
10165.2
12552.7
167
0.2
22732
37.52
0.00
0.00
0.0
0.00
0.00
10103.9
12628.3
168
0.2
22746
37.51
0.00
0.00
0.0
0.00
0.00
10042.3
12704.0
169
0.2
22760
37.50
0.00
0.00
0.0
0.00
0.00
9980.3
12779.6
170
0.2
22773
37.48
0.00
0.00
0.0
0.00
0.00
9917.8
12855.2
171
0.2
22786
37.47
0.00
0.00
0.0
0.00
0.00
9855.1
12930.8
172
0.2
22798
37.46
0.00
0.00
0.0
0.00
0.00
9791.9
13006.4
173
0.2
22811
37.45
0.00
0.00
0.0
0.00
0.00
9728.5
13082.0
174
0.2
22822
37.44
0.00
0.00
0.0
0.00
0.00
9664.6
13157.7
175
0.2
22834
37.43
0.00
0.00
0.0
0.00
0.00
9600.5
13233.3
176
0.2
22845
37.42
0.00
0.00
0.0
0,00
0.00
9536.0
13308.9
177
0.2
22856
37.41
0.00
0.00
0.0
0.00
0.00
9471.2
13384.5
178
0.2
22866
37.39
0.00
0.00
0.0
0.00
0.00
9406.2
13460.1
179
0.2
22877
37.38
0.00
0.00
0.0
0.00
0.00
9340.8
13535.8
180
0.2
22887
37.37
0.00
0.00
0.0
0.00
0.00
9275.1
13611.4
181
0.2
22898
37.36
0.00
0.00
0.0
0.00
0.00
9209.2
13687.0
182
0,2
22906
37.35
0.00
0.00
0.0
0.00
0.00
9143.0
13762.6
183
0.1
22915
37.34
0.00
0.00
0.0
0.00
0.00
9076.5
13838.2
184
0.1
22924
37.32
0.00
0.00
0.0
0.00
0.00
9009.8
13913.9
185
0.1
22932
37.31
0.00
0.00
0.0
0.00
0.00
8942.8
13989.5
186
0.1
22941
37.30
0.00
0.00
0.0
0.00
0.00
8875.6
14065.1
187
0.1
22949
37.29
0.00
0.00
0.0
0.00
0.00
8808.1
14140.7
188
0.1
22957
37.28
0.00
0.00
0.0
0.00
0.00
8740.5
14216.3
189
0.1
22965
37.26
0.00
0.00
0.0
0.00
0.00
8672.6
14291.9
190
0.1
22972
37.25
0.00
0.00
0.0
0.00
0.00
8604.5
14367.6
191
0.1
22979
37.24
0.00
0.00
0.0
0.00
0.00
8536.1
14443.2
192
0.1
22986
37.23
0.00
0.00
0.0
0.00
0.00
8467.6
14518.6
193
0.1
22993
37.21
0.00
0,00
0.0
0.00
0.00
8398.9
14594.4
194
0.1
23000
37.20
0.00
0.00
0.0
0.00
0.00
8330.0
14670.0
195
0.1
23007
37.19
0.00
0.00
0.0
0.00
0.00
8260.9
14745.7
too
0.1
23013
37.18
0.00
0.00
0.0
0.00
0.00
8191.6
14821.3
197
0.1
23019
37.16
0.00
0.00
0.0
0.00
0.00
8122.1
14896.9
108
0.1
23025
37.15
0.00
0.00
0.0
0.00
0.00
8052.5
14972.5
199
0.1
23031
37.14
0.00
0.00
0.0
0.00
0.00
7982.7
15048.1
200
0.1
23036
37.13
0.00
0.00
0.0
0.00
0.00
7912.7
15123.8
201
0.1
23042
37.11
0.00
0.00
0.0
0.00
0.00
7842.6
15199.4
202
0.1
23047
37.10
0.00
0.00
0.0
0.00
0.00
7772.3
15275.0
203
0.1
23053
37.09
0.00
0.00
0.0
0.00
0.00
7701.9
15350.6
204
0.1
23058
37.07
0.00
0.00
0.0
0.00
0.00
7631.3
15426.2
GV6BSvolml0045('Amilyoollar%aiigs®)45infiltrelioO-iC&ng50y24hr
0.00
0.00
0.0
0.00
0.00
7560.6
15501.8

Revised: 8/22111
Family Dollar
10045
ALG
Storm water Infiltration Basin
Routing
50-year 24hr Storm
206
0.1
23067
37.05
0.00
0.00
0.0
0.00
0.00
7489.8
15577.5
207
0.1
23072
37.04
0.00
0.00
0.0
0.00
0.00
7418.8
15653.1
208
0.1
23076
37.02
0.00
0.00
0.0
0.00
0.00
7347.7
15728.7
209
0.1
23081
37.01
0.00
0.00
0.0
0.00
0.00
7276.5
15804.3
210
0.1
23085
37.00
0.00
0.00
0.0
0.00
0.00
7205.1
15879.9
211
0.1
23089
36.98
0.00
0.00
0.0
0.00
0.00
7133.6
15955.6
212
0.1
23093
36.97
0.00
0.00
0.0
0.00
0.00
7062.1
16031.2
213
0.1
23097
36.96
0.00
0.00
0.0
0.00
0.00
6990.4
WWII
214
0.1
23101
36.94
0.00
0.00
0.0
0.00
0.00
6918.5
16182.4
215
0.1
23105
38.93
0.00
0.00
0.0
0.00
0.00
BB48.8
16258.0
216
0.1
23108
36.92
0.00
0.00
0.0
0.00
0.00
6774.6
16333.7
217
OA
23112
36.90
0.00
0.00
0.0
0.00
0.00
6702.5
16409.3
218
0.1
23115
36.89
0.00
0.00
0.0
0.00
0.00
6830.3
16484.9
219
0.1
23118
38.88
0.00
0.00
0.0
0.00
0.00
6557.9
16560.5
220
0.1
23122
36.86
0.00
0.00
0.0
0.00
0.00
6485.5
16636.1
221
0.1
23125
36.85
0.00
0.00
0.0
0.00
0.00
6413.0
16711.7
222
0.0
23128
38.84
0.00
0.00
0.0
0.00
0.00
6340.5
16787.4
223
0.0
23131
36.82
0.00
0.00
0.0
0.00
0.00
6267.8
16863.0
224
0.0
23134
36.81
0.00
0.00
0.0
0.00
0.00
6195.0
16938.6
226
0.0
23136
36.80
0.00
0.00
0.0
0.00
0.00
6122.2
17014.2
226
0.0
23139
36.78
0.00
0.00
0.0
0.00
0.00
6049.3
17089.8
227
0.0
23142
36.77
0.00
0.00
0.0
0.00
0.00
5976.3
17165.5
228
0.0
23144
36.76
0.00
0.00
0.0
0.00
0.00
5903.3
17241.1
229
0.0
23147
36.74
0.00
0.00
0.0
0.00
0.00
5830.1
17316.7
230
0.0
23149
36.73
0.00
0.00
0.0
0.00
0.00
5756.9
17392.3
231
0.0
23162
36.71
0.00
0.00
0.0
0.00
0.00
5883.7
17467.9
232
0.0
23154
36.70
0.00
0.00
0.0
0.00
0.00
5610.4
17543.6
233
0.0
23156
36.69
0.00
0.00
0.0
0.00
0.00
5537.0
17619.2
234
0.0
23158
36.67
0.00
0.00
0.0
0.00
0.00
5463.5
17694.8
235
0.0
23160
36.66
0.00
0.00
0.0
0.00
0.00
5390.0
17770.4
236
0.0
23162
36.64
0.00
0.00
0.0
0.00
0.00
5316A
17846.0
237
0.0
23164
36.63
0.00
0.00
0.0
0.00
0.00
5242.8
17921.6
238
0.0
23166
38.62
0.00
0.00
0.0
0.00
0.00
5169.1
17997.3
239
0.0
23168
36.60
0.00
0.00
0.0
0.00
0.00
5095.4
18072.9
240
0.0
23170
36.59
0.00
0.00
0.0
0.00
0.00
5021.6
1B148.5
241
0.0
23172
36.57
0.00
0.00
0.0
0.00
0.00
4947.7
18224.1
242
0.0
23174
36.56
0.00
0.00
0.0
0.00
0.00
4873.8
18299.7
243
0.0
23175
36.55
0.00
0,00
0.0
0.00
0.00
4799.9
18375.4
244
0.0
23177
36.53
0.00
0.00
0.0
0.00
0.00
4725.9
18451.0
245
0.0
23178
36.52
0.00
0.00
0.0
0.00
0.00
4651.9
18526.E
248
0.0
23180
36.50
0.00
0.00
0.0
0.00
0.00
4577.8
18602.2
247
0.0
23181
36.49
0.00
0.00
0.0
0.00
0.00
4503.7
16677.8
248
0.0
23183
38.47
0.00
0.00
0.0
0.00
0.00
4429.5
18753.5
249
0.0
23184
36.46
0.00
0.00
0.0
0.00
0.00
4355.3
18829.1
250
0.0
23186
36.45
0.00
0,00
0.0
0.00
0.00
4281.0
18904.7
251
0.0
23187
36.43
0.00
0,00
0.0
0.00
0.00
4206.8
18980.3
252
0.0
23188
36.42
0.00
0.00
0.0
0.00
0.00
4132.4
19055.9
253
0.0
23190
36.40
0.00
0.00
0.0
0.00
0.00
4058.1
19131.5
254
0.0
23191
36.39
0.00
0.00
0.0
0.00
0.00
3983.7
19207.2
255
0.0
23192
36.37
0.00
0.00
0.0
0.00
0.00
3909.3
19282.8
256
0.0
23193
36.36
0.00
0.00
0.0
0.00
0.00
3834.8
19358.4
257
0.0
23194
38.34
0.00
0.00
0.0
0.00
0.00
3760.3
19434.0
258
0.0
23195
36.33
0.00
0.00
0.0
0.00
0.00
3685.8
19509.6
259
0.0
23197
36.31
0.00
0.00
0.0
0.00
0.00
3611.3
19585.3
260
0.0
23198
36.30
0.00
0.00
0,0
0.00
0.00
3536.7
19660.9
261
0.0
23199
36.28
0.00
0.00
0.0
0.00
0.00
3462.1
19736.5
262
0.0
23200
36.27
0.00
0.00
0.0
0.00
0.00
3387.4
19812.1
263
0.0
23200
36.25
0.00
0.00
0.0
0.00
0.00
3312.8
19887.7
284
0.0
23201
36.24
0.00
0.00
0.0
0.00
0.00
3238.1
19963.4
265
0.0
23202
36.22
0.00
0.00
0.0
0.00
0.00
3163.3
20039.0
266
0.0
23203
36.21
0.00
0.00
0.0
0.00
0.00
3088.6
20114.6
287
0.0
23204
36.19
0.00
0.00
0.0
0.00
0.00
3013.8
20190.2
268
0.0
23205
36.18
0.00
0.00
0.0
0.00
0.00
2939.0
20265.8
269
0.0
23206
36.16
0.00
0.00
0.0
0.00
0.00
2864.2
20341.4
270
0.0
23206
36.15
0.00
0.00
0.0
0.00
0.00
2789.4
20417.1
271
0.0
23207
36.13
0.00
0.00
0.0
0.00
0.00
2714.5
20492.7
272
0.0
23208
36.12
0.00
0.00
0.0
0.00
0.00
2639.6
20568.3
273
0.0
23209
36.10
0.00
0.00
0.0
0.00
0.00
2564.7
20643.9
274
0.0
23209
36.09
0.00
0.00
0.0
0.00
0.00
2489.8
20719.5
275
0.0
23210
36.07
0.00
0.00
0.0
0.00
0.00
2414.9
20795.2
276
0.0
23211
36.05
0.00
0.00
0.0
0.00
0.00
2339.9
20870.8
277
0.0
23211
36.04
0.00
0.00
0.0
0.00
0.00
2264.9
20946.4
27B
0.0
23212
36.02
0.00
0.00
0.0
0.00
0.00
2190.0
21022.0
279
0.0
23213
36.01
0.00
0.00
0.0
0.00
0.00
2114.9
21097.6
280
0.0
23213
35.99
0.00
0.00
0.0
0.00
0.00
2039.9
21173.3
281
0.0
23214
35.98
0.00
0.00
0.0
0.00
0.00
1964.9
21248.9
282
0.0
23214
35.96
0.00
0.00
0.0
0.00
0.00
1889.8
21324.5
283
0.0
23215
35.94
0.00
0.00
0.0
0.00
0.00
1814.7
21400.1
('MBSVO101004Agmuy DollarQUI6045 MivauoAfiAng 5eyr24hr
0.00
0.00
0.0
0.00
0.00
1739.6
21475.7

Revised: 8/22111
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Routing
50-year 24hr Storm
285
0.0
23216
35.91
0.00
0.00
0.0
0.00
0.00
1664.5
21551.3
286
0.0
23216
35.89
0.00
0.00
0.0
0.00
0.00
1589.4
21627.0
287
0.0
23217
35.88
0.00
0.00
0.0
0.00
0.00
1514.3
21702.6
288
0.0
23217
35.86
0.00
0.00
0.0
0.00
0.00
1439.1
21778.2
289
0.0
23218
35A4
0.00
0.00
0.0
0.00
0.00
1364.0
21853.8
290
0.0
23218
35.83
0.00
0.00
0.0
0.00
0.00
1288.8
21929.4
291
0.0
23219
35.81
0.00
0.00
0.0
0.00
0.00
1213.6
22005.1
292
0.0
23219
35.79
0.00
0.00
0.0
0.00
0.00
1138.4
22080.7
293
0.0
23219
35.78
0.00
0.00
0.0
0.00
0.00
1063.2
22156.3
294
0.0
23220
35.76
0.00
0.00
0.0
0.00
0.00
988.0
22231.9
295
0.0
23220
35.74
0.00
0.00
0.0
0.00
0.00
912.7
22307.5
296
0.0
23221
35.72
0.00
0.00
0.0
0.00
0.00
837.5
22383.2
297
0.0
23221
35.71
0.00
0.00
0.0
0.00
0.00
762.2
22458.8
298
0.0
23221
35.69
0.00
0.00
0.0
0.00
0.00
687.0
22534.4
299
0.0
23222
35.67
0.00
0.00
0.0
0.00
0.00
611.7
22610.0
300
0.0
23222
35.65
0.00
0.00
0.0
0.00
0.00
536.4
22685.6
301
0.0
23222
35.63
0.00
0.00
0.0
0.00
0.00
461.1
22761.2
302
0.0
23223
35.61
0.00
0.00
0.0
0.00
0.00
385.8
22836.9
303
0.0
23223
35.59
0.00
0.00
0.0
0.00
0.00
310.5
22912.5
304
0.0
23223
35.57
0.00
0.00
0.0
0.00
0.00
235.2
22968.1
305
0.0
23224
35.55
0.00
0.00
0.0
0.00
0.00
159.8
23063.7
306
0.0
23224
35.53
0.00
0.00
0.0
0.00
0.00
84.5
23139.3
307
0.0
23224
35.50
0.00
0.00
0.0
0.00
0.00
0.2
23215.0
G:VOBSt20ID11D045-Femily WitaikslcsV00451nfltmOon Routing 50yR4hr

Revised: 8/22/11 Family Dollar 10045
ALG Stormwaler Infiltration Basin Routing
100-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 100 YR
9.601N/HR
Oa - 0.53 CPS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 10 INCHES 100yr, 24hr PRECIPITATION
CN= 83
S = (1000/CN)-10
S = 2.05
Depth (D) _ (P-0.2S)^2/(P+O.BS)
D = 7.90 IN-100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tip = ((43.5)(D)(Area)] / Op
TIP = 48.39 MINUTES
Storage Volume Req'd = (Op-0a)'Tp'1.39'60
24,238 cu. ft.
CALCULATE Ka AND b
SET NORMAL ELEVATION AT = 35.50 feet
AFTER DEVELiOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.74
TIME OF CONCENTR
5.00 MIN
INTENSITY 100 YR
9.60 IN/HR
OP" 6.64 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
35.50
4033
0
0
0
0
O
0.00
36.00
4435
2,117
2,117
0.5
7.6578
-0,6931
0.51
37.00
5290
4,863
6,980
1.5
8.8507
0.4055
1.46
38.00
8200
5,745
12,725
2.5
9.4513
0.9163
2.47
39.00
7170
6,685
19,410
3.5
9.8735
1.2528
3.59
Regression Output:
Ks a
4563
b-
1.13
X Coefficient
8.43
G:U0BS=101100 55Family DdWoca"110e151nfftral RmUng 100924hr

Revised: 8/22/11 Family Dollar 10045
ALG Stonnwater Infiltration Basin Routing
100-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
as -
0.53 cis
Op =
6,64 cis
' Infiltration rate =
13.5 huhr
Tp =
48.4 min
(See Soils Report)
dT-
1 min
BASIN DATA
Basin Drawdown Time =
5.8 hours
Ke =
4563
(see Page 6 this report)
b =
1.13
Zo =
35.50 it
Normal water slay =
35.50 it
Peak Outflow •
0.00 cis
Box Weir Length =
0 it
Peak Stage -
38.03 it
Cw=
0.0
Maximum Storage=
13,058 cu it
Zcr =
0.00 it
Control Holes:
State Orifice:
Dia -
0.00 in
Od=
0 in
Inv-
0.00 It
Cd-
0
Weir: L-
0in
ZI=
0.001
Inv=
0.0 it
Time
Inflow
Storage
Stage
Outflow
W Riser
Barrel
Orifice
Weir
IFStons
Infiltrate
(min)
(cis)
(cu fi)
(fl)
(cfs)
(cfs)
(cis)
(cfs)
(cfs)
(cu h)
(cf)
0
0.0
0
35.50
0
0
0
0
0.00
0.0
0.0
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
75.6
2
0.0
0
35.50
0.00
0.00
0.0
0.00
0.00
0.0
151.2
3
0.1
2
35.50
0.00
0.00
0.0
0.00
0.00
0.0
226.9
4
0.1
6
35.50
0.00
0.00
0.0
0.00
0.00
0.0
302.5
5
0.2
12
35.50
0.00
0.00
0.0
0.00
0.00
0.0
378.1
e
0.2
23
35.50
0.00
0.00
0.0
0.00
0.00
0.0
453.7
7
0.3
37
35.50
0.00
0.00
0.0
0.00
0.00
0.0
529.3
8
0.4
57
35.50
0.00
0.00
0.0
0.00
0.00
0.0
605.0
9
0.5
83
35.50
0.00
0.00
0.0
0.00
0.00
0.0
680.6
10
0.7
116
35.50
0.00
0.00
0.0
0.00
0.00
0.0
756.2
11
0.8
155
35.50
0.00
0.00
0.0
0.00
0.00
0.0
831.8
12
0.9
203
35.50
0.00
0.00
0.0
0.00
0.00
0.0
907.4
13
1.1
260
35.50
0.00
0.00
0.0
0.00
0.00
0.0
983.0
14
1.3
326
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1058.7
15
1.4
401
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1134.3
18
1.6
487
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1209.9
17
1.8
584
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1285.5
18
2.0
691
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1361.1
19
2.2
oil
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1436.8
20
2.4
942
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1512.4
21
2.6
1085
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1588.0
22
2.8
1241
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1663.6
23
3.0
1409
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1739.2
24
3.2
1590
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1814.9
25
3.4
1784
35.50
0.00
0.00
0.0
0.00
0.00
0.0
1890.5
26
3,6
1990
35.51
0.00
0.00
0.0
0.00
0.00
23.9
1966.1
27
3.9
2209
35.55
0.00
0.00
0.0
0.00
0.00
167.3
2041.7
28
4.1
2441
35.60
0.00
0.00
0.0
0.00
0.00
323.3
2117.3
29
4.3
2685
35.64
0.00
0.00
0.0
0.00
0.00
491.7
2192.9
30
4.5
2941
35.68
0.00
0.00
0.0
0.00
0.00
672.3
2268.6
31
4.7
3209
35.73
0.00
0.00
0.0
0.00
0.00
864.9
2344.2
32
4.9
3489
35.78
0.00
0.00
0.0
0.00
0.00
1069.2
2419.8
33
5,0
3780
35.83
0.00
0.00
0.0
0.00
0.00
1284.8
2495A
34
5.2
4082
35.88
0.00
0,00
0.0
0.00
0.00
1511.3
2571.0
35
5A
4395
35.93
0.00
0.00
0.0
0.00
0.00
1748.3
2646.7
36
5.5
4718
35.98
0.00
0.00
0.0
0.00
0.00
1995.3
2722.3
37
5.7
5050
36.04
0.00
0.00
0.0
0.00
0.00
2251.7
2797.9
38
5.8
5391
36.09
0.00
0.00
0.0
0.00
0.00
2517.0
2873.5
39
5.9
5740
36.15
0.00
0.00
0.0
0.00
0.00
2790.6
2949.1
40
6.1
6097
36.21
0.00
0.00
0.0
0.00
0.00
3071.8
3024.8
41
6.2
6460
36.26
0.00
0.00
0.0
0.00
0.00
3360.0
3100A
42
6.3
6930
36.32
0.00
0.00
0.0
0.00
0.00
3654.4
3176.0
43
6.3
7206
36.38
0.00
0.00
0.0
0.00
0.00
3954.2
3251.6
44
6.4
7586
36.44
0.00
0.00
0.0
0.00
0.00
4258.9
3327.2
45
6.5
7970
36.50
0.00
0.00
0.0
0.00
0.00
4567.5
3402.8
46
6.5
8358
36.56
0.00
0.00
0.0
0.00
0.00
4879.3
3478.5
47
6.5
8748
30.62
0.00
0.00
0.0
0.00
0.00
5193.4
3554.1
G U013S1t01U100/SFemiy
1301a k,nii0451nfiluawn Ranting
IDD045r

Revised: 8122111
Family Dollar
10045
ALG
Stormwater Infiltration Basin
Fouling
100-year 24hr Storm
48
6.5
9139
36.68
0.00
0.00
0.0
0.00
0.00
5509.2
3629.7
49
6.5
9531
36.74
0.00
0.00
0.0
0.00
0.00
5825.6
3706.3
50
6.5
9923
36.80
0.00
0.00
0.0
0.00
0.00
6142.0
3780.9
51
6.5
10314
38.86
0.00
0.00
0.0
0.00
0.00
6457.5
3856.6
52
6.4
10703
36.92
0.00
0.00
0.0
0.00
0.00
6771.2
3932.2
53
6.4
11090
36.97
0.00
0.00
0.0
0.00
0.00
7082.3
4007.8
64
6.3
11474
37.03
0.00
0.00
0.0
0.00
0.00
7390.1
4083.4
55
6.2
11853
37.09
0.00
0.00
0.0
0.00
0.00
7693.8
4159.0
56
6.1
12227
37.14
0.00
0.00
0.0
0.00
0.00
7992.5
4234.7
57
6.0
12596
37.19
0.00
0.00
0.0
0.00
0.00
8285.6
4310.3
58
5.9
12058
37.25
0.00
0.00
0.0
0.00
0.00
8572.3
4385.9
59
5.0
13313
37.30
0.00
0.00
0.0
0.00
0.00
8851.9
4461.5
60
5.7
13661
37.34
0.00
0.00
0.0
0.00
0.00
9123.7
4537.1
61
5.5
14000
37.39
0.00
0.00
0.0
0.00
0.00
9387.1
4612.7
62
5.4
14330
37.44
0.00
0.00
0.0
0.00
0.00
9642.0
4688.4
63
6.2
14652
37.48
0.00
0.00
0.0
0.00
0.00
9888.2
4764.0
64
5.1
14965
37.52
0.00
0.00
0.0
0.00
0.00
10125.8
4839.6
65
4.9
15270
37.56
0.00
0.00
0.0
0.00
0.00
10355.2
4915.2
66
4.8
15567
37.60
0.00
0.00
0.0
0.00
0.00
10576.4
4990.8
67
4.7
15856
37.64
0.00
0.00
0.0
0.00
0.00
10789.8
5066.5
68
4.6
16138
37.67
0.00
0.00
0.0
0.00
0.00
10995.5
5142.1
69
4.4
18411
37.71
0.00
0.00
0.0
0.00
0.00
11193.8
5217.7
70
4.3
16678
37.74
0.00
0.00
0.0
0.00
0.00
11384.8
5293.3
71
4.2
16938
37.77
0.00
0.00
0.0
0.00
0.00
11568.7
5368.9
72
4.1
17190
37.80
0.00
0.00
0.0
0.00
0.00
11745.7
5444.6
73
4.0
17436
37.83
0.00
0.00
0.0
0.00
0.00
11916.1
5520.2
74
3.9
17676
37.86
0.00
0.00
0.0
0.00
0.00
12079.9
5595.8
75
3.8
17909
37.89
0.00
0.00
0.0
0.00
0.00
12237.4
5671.4
76
3.7
18136
37.92
0.00
0.00
0.0
0.00
0.00
12388.7
5747.0
77
3.6
18357
37.94
0.00
0.00
0.0
0.00
0.00
12534.0
5822.6
78
3.5
18572
37.96
0.00
0.00
0.0
0.00
0.00
12673.4
5898.3
79
3.4
18781
37.99
0.00
0.00
0.0
0.00
0.00
12807.2
5973.9
80
3.3
18985
38.01
0.00
0.00
0.0
0.00
0.00
12935.4
6049.5
81
3.2
19183
38.03
0.00
0.00
0.0
0.00
0.00
13058.1
6125.1
82
3.1
19376
38.05
0.00
0.00
0.0
0.00
0.00
13175.7
6200.7
83
3.1
19564
38.07
0.00
0.00
0.0
0.00
0.00
13288.1
6276.4
84
3.0
19747
36.09
0.00
0.00
0.0
0.00
0.00
13395.5
6352.0
85
2.9
19926
30.11
0.00
0.00
0.0
0.00
0.00
13498.1
6427.6
86
2.8
20099
38.12
0.00
0.00
0.0
0.00
0.00
13595.9
6503.2
87
2.7
20268
38.14
0.00
0.00
0.0
0.00
0.00
13689.2
6578.8
88
2.7
20432
38.15
0.00
0.00
0.0
0.00
0.00
13777.9
6654.5
89
2.6
20592
38.17
0.00
0.00
0.0
0.00
0.00
13862.3
6730.1
90
2.5
20748
38.18
0.00
0.00
0.0
0.00
0.00
13942.5
6805.7
91
2.5
20900
30.19
0.00
0.00
0.0
0.00
0.00
14018.6
6881.3
92
2.4
21048
38.21
0.00
0.00
0.0
0.00
0.00
14090.6
6956.9
93
2.3
21191
3B.22
0.00
0.00
0.0
0.00
0.00
14158.7
7032.5
94
2.3
21331
38.23
0.00
0.00
0.0
0.00
0.00
14223.0
7108.2
95
2.2
21467
38.24
0.00
0.00
0.0
0.00
0.00
14283.E
7183.8
96
2.2
21600
38.25
0.00
0.00
0.0
0.00
0.00
14340.6
7259.4
97
2.1
21729
38.26
0.00
0.00
0.0
0.00
0.00
14394.0
7335.0
98
2.0
21855
38.27
0.00
0.00
0.0
0.00
0.00
14444.1
7410.6
99
2.0
21977
38.27
0.00
0.00
0.0
0.00
0.00
14490.8
7486.3
100
1.9
22096
38.28
0.00
0.00
0.0
0.00
0.00
14534.3
7561.9
101
1.9
22212
38.29
0.00
0.00
0.0
0.00
0.00
14574.6
7637.5
102
1.8
22325
38.29
0.00
0.00
0.0
0.00
0.00
14611.8
7713.1
103
1.8
22435
38.30
0.00
0.00
0.0
0.00
0.00
14646.1
7788.7
104
1.7
22542
38.31
0.00
0.00
0.0
0.00
0.00
14677.4
7864.4
105
1.7
22646
38.31
0.00
0.00
0.0
0.00
0.00
14705.9
7940.0
106
1.6
22747
38.32
0.00
0.00
0.0
0.00
0.00
14731.6
8015.6
107
1.6
22846
38.32
0.00
0.00
0.0
0.00
0.00
14754.7
8091.2
108
1.6
22942
38.32
0.00
0.00
0.0
0.00
0.00
14775.1
B166.8
109
1.5
23035
38.33
0.00
0.00
0.0
0.00
0.00
14793.0
8242.4
110
1.5
23126
38.33
0.00
0.00
0.0
0.00
0.00
14808.4
6318.1
111
1.4
23215
38.33
0.00
0.00
0.0
0.00
0.00
14821.4
8393.7
112
1.4
23301
38.33
0.00
0.00
0.0
0.00
0.00
14832.1
8469.3
113
1.4
23385
38.33
0.00
0.00
0.0
0.00
0.00
14840.4
8544.9
114
1.3
23467
38.33
0.00
0.00
0.0
0.00
0.00
14846.6
8620.5
115
1.3
23547
38.34
0.00
0.00
0.0
0.00
0.00
14850.6
8696.2
116
1.3
23624
38.34
0.00
0.00
0.0
0.00
0.00
14852.4
8771.8
117
1.2
23700
3B.34
0.00
0.00
0.0
0.00
0.00
14852.2
8847.4
118
1.2
23773
38.34
0.00
0.00
0.0
0.00
0.00
14850.0
8923.0
119
1.2
23845
38.33
0.00
0.00
0.0
0.00
0.00
14845.9
8998.6
120
1.1
23914
38.33
0.00
0.00
0.0
0.00
0.00
14839.9
9074.3
121
1.1
23982
38.33
0.00
0.00
0.0
0.00
0.00
14832.0
9149.9
122
1.1
24048
38.33
0.00
0.00
0.0
0.00
0.00
14822.3
9225.5
123
to
24112
38.33
0.00
0.00
0.0
0.00
0.00
14810.9
9301.1
124
1.0
24174
38.33
0.00
0.00
0.0
0.00
0.00
14797.8
9376.7
125
1.0
24235
38.32
0.00
0.00
0.0
0.00
0.00
14783.0
9452.3
GIOBS1iMMlo045kQnily Dollark24Mp451nrl"bo011rUinB My40.00
0.00
0.0
0.00
0.00
14766.6
9528.0

Revised:
8/22/11
Family Dollar
ALG
Stormwater Infiltration Basin
Routing
10045
100-year 24hr Slarm
127
0.9
24352
38.32
0.00
0.00
0.0
0.00
0.00
14748.8
9603.6
128
0.9
24408
38.31
0.00
0.00
0.0
0.00
0.00
14729.1
9679.2
129
0.9
24463
38.31
0.00
0.00
0.0
0.00
0.00
14708.2
9754.8
130
0.9
24516
38.31
0.00
0.00
0.0
0.00
0.00
14685.7
9830.4
131
0.8
24568
38.30
0.00
0.00
0.0
0.00
0.00
14661.9
9906.1
132
0.8
24618
38.30
0.00
0.00
0.0
0.00
0.00
14636.7
9981.7
133
0.8
24667
38.29
0.00
0.00
0.0
0.00
0.00
14610.2
10057.3
134
0.8
24715
38.29
0.00
0.00
0.0
0.00
0.00
14582.3
10132.9
135
0.8
24762
38.29
0.00
0.00
0.0
0.00
0.00
14553.2
10208.5
136
0.7
24807
38.28
0.00
0.00
0.0
0.00
0.00
14522.9
10284.2
137
0.7
24851
38.27
0.00
0.00
0.0
0.00
0.00
14491.3
10359.8
138
0.7
24894
38.27
0.00
0.00
0.0
0.00
0.00
14458.6
10435.4
139
0.7
24936
38.26
0.00
0.00
0.0
0.00
0.00
14424.7
10511.0
140
0.7
24976
38.26
0.00
0.00
0.0
0.00
0.00
14389.8
10586.6
141
0.6
25016
38.25
0.00
0.00
0.0
0.00
0.00
14353.7
10662.2
142
0.6
25055
38.25
0.00
0.00
0.0
0.00
0.00
14316.7
10737.9
143
0.6
25092
38.24
0.00
0.00
0.0
0.00
0.00
14278.6
10813.5
144
0.6
25129
38.23
0.00
0.00
0.0
0.00
0.00
14239.5
10889.1
145
0.6
25164
38.23
0.00
0.00
0.0
0.00
0.00
14199.4
10964.7
146
0.6
25199
38.22
0.00
0.00
0.0
0.00
0.00
14158A
11040.3
147
0.5
25232
38.21
0.00
0.00
0.0
0.00
0.00
14116.4
11116.0
148
0.5
25265
38.20
0.00
0.00
0.0
0.00
0.00
14073.6
11191.6
149
0.5
25297
38.20
0.00
0.00
0.0
0.00
0.00
14029.9
11267.2
150
0.5
25328
38.19
0.00
0.00
0.0
0.00
0.00
13985.4
11342.8
151
0.5
25358
38.18
0.00
0.00
0.0
0.00
0.00
13940.0
11418.4
152
0.5
25388
38.17
0.00
0.00
0.0
0.00
0.00
13893.9
11494.1
153
0.5
25417
38.17
0.00
0.00
0.0
0.00
0.00
13846.9
11569.7
154
0.5
25445
38.16
0.00
0.00
0.0
0.00
0.00
13799.2
11645.3
155
0.4
25472
38.15
0.00
0.00
0.0
0.00
0.00
13750.8
11720.9
156
0.4
25498
38.14
0.00
0.00
0.0
0.00
0.00
13701.6
11796.5
157
0A
25524
38.13
0.00
0.00
0.0
0.00
0.00
13651.6
11872.1
158
0.4
25549
38.12
0.00
0.00
0.0
0.00
0.00
13601.2
11947.6
159
0.4
25573
38.11
0.00
0.00
0.0
0.00
0.00
13550.0
12023.4
160
0.4
25597
38.11
0.00
0.00
0.0
0.00
0.00
13498.1
12099.0
161
0.4
25620
38.10
0.00
0.00
0.0
0.00
0.00
13445.6
12174.6
162
0.4
25643
38.09
0.00
0.00
0.0
0.00
0.00
13392.5
12250.2
163
0.4
25665
38.08
0.00
0.00
0.0
0.00
0.00
13338.8
12325.9
164
U
25686
38.07
0.00
0.00
0.0
0.00
0.00
13284.6
12401.5
166
0.3
25707
38.06
0.00
0.00
0.0
0.00
0.00
13229.7
12477.1
166
0.3
25727
36.05
0.00
0.00
0.0
0.00
0.00
13174.3
12552.7
167
0.3
25747
38.04
0.00
0.00
0.0
0.00
0.00
13118.4
12628.3
168
0.3
25766
38.03
0.00
0.00
0.0
0.00
0.00
13061.9
12704.0
169
0.3
25785
38.02
0.00
0.00
0.0
0.00
0.00
13005.0
12779.6
170
0.3
25803
38.01
0.00
0.00
0.0
0.00
0.00
12947.5
12855.2
171
0.3
25820
38.00
0.00
0.00
0.0
0.00
0.00
12889.6
12930.6
172
0.3
25838
37.99
0.00
0.00
0.0
0.00
0.00
12831.2
13006.4
173
0.3
25654
37.98
0.00
0.00
0.0
0.00
0.00
12772.3
13082.0
174
U
25871
37.97
0.00
0.00
0.0
0.00
0.00
12713.0
13157.7
175
0.3
25887
37.96
0.00
0.00
0.0
0.00
0.00
12653.3
13233.3
176
0.3
25902
37.95
0.00
0.00
0.0
0.00
0.00
12593.1
13308.9
177
0.2
25917
37.94
0.00
0.00
0.0
0.00
0.00
12532.5
13384.5
178
0.2
25932
37.93
0.00
0.00
0.0
0.00
0.00
12471.6
13460.1
179
0.2
25946
37.92
0.00
0.00
0.0
0.00
0.00
12410.2
13535.8
180
0.2
25960
37.91
0.00
0.00
0.0
0.00
0.00
12348.5
13611.4
181
0.2
25973
37.90
0.00
0.00
0.0
0.00
0.00
12286.4
13687.0
182
0.2
25987
37.89
0.00
0.00
0.0
0.00
0.00
12223.9
13762.6
183
0.2
25999
37.88
0.00
0.00
0.0
0.00
0.00
12161.1
13838.2
184
0.2
26012
37.87
0.00
0.00
0.0
0.00
0.00
12097.9
13913.9
185
0.2
26024
37.85
0.00
0.00
0.0
0.00
0.00
12034.5
13989.5
186
0.2
26036
37.84
0.00
0.00
0.0
0.00
0.00
11970.7
14065.1
187
0.2
26047
37.83
0.00
0.00
0.0
0.00
0.00
11906.5
14140.7
188
0.2
26058
37.82
0.00
0.00
0.0
0.00
0.00
11842.1
14216.3
189
0.2
26069
37.81
0.00
0.00
0.0
0.00
0.00
11777.4
14291.9
190
0.2
26080
37.80
0.00
0.00
0.0
0.00
0.00
11712.4
14367.6
191
0.2
26090
37.79
0.00
0.00
0.0
0.00
0.00
11647.1
14443.2
192
0.2
26100
37.76
0.00
0.00
0.0
0.00
0.00
11581.5
14518.8
193
0.2
26110
37.76
0.00
0.00
0.0
0.00
0.00
11515.7
14594.4
194
0.2
26120
37.75
0.00
0.00
0.0
0.00
0.00
11449.6
14670.0
195
0.2
26129
37.74
0.00
0.00
0.0
0.00
0.00
11383.3
14745.7
196
0.1
28138
37.73
0.00
0.00
0.0
0.00
0.00
11316.7
14821.3
197
0.1
26147
37.72
0.00
0.00
0.0
0.00
0.00
11249.9
14896.9
198
0.1
26155
37.71
0.00
0.00
0.0
0.00
0.00
11182.8
14972.5
199
0.1
26164
37.70
0.00
0.00
0.0
0.00
0.00
11115.5
15048.1
200
0.1
26172
37.68
0.00
0.00
0.0
0.00
0.00
11048.0
15123.8
201
0.1
26180
37.67
0.00
D.OD
0.0
0.00
0.00
10980.3
15199.4
202
0.1
26187
37.66
0.00
0.00
0.0
0.00
0.00
10912.4
15275.0
203
0.1
26195
37.65
0.00
0.00
0.0
0.00
0.00
10844.2
15350.6
204
0.1
26202
37.64
0.00
0.00
0.0
0.00
0.00
10775.9
15426.2
GW6B612a10110045044mIry
DOIIaAaM(5b45
Wilvatioa-
Ang
00
0.00
100yr24hr0.
0.0
0.00
0.00
10707.4
15501.8

Revised: 8/22/11
Family Dollar
10045
ALG
Stormwater Infiltration Ba3ln
Routing
100-year 24hr Storm
206
0.1
26216
37.61
0.00
0.00
0.0
0.00
0.00
10638.7
15577.5
207
0.1
26223
37.60
0.00
0.00
0.0
0.00
0.00
10569.8
15653.1
208
0.1
26229
37.59
0.00
0.00
0.0
0.00
0.00
10500.7
15728.7
209
0.1
26236
37.58
0.00
0.00
0.0
0.00
0.00
10431.4
15804.3
210
0.1
26242
37.50
0.00
0.00
0.0
0.00
0.00
10362.0
15879.9
211
0.1
26248
37.55
0.00
0.00
0.0
0.00
0.00
10292.4
15955.6
212
0.1
28254
37.54
0.00
0.00
0.0
0.00
0.00
10222.7
16031.2
213
0.1
26260
37.53
0.00
0.00
0.0
0.00
0.00
10152.8
16106.8
214
0.1
26265
37.51
0.00
0.00
0.0
0.00
0.00
10082.8
16182.4
215
0.1
26271
37.50
0.00
0.00
0.0
0.00
0.00
10012.6
16258.0
216
0.1
26276
37.49
0.00
0.00
0.0
0.00
0.00
9942.2
16333.7
217
0.1
26281
37.48
0.00
0.00
0.0
0.00
0.00
9871.7
16409.3
218
0.1
26286
37.46
0.00
0.00
0.0
0.00
0.00
9801.1
16484.9
219
0.1
26291
37.45
0.00
0.00
0.0
0.00
0.00
9730.4
16560.5
220
0.1
26296
37.44
0.00
0.00
0.0
0.00
0.00
9659.5
16636.1
221
0.1
26300
37.43
0.00
0.00
0.0
0.00
0.00
9586.5
16711.7
222
0.1
26305
37.41
0.00
0.00
0.0
0.00
0.00
9517.4
16787.4
223
0.1
26309
37.40
0.00
0.00
0.0
0.00
0.00
9446.1
16863.0
224
0.1
26313
37.39
0.00
0.00
0.0
0.00
0.00
9374.7
16938.6
225
0.1
26317
37.38
0.00
0.00
0.0
0.00
0.00
9303.3
17014.2
226
0.1
26322
37.36
0.00
0.00
0.0
0.00
0.00
9231.7
17089.8
227
0.1
26325
37.35
0.00
0.00
0.0
0.00
0.00
9160.0
17165.5
228
0.1
26329
37.34
0.00
0.00
0.0
0.00
0.00
9088.2
17241.1
229
0.1
26333
37.32
0.00
0.00
0.0
0.00
0.00
9016.3
17316.7
230
0.1
26337
37.31
0.00
0.00
0.0
0.00
0.00
8944.3
17392.3
231
0.1
26340
37.30
0.00
0.00
0.0
0.00
0.00
8872.2
17467.9
232
0.1
26344
37.29
0.00
0.00
0.0
0.00
0.00
8800.0
17543.6
233
0.1
26347
37.27
0.00
0.00
0.0
0.00
0.00
8727.8
17619.2
234
0.1
26350
37.26
0.00
0.00
0.0
0.00
0.00
8655.4
17694.8
235
0.1
26353
37.25
0.00
0.00
0.0
0.00
0.00
8562.9
17770.4
236
0.1
26356
37.23
0.00
0.00
0.0
0.00
0.00
8510.4
17846.0
237
0.0
26359
37.22
0.00
0.00
0.0
0.00
0.00
8437.8
17921.6
238
0.0
26362
37.21
0.00
0.00
0.0
0.00
0.00
8365.1
17997.3
239
0.0
26365
37.19
0.00
0.00
0.0
0.00
0.00
8292.3
18072.9
240
0.0
26368
37.18
0.00
0.00
0.0
0.00
0.00
8219.5
18148.5
241
0.0
26371
37.17
0.00
0.00
0.0
0.00
0.00
8146.6
18224.1
242
0.0
26373
37.16
0.00
0.00
0.0
0.00
0.00
8073.6
18299.7
243
0.0
26376
37.14
0.00
0.00
0.0
0.00
0.00
8000.5
18375.4
244
0.0
26378
37.13
0.00
0.00
0.0
0.00
0.00
7927.4
18451.0
245
0.0
26381
37.12
0.00
0.00
0.0
0.00
0.00
7854.2
18526.6
246
0.0
26383
37.10
0.00
0.00
0.0
0.00
0.00
7780.9
18602.2
247
0.0
26385
37.09
0.00
0.00
0.0
0.00
0.00
7707.6
18677.8
240
0.0
26388
37.08
0.00
0.00
0.0
0.00
0.00
7634.2
18753.5
249
0.0
26390
37.06
0.00
0.00
0.0
0.00
0.00
7560.8
18829.1
250
0.0
26392
37.05
0.00
0.00
0.0
0.00
0.00
7487.3
18904.7
251
0.0
26394
37.04
0.00
0.00
0.0
0.00
0.00
7413.7
18980.3
252
0.0
26396
37.02
0.00
0.00
0.0
0.00
0.00
7340.1
19055.9
253
0.0
26398
37.01
0.00
0.00
0.0
0.00
0.00
7266.4
19131.5
254
0.0
26400
36.99
0.00
0.00
0.0
0.00
0.00
7192.7
19207.2
255
0.0
26402
36.98
0.00
0.00
0.0
0.00
0.00
7118.9
19282.8
256
0.0
26404
36.97
0.00
0.00
0.0
0.00
0.00
7045.1
19356.4
257
0.0
26405
36.95
0.00
0.00
0.0
0.00
0.00
6971.3
19434.0
258
0.0
26407
36.94
0.00
0.00
0.0
0.00
0.00
6897.3
19509.6
259
0.0
26409
36.93
0.00
0.00
0.0
0.00
0.00
6823.4
19585.3
260
0.0
26410
36.91
0.00
0.00
0.0
0.00
0.00
6749.4
19660.9
261
0.0
26412
36.90
0.00
0.00
0.0
0.00
0.00
6675.3
19736.5
262
0.0
26413
36.89
0.00
0.00
0.0
0.00
0.00
6601.3
19812.1
263
0.0
26415
36.87
0.00
0.00
0.0
0.00
0.00
6527.1
19887.7
264
0.0
26410
36.86
0.00
0.00
0.0
0.00
0.00
6453.0
19963.4
265
0.0
26418
36.84
0.00
0.00
0.0
0.00
0.00
6378.8
20039.0
268
0.0
26419
36.83
0.00
0.00
0.0
0.00
0.00
6304.5
20114.6
267
0.0
26420
36.82
0.00
0.00
0.0
0.00
0.00
6230.2
20190.2
260
0.0
26422
36.80
0.00
0.00
0.0
0.00
0.00
6155.9
20265.8
269
0.0
26423
36.79
0.00
0.00
0.0
0.00
0.00
6081.6
20341.4
270
0.0
26424
36.77
0.00
0.00
0.0
0.00
0.00
6007.2
20417.1
271
0.0
26425
36.76
0.00
0.00
0.0
0.00
0.00
5932.8
20492.7
272
0,0
26427
36.75
0.00
0.00
0.0
0.00
0.00
5858.3
20568.3
273
0.0
26428
36.73
0.00
0.00
0.0
0.00
0.00
5783.9
20643.9
274
0.0
26429
36.72
0.00
0.00
0.0
0.00
0.00
5709A
20719.5
275
0.0
26430
36.70
0.00
0.00
0.0
0.00
0.00
5634.8
20795.2
276
0.0
26431
36.69
0.00
0.00
0.0
0.00
0.00
5560.3
20870.8
277
0.0
26432
36.68
0.00
0.00
0.0
0.00
0.00
5485.7
20946.4
278
0.0
26433
36.66
0.00
0.00
0.0
0.00
0.00
5411.0
21022.0
279
0.0
26434
36.65
0.00
0.00
0.0
0.00
0.00
5336.4
21097.6
280
0.0
26435
36.63
0.00
0.00
0.0
0.00
0.00
5261.7
21173.3
281
0.0
26436
36.62
0.00
0.00
0.0
0.00
0.00
5187.0
21248.9
282
0.0
26437
36.61
0.00
0.00
0.0
0.00
0.00
5112.3
21324.5
283
0.0
26438
36.59
0.00
0.00
0.0
0.00
0.00
5037.5
21400.1
'(?WB5@01 Al OU GInily DollOaMO045 witralioRMAng
1 Wyr245r 0.00
0.00
0.0
0.00
0.00
4962.8
21475.7

Revised: 8/22/11 Family Dollar 10045
ALG Stormwater Infiltration Basin Routing
100-year 24hr Storm
285
0.0
26439
36.56
0.00
0.00
0.0
0.00
0.00
4888.0
21551.3
286
0.0
28440
36.55
0.00
0.00
0.0
0.00
0.00
4813.2
21627.0
287
0.0
26441
36.53
0.00
0.00
0.0
0.00
0.00
4738.3
21702.6
285
0.0
26442
36.52
0.00
0.00
0.0
0.00
0.00
4663.5
21778.2
289
0.0
26442
36.50
0.00
0.00
0.0
0.00
0.00
4588.6
21853.8
290
0.0
26443
36.49
0.00
0.00
0.0
0.00
0.00
4513.7
21929.4
291
0.0
26444
36.48
0.00
0.00
0.0
0.00
0.00
4438.8
22005.1
292
0.0
26445
36.46
0.00
0.00
0.0
0.00
0.00
4363.9
22080.7
293
0.0
26445
36.45
0.00
0.00
0.0
0.00
0.00
4288.9
22156.3
294
0.0
26446
36.43
0.00
0.00
0.0
0.00
0.00
4213.9
22231.9
295
0.0
26446
36.42
0.00
0.00
0.0
0.00
0.00
4139.0
22307.5
206
0.0
26447
36.40
0.00
0.00
0.0
0.00
0.00
4064.0
22383.2
297
0.0
26448
38.39
0.00
0.00
0.0
0.00
0.00
3988.9
22458.8
298
0.0
26448
36.37
0.00
0.00
0.0
0.00
0.00
3913.9
22534.4
299
0.0
26449
36.36
0.00
0.00
0.0
0.00
0.00
3838.8
22610.0
300
0.0
26449
36.34
0.00
0.00
0.0
0.00
0.00
3763.8
22685.6
301
0.0
26450
36.33
0.00
0.00
0.0
0.00
0.00
3688.7
22761.2
302
0.0
26450
36.31
0.00
0.00
0.0
0.00
0.00
3613.6
22836.9
303
0.0
26451
38.30
0.00
0.00
0.0
0.00
0.00
3538.5
22912.5
304
0.0
26451
36.28
0.00
0.00
0.0
0.00
0.00
3463.4
22988.1
305
0.0
26452
36.27
0.00
0.00
0.0
0.00
0.00
3388.2
23063.7
306
0.0
26452
36.25
0.00
0.00
0.0
0.00
0.00
3313.1
23139.3
307
0.0
26453
36.24
0.00
0.00
0.0
0.00
0.00
3237.9
23215.0
308
0.0
26453
36.22
0.00
0.00
0.0
0.00
0.00
3162.8
23290.6
309
0.0
26454
36.21
0.00
0.00
0.0
0.00
0.00
3087.6
23366.2
310
0.0
26454
36.19
0.00
0.00
0.0
0.00
0.00
3012.4
23441.8
311
0.0
28455
36.18
0.00
0.00
0.0
0.00
0.00
2937.2
23517.4
312
0.0
28455
36.16
0.00
0.00
0.0
0.00
0.00
2861.9
23593.1
313
0.0
28455
36.15
0.00
0.00
0.0
0.00
0.00
2786.7
23668.7
314
0.0
26456
36.13
0.00
0.00
0.0
0.00
0.00
2711.5
23744.3
315
0.0
26456
36.12
0.00
0.00
0.0
0.00
0.00
2636.2
23819.9
316
0.0
26456
36.10
0.00
0.00
0.0
0.00
0.00
2561.0
23895.5
317
0.0
26457
36.08
0.00
0.00
0.0
0.00
0.00
2485.7
23971.1
318
0.0
26457
36.07
0.00
0.00
0.0
0.00
0.00
2410.4
24046.8
319
0.0
26458
36.05
0.00
0.00
0.0
0.00
0.00
2335.1
24122.4
320
0.0
26458
36.04
0.00
0.00
0.0
0.00
0.00
2259.8
24198.0
321
0.0
26458
36.02
0.00
0.00
0.0
0.00
0.00
2184.5
24273.6
322
0.0
26459
36.01
0.00
0.00
0.0
0.00
0.00
2109.2
24349.2
323
0.0
26459
35.99
0.00
0.00
0.0
0.00
0.00
2033.9
24424.9
324
0.0
26459
35.97
0.00
0.00
0.0
0.00
0.00
1958.6
24500.5
325
0.0
26459
35.96
0.00
0.00
0.0
0.00
0.00
1883.2
24576.1
325
0.0
26460
35.94
0.00
0.00
0.0
0.00
0.00
1807.9
24651.7
327
0.0
26460
35.93
0.00
0.00
0.0
0.00
0.00
1732.5
24727.3
328
0.0
26460
35.91
0.00
0.00
0.0
0.00
0.00
1657.2
24803.0
329
0.0
26460
36.89
0.00
0.00
0.0
0.00
0.00
1581.8
24878.6
330
0.0
26461
35.88
0.00
0.00
0.0
0.00
0.00
1506.4
24954.2
331
0.0
28461
35.86
0.00
0.00
0.0
0.00
0.00
1431.1
25029.8
332
0.0
26461
35.84
0.00
0.00
0.0
0.00
0.00
1355.7
25105.4
333
0.0
26461
35.83
0.00
0.00
0.0
0.00
0.00
1280.3
25181.0
334
0.0
26462
35.01
0.00
0.00
0.0
0.00
0.00
1204.9
25256.7
335
0.0
26462
35.79
0.00
0.00
0.0
0.00
0.00
1129.5
25332.3
336
0.0
26462
35.77
0.00
0.00
0.0
0.00
0.00
1054.1
25407.9
337
0.0
26462
35.76
0.00
0.00
0.0
0.00
0.00
978.7
25483.5
335
0.0
26462
35.74
0.00
0.00
0.0
0.00
0.00
903.2
25559.1
339
0.0
26463
35.72
0.00
0.00
0.0
0.00
0.00
827.8
25634.8
340
0.0
26463
35.70
0.00
0.00
0.0
0.00
0.00
752.4
25710.4
341
0.0
26463
35.69
0.00
0.00
0.0
0.00
0.00
677.0
25786.0
342
0.0
26463
35.67
0.00
0.00
0.0
0.00
0.00
601.5
25861.6
343
0.0
26453
35.65
0.00
0.00
0.0
0.00
0.00
526.1
25937.2
344
0.0
20463
35.63
0.00
0.00
0.0
0.00
0.00
450.6
26012.9
345
0.0
26464
35.61
0.00
0.00
0.0
0.00
0.00
375.2
26088.5
346
0.0
26464
35.59
0.00
0.00
0.0
0.00
0.00
299.7
26164.1
347
0.0
26464
35.57
0.00
0.00
0.0
0.00
0.00
224.2
26239.7
348
0.0
26464
35.55
0.00
0.00
0.0
0.00
0.00
148.8
26315.3
349
0.0
26464
35.53
0.00
0.00
0.0
0.00
0.00
73.3
26390.9
350
0.0
26464
35.50
0.00
0.00
0.0
0.00
0.00
0.0
26466.6
GMO9S720W0a4SFarnly Doll.M la1100451nhllratmn Rwllnp 10ey24hr

Revised: 8/22/11 Family Dollar 10045
ALG Stormwaler Infiltration Basin Routing
10-year 24hr Storm
(Half Infiltration Rate)
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 10 YR
7.23 INIHR
Oa - 0.40 CPS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 7.00 INCHES 10yr, 24hr PRECIPITATION
CN= 83
S = (1000/CN)-10
S. 2.05
Depth (D) = (P-0.2S)A2/(P+0.8S)
D = 5.03 IN -10yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = ((43.5)(D)(Arl / Op
Tp= 40.88 MINUTES
Storage Volume Req'd - (Op-Da)'Tp•1.39'60
15,420 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 35.50 feet
AFTER DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFFCOEF.'C
0.74
TIM OF CONCENTR
5.00 MIN
INTENSITY 10 YR
7.231N/HR
Op = 4.92 CFS
Dp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(Big ft)
(cu ft)
(cu ft)
35.50
4033
0
0
0
0
0
0.00
36.00
4435
2.117
2,117
0.5
7.6578
-0,6931
0.51
37.00
5290
4,863
6,980
1.5
8.8507
0.4056
1.46
38.00
6200
5.745
12,725
2.5
9.4513
0,9163
2.47
39.00
7170
6.685
19,410
3.5
9.8735
1.2528
3.59
Regression Output:
__, Ks •
4563
b=
1.13
X CoeRcient
8.43
G,UOfiSW Wt10045-Family Dollancalg110045 Infiltration Routing 1 0yQ4hr - hall iniil rate (DENR)

Revised: 8/22/11 Family Dollar 10045
ALG Stormwater Infiltration Basin Routing
10-year 24hr Storm
(Half Infiltration Rate)
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
0.40 cis
Op =
4.92 cis
• Infiftration rate =
8.75 In1hr
Tp =
40.9 min
(Assume Half Infiltration Rate: See Soils Report)
dT=
1 min
BASIN DATA
Basin Drawdown Time =
7.4 hours
Ks =
4563
(see Page 8 this report)
a=
1.13
Zo =
35.50 fl
Normal water elev =
35.50 fl
Peak Outflow=
0.00 cfs
Box Weir
Length =
0 R
Peak Stage -
37.82 1t
Cw =
0.0
Maximum Storage =
10,662 cu It
Zcr =
0.00 fit
Control Holes:
State Orifice:
Dia -
0.00 in
Dd=
0 in
Inv-
0.00 ft
Cd=
0
Weir: L-
0in
ZI=
0.00 it
Inv=
0.0 fit
Time
Inflow
Storage
Stage
Outflow
W Riser
Barrel
Orifice
Weir
IFStore
Infiltrate
(min)
(cfs)
(cu it)
(fl)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cu It)
(cf)
0
0.0
0
35.50
0
0
0
0
0.00
0.0
0.0
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
37.8
2
0.0
0
35.50
0.00
0.00
0.0
0.00
0.00
0.0
75.6
3
0.1
2
35.50
0.00
0.00
0.0
0.00
0.00
0.0
113.4
4
0.1
6
35.50
0.00
0.00
0.0
0.00
0.00
0.0
151.2
5
02
13
35.50
0.00
0.00
0.0
0.00
0.00
0.0
189.0
6
0.3
24
35.50
0.00
0.00
0.0
0.00
0.00
0.0
226.9
7
0.3
39
35.50
0.00
0.00
0.0
0.00
0.00
0.0
264.7
8
0.5
80
35.50
0.00
0.00
0.0
0.00
0.00
0.0
302.5
9
0.6
87
35.50
0.00
0.00
0.0
0.00
0.00
0.0
340.3
10
0.7
121
35.50
0.00
0.00
0.0
0.00
0.00
0.0
378.1
11
0.8
163
35.50
0.00
0.00
0.0
0.00
0.00
0.0
415.9
12
1.0
212
35.50
0.00
0.00
0.0
0.00
0.00
0.0
453.7
13
1.1
271
35.50
0.00
0.00
0.0
0.00
0.00
0.0
491.5
14
1.3
338
35.50
0.00
0.00
0.0
0.00
0.00
0.0
529.3
15
1.5
416
35.50
0.00
0.00
0.0
0.00
0.00
0.0
567.1
16
1.6
504
35.50
0.00
0.00
0.0
0.00
0.00
0.0
605.0
17
1.8
602
35.50
0.00
0.00
0.0
0.00
0.00
0.0
642.8
18
2.0
711
35.51
0.00
0.00
0.0
0.00
0.00
30.5
680.6
19
2.2
831
35.54
0.00
0.00
0.0
0.00
0.00
112.8
718.4
20
2.4
963
35.56
0.00
0.00
0.0
0.00
0.00
206.4
756.2
21
2.6
1105
35.59
0.00
0.00
0.0
0.00
0.00
311.3
794.0
22
2.0
1259
35.62
0.00
0.00
0.0
0.00
0.00
427.5
831.8
23
2.9
1425
35.66
0.00
0.00
0.0
0.00
0.00
555.0
869.6
24
3.1
1601
35.69
0.00
0.00
0.0
0.00
0.00
693.7
907.4
25
3.3
1789
35.73
0.00
0.00
0.0
0.00
0.00
843.5
945.2
26
3.5
1987
35.76
0.00
0.00
0.0
0.00
0.00
1004.0
983.0
27
3.7
2196
35.80
0.00
0.00
0.0
0.00
0.00
1175.1
1020.9
28
3.8
2415
35.84
0.00
0.00
0.0
0.00
0.00
1356.3
1058.7
29
4.0
2644
35.08
0.00
0,00
0.0
0.00
0.00
1547.2
1096.5
30
4.1
2882
35.93
0.00
0.00
0.0
0.00
0.00
1747.4
1134.3
31
4.2
3128
35.97
0.00
0.00
0.0
0.00
0.00
1956.2
1172.1
32
4.4
3383
. 36.02
0.00
0,00
0.0
0.00
0.00
2173.2
1209.9
33
4.5
3645
36.07
0.00
0.00
0.0
0.00
0.00
2397.6
1247.7
34
4.6
3914
36.11
0.00
0.00
0.0
0.00
0.00
2628.9
1285.5
35
4.7
4190
36.16
0.00
0.00
0.0
0.00
0.00
2866.3
1323.3
36
4.8
4470
36.21
0.00
0.00
0.0
0.00
0.00
3109.0
1361.1
37
4.8
4755
36.26
0.00
0.00
0.0
0.00
0.00
3356.2
1398.9
38
4.9
5044
36.31
0.00
0.00
0.0
0.00
0.00
3607.3
1436.8
39
4.9
5336
36.36
0.00
0.00
0.0
0.00
0.00
3861.2
1474.6
40
4.9
5030
36.41
0.00
0.00
0.0
0.00
0.00
4117.2
1512.4
41
4.9
5925
36.46
0.00
0.00
0.0
0.00
0.00
4374.3
1550.2
42
4.9
6220
30.51
0.00
0.00
0.0
0.00
0.00
4631.9
1588.0
43
4.9
6515
36.56
0.00
0.00
0.0
0.00
0.00
4888.8
1625.8
44
4.9
6808
36.61
0.00
0.00
0.0
0.00
0.00
5144.4
1663.6
45
4.8
7099
36.66
0.00
0.00
0.0
0.00
0.00
5397.7
1701.4
46
4.7
7387
36.71
0.00
0.00
0.0
0.00
0.00
5647.9
1739.2
47
4.7
7671
36.75
0.00
0.00
0.0
0.00
0.00
5894.1
1777.0
G:UOBSVOIMI0M5-FaMp DOWI l"%l0 5lnfilnbon Resting
10yr141hr-haffinfilrate(DENR)

Revised: 8122/11
Family Dollar
AEG
Slormwaler
Infiltration Basin
Routing
10045
10-year 24hr Storm
(Half Infiltration Rate)
48
4.6
7950
36.80
0.00
0.00
0.0
0.00
0.00
6135.6
1814.9
49
4.5
8224
30.84
0.00
0.00
0.0
0.00
0.00
6371.5
1852.7
50
4.3
8492
36.89
0.00
0.00
0.0
0.00
0.00
6601.2
1890.5
51
4.2
8752
36.93
0.00
0.00
0.0
0.00
0.00
6823.9
1928.3
52
4.1
9005
38.97
0.00
0.00
0.0
0.00
0.00
7039.0
1966.1
53
4.0
9250
37.00
0.00
0.00
0.0
0.00
0.00
7246.4
2003.9
54
3.8
9488
37.04
0.00
0.00
0.0
0.00
0.00
7446.2
2041.7
55
3.7
9718
37.08
0.00
0.00
0.0
0.00
0.00
7638.5
2079.5
56
3.6
9941
37.11
0.00
0,00
0.0
0.00
0.00
7623.7
2117.3
57
3.5
10157
37.14
0.00
0.00
0.0
0.00
0.00
8001.8
2155.1
58
3.4
10366
37.17
0.00
0.00
0.0
0.00
0.00
8173.2
2192.9
59
3.3
10569
37.20
0.00
0.00
0.0
0.00
0.00
8338.0
2230.8
60
3.2
10765
37.23
0.00
0.00
0.0
0,00
0.00
8496.5
2268.6
61
3.1
10955
37.26
0.00
0.00
0.0
0.00
0.00
8648.9
2306.4
62
3.0
11139
37.29
0.00
0.00
0.0
0.00
0.00
8795.3
2344.2
63
2.9
11318
37.31
0.00
0.00
0.0
0.00
0.00
8935.9
2382.0
64
2.8
11491
37.33
0.00
0.00
0.0
0.00
0.00
9071.0
2419.8
65
21
11658
37.36
0.00
0.00
0.0
0.00
0.00
9200.6
2457.6
BB
2.6
11820
37.38
0.00
0.00
0.0
0.00
0.00
9325.0
2495.4
67
2.5
11978
37.40
0.00
0.00
0.0
0.00
0.00
9444.3
2533.2
68
2.5
12130
37.42
0.00
0.00
0.0
0.00
0.00
9558.7
2571.0
69
2.4
12277
37.44
0.00
0.00
0.0
0.00
0.00
9668.4
2608.6
70
2.3
12420
37.46
0.00
0.00
0.0
0.00
0.00
9773.4
2646.7
71
2.2
12558
37.48
0.00
0.00
0.0
0.00
0.00
9874.0
2684.5
72
2.2
12692
37.49
0.00
0.00
0.0
0.00
0.00
9970.2
2722.3
73
2.1
12822
37.51
0.00
0.00
0.0
0.00
0.00
10062.2
2760.1
74
2.0
12948
37.53
0.00
0.00
0.0
0.00
0.00
10150.2
2797.9
75
2.0
13070
37.54
0.00
0.00
0.0
0.00
0.00
10234.2
2835.7
76
1.9
13188
37.55
0.00
0.00
0.0
0.00
0.00
10314.4
2873.5
77
1.0
13302
37.57
0.00
0.00
0.0
0.00
0.00
10390.9
2911.3
78
1.8
13413
37.58
0.00
0.00
0.0
0.00
0.00
10463.9
2949.1
79
1.7
13520
37.59
0.00
0.00
0.0
0.00
0.00
10533.3
2986.9
so
1.7
13624
37.60
0.00
0.00
0.0
0.00
0.00
10599.4
3024.8
81
1.8
13725
37.62
0.00
0.00
0.0
0.00
0.00
10662.3
3062.6
82
1.0
13822
37.63
0.00
0.00
0.0
0.00
0.00
10722.0
3100.4
83
1.5
13917
37.64
0.00
0.00
0.0
0.00
0.00
10778.7
3138.2
84
1.5
14008
37.65
0.00
0.00
0.0
0.00
0.00
10832.4
3176.0
85
1.4
14097
37.65
0.00
0.00
0.0
0.00
0.00
10883.2
3213.8
86
1.4
14183
37.66
0.00
0.00
0.0
0.00
0.00
10931.3
3251.6
87
1.3
14266
37.67
0.00
0,00
0.0
0.00
0.00
10976.6
3289.4
88
1.3
14347
37.68
0.00
0.00
0.0
0.00
0.00
11019.4
3327.2
Be
1.3
14425
37.69
0.00
0.00
0.0
0.00
0.00
11059.7
3365.0
90
1.2
14500
37.69
0.00
0.00
0.0
0.00
0.00
11097.5
3402.8
91
1.2
14574
37.70
0.00
0.00
0.0
0.00
0.00
11132.9
3440.7
92
1.1
14645
37.70
0.00
0.00
0.0
0.00
0.00
11166.1
3478.5
93
1.1
14713
37.71
0.00
0.00
0.0
0.00
0.00
11197.0
3516.3
94
1.1
14780
37.71
0.00
0.00
0.0
0.00
0.00
11225.7
3554.1
95
1.0
14844
37.72
0.00
0.00
0.0
0.00
0.00
11252.4
3591.9
96
1.0
14907
37.72
0.00
0.00
0.0
0.00
0.00
11277.1
3629.7
97
1.0
14967
37.73
0.00
0,00
0.0
0.00
0.00
11299.8
3667.5
98
0.9
15026
37.73
0.00
0.00
0.0
0.00
0.00
11320.6
3705.3
99
0.9
15083
37.73
0.00
0.00
0.0
0.00
0.00
11339.6
3743.1
100
0,9
15138
37.74
0.00
0.00
0.0
0.00
0.00
11356.8
3780.9
101
0.9
15191
37.74
0.00
0.00
0.0
0.00
0.00
11372.3
3818.7
102
0.8
15243
37.74
0.00
0.00
0.0
0.00
0.00
11386A
3856.6
103
0.8
15293
37.74
0.00
0.00
0.0
0.00
0.00
11398.3
3894.4
104
0,8
15341
37.75
0.00
0.00
0.0
0.00
0.00
11409.0
3932.2
105
0,8
15388
37.75
0.00
0.00
0,0
0.00
0,00
11418.1
3970.0
106
0.7
15434
37.75
0.00
0.00
0.0
0.00
0.00
11425.7
4007.8
107
0.7
15478
37.75
0.00
0.00
0.0
0.00
0.00
11432.0
4045.6
108
0.7
15520
37.75
0.00
0.00
0.0
0.00
0.00
11436.8
4083.4
109
0.7
15562
37.75
0.00
0.00
0.0
0.00
0.00
11440.3
4121.2
110
0.6
15602
37.75
0.00
0.00
0.0
0.00
0.00
11442.6
4159.0
111
0.6
15640
37.75
0.00
0.00
0.0
0.00
0.00
11443.5
4196.8
112
0.6
15678
37.75
0.00
0.00
0.0
0.00
0.00
11443.3
4234.7
113
0,6
15714
37.75
0.00
0.00
0.0
0.00
0.00
11441.8
4272.5
114
0.0
15750
37.75
0.00
0.00
0.0
0.00
0.00
11439.3
4310.3
115
0.6
15784
37.75
0.00
0.00
0.0
0.00
0.00
11435.6
4348.1
116
0.5
15817
37.75
0.00
0.00
0.0
0.00
0.00
11430.9
4385.9
117
0.5
15849
37.75
0.00
0.00
0.0
0.00
0.00
11425.1
4423.7
118
0.5
15880
37.75
0.00
0.00
0.0
0.00
0.00
11418.3
4461.5
119
0.5
15910
37.75
0.00
0.00
0.0
0.00
0.00
11410.6
4499.3
120
0.5
15939
37.75
0.00
0.00
0.0
0.00
0.00
11401.9
4537.1
121
0.5
15967
37.74
0.00
0.00
0.0
0.00
0.00
11392.3
4574.9
122
0.4
15905
37.74
0.00
0.00
0.0
0.00
0.00
11381.8
4612.7
123
0.4
16021
37.74
0.00
0.00
0.0
0.00
0.00
11370.5
4650.6
124
0.4
16047
37.74
0.00
0.00
0.0
0.00
0.00
11358.3
4688.4
125
0.4
16072
37.74
0.00
0.00
0.0
0.00
0.00
11345.4
4726.2
(IMMU0101100/504mlly 001WMI69960451nfiltreUpa7
Ar, 10y240r-QAQtfl
rate
lDENR) 0.00
0.0
0.00
0.00
11331.6
4764.0

Revised: 8/22/11
Family Dollar
ALG
Slormwater Infiltration Basin
Routing
10045
10-year 24hr Storm
(Half Infiltration Rate)
127
0.4
16119
37.73
0.00
0.00
0.0
0.00
0.00
11317.1
4801.8
128
0.4
16142
37.73
0.00
0.00
0.0
0.00
0.00
11301.9
4839.6
129
0.4
16163
37.72
0.00
0.00
0.0
0.00
0.00
11286.0
4877.4
130
0.3
16185
37.72
0.00
0.00
0.0
0.00
0.00
11269.4
4915.2
131
0.3
16205
37.72
0.00
0.00
0.0
0.00
0.00
11252.1
4953.0
132
0.3
16225
37.72
0.00
0.00
0.0
0.00
0.00
11234.2
4990.8
133
0.3
16244
37.71
0.00
0.00
0.0
0.00
0.00
11215.6
5028.6
134
0.3
16263
37.71
0.00
0.00
0.0
0.00
0.00
11196.5
5066.5
135
0.3
16281
37.71
0.00
0.00
0.0
0.00
0.00
11176.7
5104.3
136
0.3
16299
37.70
0.00
0.00
0.0
0.00
0.00
11156.4
5142.1
137
0.3
16315
37.70
0.00
0.00
0.0
0.00
0.00
11135.6
5179.9
138
0.3
16332
37.70
0.00
0.00
0.0
0.00
0.00
11114.2
5217.7
139
0.3
16348
37.69
0.00
0.00
0.0
0.00
0.00
11092.3
5255.5
140
0.2
16363
37.69
0.00
0.00
0.0
0.00
0.00
11069.9
5293.3
141
0.2
16378
37.68
0.00
0.00
0.0
0.00
0.00
11047.0
5331.1
142
0.2
16393
37.68
0.00
0.00
0.0
0.00
0.00
11023.7
5368.9
143
0.2
16407
37.68
0.00
0.00
0.0
0.00
0.00
10999.9
5406.7
144
0.2
16420
37.67
0.00
0.00
0.0
0.00
0.00
10975.7
5444.6
145
0,2
16433
37.67
0.00
0.00
0.0
0.00
0.00
10951.0
5482.4
146
0.2
16446
37.66
0.00
0.00
0.0
0.00
0.00
10926.0
5520.2
147
0.2
16458
37.66
0.00
0.00
0.0
0.00
0.00
10900.5
5558.0
140
0.2
16470
37.65
0.00
0.00
0.0
0.00
0.00
10874.6
5595.8
149
0.2
16482
37.65
0.00
0.00
0.0
0.00
0.00
10848.4
5633.6
150
0.2
16493
37.64
0.00
0.00
0.0
0.00
0.00
10821.8
5671.4
151
0.2
16504
37.64
0.00
0.00
0.0
0.00
0.00
10794.9
5709.2
152
0.2
16515
37.63
0.00
0.00
0.0
0.00
0.00
10767.6
5747.0
153
0.2
16525
37.63
0.00
0.00
0.0
0.00
0.00
10740.0
5784.8
154
0.2
16535
37.62
0.00
0.00
0.0
0.00
0.00
10712.0
5822.6
155
0.2
16544
37.62
0.00
0.00
0.0
0.00
0.00
10683.8
5860.5
156
0.1
16554
37.61
0.00
0.00
0.0
0.00
0.00
10655.3
5898.3
157
0.1
16563
37.61
0.00
0.00
0.0
0.00
0.00
10626.4
5936.1
158
0.1
16571
37.60
0.00
0.00
0.0
0.00
0.00
10597.3
5973.9
159
0.1
16580
37.60
0.00
0.00
0.0
0.00
0.00
10567.9
6011.7
160
0.1
16588
37.59
0.00
0.00
0.0
0.00
0.00
10538.3
6049.5
161
0.1
16596
37.59
0.00
0.00
0.0
0.00
0.00
10508.4
6087.3
162
0.1
16603
37.58
0.00
0.00
0.0
0.00
0.00
10478.2
6125.1
163
0.1
16611
37.56
0.00
0.00
0.0
0.00
0.00
10447.9
6162.9
184
0.1
16618
37.57
0.00
0.00
0.0
0.00
0.00
10417.2
6200.7
185
0.1
16625
37.57
0.00
0.00
0.0
0.00
0.00
10386.4
6238.5
166
0.1
16632
37.56
0.00
0.00
0.0
0.00
0.00
10355.3
6276.4
167
0.1
16638
37.56
0.00
0.00
0.0
0.00
0.00
10324.0
6314.2
168
0.1
16645
37.55
0.00
0.00
0.0
0.00
0.00
10292.6
6352.0
169
0.1
16651
37.55
0.00
0.00
0.0
0.00
0.00
10260.9
6389.8
170
0.1
16657
37.54
0.00
0.00
0.0
0.00
0.00
10229.0
6427.6
171
0.1
16662
37.53
0.00
0.00
0.0
0.00
0.00
10197.0
6465.4
172
0.1
16668
37.53
0.00
0.00
0.0
0.00
0.00
10164.7
6503.2
173
0.1
16673
37.52
0.00
0.00
0.0
0.00
0.00
10132.3
6541.0
174
0.1
16679
37.52
0.00
0.00
0.0
0.00
0.00
10099.7
6578.8
175
0.1
16684
37.51
0.00
0.00
0.0
0.00
0.00
10067.0
6616.6
176
0.1
16689
37.51
0.00
0.00
0.0
0.00
0.00
10034.1
6654.5
177
0.1
16603
37.50
0.00
0.00
0.0
0.00
0.00
10001.0
6692.3
178
0.1
16698
37.49
0.00
0.00
0.0
0.00
0.00
9967.8
6730.1
170
0.1
16702
37.49
0.00
0.00
0.0
0.00
0.00
9934.5
6767.9
180
0.1
16707
37.46
0.00
0.00
0.0
0.00
0.00
9901.0
6805.7
181
0.1
16711
37.48
0.00
0.00
0.0
0.00
0.00
9867A
6843.5
182
0.1
16715
37.47
0.00
0.00
0.0
0.00
0.00
9833.6
6881.3
183
0.1
16719
37.46
0.00
0.00
0.0
0.00
0.00
9799.7
6919.1
184
0.1
16723
37.46
0.00
0.00
0.0
0.00
0.00
9765.7
6956.9
185
0.1
16726
37.45
0.00
0.00
0.0
0.00
0.00
9731.6
6994.7
186
0.1
16730
37.45
0.00
0.00
0.0
0.00
0.00
9697.4
7032.5
187
0.1
16733
37.44
0.00
0.00
0.0
0.00
0.00
9663.0
7070.4
188
0.1
16737
37.43
0.00
0.00
0.0
0.00
0.00
9628.6
7108.2
189
0.1
16740
37.43
0.00
0.00
0.0
0.00
0.00
9594.0
7146.0
190
0.1
16743
37.42
0.00
0.00
0.0
0.00
0.00
9559.3
7183.8
191
0.0
16746
37.42
0.00
0.00
0.0
0.00
0.00
9524.6
7221.6
192
0.0
16749
37.41
0.00
0.00
0.0
0.00
0.00
9489.7
7259.4
193
0.0
16752
37.40
0.00
0.00
0.0
0.00
0.00
9454.7
72972
194
0.0
16755
37.40
0.00
0.00
0.0
0.00
0.00
9419.7
7335.0
195
0.0
16757
37.39
0.00
0.00
0.0
0.00
0.00
9384.6
7372.8
196
0.0
16760
37.38
0.00
0.00
0.0
0.00
0.00
9349.4
7410.6
197
0.0
16703
37.38
0.00
0.00
0.0
0.00
0.00
9314.1
7448.4
198
0.0
16765
37.37
0.00
0.00
0.0
0.00
0.00
9278.7
7486.3
199
0.0
16767
37.37
0.00
0.00
0.0
0.00
0.00
9243.3
7524.1
200
0.0
16770
37.36
0.00
0.00
0.0
0.00
0.00
9207.7
7561.9
201
0.0
16772
37.35
0.00
0.00
0.0
0.00
0.00
9172.1
7599.7
202
0.0
16774
37.35
0.00
0.00
0.0
0.00
0.00
9136.5
7637.5
203
0.0
16776
37.34
0.00
0.00
0.0
0.00
0.00
9100.7
7675.3
204
0.0
16778
37.33
0.00
0.00
0.0
0.00
0.00
9065.0
7713.1
GUBSQ01MIDENtaBnily Dolla6cMOOG451n01VeUoA71aAng
10y24hr-g"fil
0.00
0.0
rate(DENR)
0.00
0.00
9029.1
7750.9

Revised: 8/22A 1
Family Dollar
ALG
Stormwater Infiltration Basin
Routing
10045
10-year 24hr Stwm
(Half Infiltration Rate)
206
0.0
10782
37.32
0.00
0.00
0.0
0.00
0.00
8993.2
7788.7
207
0.0
16784
37.31
0.00
0.00
0.0
0.00
0.00
8957.2
7826.5
208
0.0
16786
37.31
0.00
0.00
0.0
0.00
0.00
8921.2
7864.4
209
0.0
16787
37.30
0.00
0.00
0.0
0.00
0.00
8885.1
7902.2
210
0.0
16789
37.29
0.00
0.00
0.0
0.00
0.00
8848.9
7940.0
211
0.0
16791
37.29
0.00
0.00
0.0
0.00
0.00
8812.7
7977.6
212
0.0
18792
37.28
0.00
0.00
0.0
0.00
0.00
8776.5
8015.6
213
0.0
16794
37.28
0.00
0.00
0.0
0.00
0.00
8740.2
8053.4
214
0.0
16795
37.27
0.00
0.00
0.0
0.00
0.00
8703.8
8091.2
215
0.0
16796
37.26
0.00
0.00
0.0
0.00
0.00
8667.4
8129.0
216
0.0
16798
37.26
0.00
0.00
0.0
0.00
0.00
8631.0
8166.8
217
0.0
16799
37.25
0.00
0.00
0.0
0.00
0.00
8594.5
8204.6
218
0.0
16800
37.24
0.00
0.00
0.0
0.00
0.00
8558.0
8242.4
219
0.0
10802
37.24
0.00
0.00
0.0
0.00
0.00
8521.5
8280.3
220
0.0
16803
37.23
0.00
0.00
0.0
0.00
0.00
8484.9
8318.1
221
0.0
16804
37.22
0.00
0.00
0.0
0.00
0.00
8448.2
8355.9
222
0.0
16805
37.22
0.00
0.00
0.0
0.00
0.00
8411.6
8393.7
223
0.0
16806
37.21
0.00
0.00
0.0
0.00
0.00
B374.8
8431.5
224
0.0
18007
37.20
0.00
0.00
0.0
0.00
0.00
8338.1
8469.3
225
0.0
16808
37.20
0.00
0.00
0.0
0.00
0.00
8301.3
8507.1
226
0.0
16809
37.19
0.00
0.00
0.0
0.00
0.00
8264.5
8544.9
227
0.0
16810
37.18
0.00
0.00
0.0
0.00
0.00
8227.7
8582.7
228
0.0
16811
37.18
0.00
0.00
0.0
0.00
0.00
8190.8
8620.5
229
0.0
16812
37.17
0.00
0.00
0.0
0.00
0.00
8153.9
8658.3
230
0.0
18813
37.16
0.00
0.00
0.0
0.00
0.00
8117.0
8696.2
231
0.0
16814
37.16
0.00
0.00
0.0
0.00
0.00
8080.0
8734.0
232
0.0
10815
37.15
0.00
0.00
0.0
0.00
0.00
8043.0
8771.8
233
0.0
16816
37.14
0.00
0.00
0.0
0.00
0.00
8006.0
8809.6
234
0.0
16816
37.14
0.00
0.00
0.0
0.00
0.00
7969.0
8847.4
235
0.0
16817
37.13
0.00
0.00
0.0
0.00
0.00
7931.9
8885.2
236
0.0
16818
37.12
0.00
0.00
0.0
0.00
0.00
7894.9
8923.0
237
0.0
16819
37.12
0.00
0.00
0.0
0.00
0.00
7857.8
8960.8
238
0.0
16819
37.11
0.00
0.00
0.0
0.00
0.00
7820.6
8998.6
239
0.0
16820
37.10
0.00
0.00
0.0
0.00
0.00
7783.5
9036.4
240
0.0
16821
37.10
0.00
0.00
0.0
0.00
0.00
7746.3
9074.3
241
0.0
16821
37.00
0.00
0.00
0.0
0.00
0.00
7709.1
9112.1
242
0.0
1OB22
37.08
0.00
0.00
0.0
0.00
0.00
7671.9
9149.9
243
0.0
161122
37.08
0.00
0.00
0.0
0.00
0.00
7634.7
9187.7
244
0.0
16823
37.07
0.00
0.00
0.0
0.00
0.00
7597.4
9225.5
245
0.0
16823
37.06
0.00
0.00
0.0
0.00
0.00
7560.2
9263.3
246
0.0
16824
37.06
0.00
0.00
0.0
0.00
0.00
7522.9
9301.1
247
0.0
16825
37.05
0.00
0.00
0.0
0.00
0.00
7485.6
9338.9
248
0.0
16025
37.04
0.00
0.00
0.0
0.00
0.00
7448.3
9376.7
249
0.0
16826
37.03
0.00
0.00
0.0
0.00
0.00
7411.0
9414.5
250
0.0
16826
37.03
0.00
0.00
0.0
0.00
0.00
7373.6
9452.3
251
0.0
16826
37.02
0.00
0.00
0.0
0.00
0.00
7336.3
9490.2
252
0.0
16827
37.01
0.00
0.00
0.0
0.00
0.00
7298.9
9528.0
253
0.0
16827
37.01
0.00
0.00
0.0
0.00
0.00
7261.5
9565.8
254
0.0
16828
37.00
0.00
0.00
0.0
0.00
0.00
7224.1
9603.6
255
0.0
16828
36.99
0.00
0.00
0.0
0.00
0.00
7186.7
9641.4
256
0.0
16828
36.99
0.00
0.00
0.0
0.00
0.00
7149.3
9679.2
257
0.0
16829
36.98
0.00
0.00
0.0
0.00
0.00
7111.8
9717.0
258
0.0
16829
36.97
0.00
0.00
0.0
0.00
0.00
7074.4
9754.8
259
0.0
16030
36.97
0.00
0.00
0.0
0.00
0.00
7036.9
9792.6
260
0.0
16830
36.96
0.00
0.00
0.0
0.00
0.00
6999.5
9830.4
261
0.0
10830
36.95
0.00
0.00
0.0
0.00
0.00
6962.0
9868.2
262
0.0
18831
36.95
0.00
0.00
0.0
0.00
0.00
6924.5
9906.1
263
0.0
16831
36.94
0.00
0.00
0.0
0.00
0.00
6887.0
9943.9
264
0.0
10831
36.93
0.00
0.00
0.0
0.00
0.00
6849.5
9981.7
265
0.0
16831
36.92
0.00
0.00
0.0
0.00
0.00
6812.0
10019.5
266
0.0
16832
36.92
0.00
0.00
0.0
0.00
0.00
6774.4
10057.3
267
0.0
16832
36.91
0.00
0.00
0.0
0.00
0.00
6736.9
10095.1
268
0.0
16832
36.90
0.00
0.00
0.0
0.00
0.00
6699.3
10132.9
269
0.0
18833
36.90
0.00
0.00
0.0
0.00
0.00
6661.8
10170.7
270
0.0
16833
36.89
0.00
0.00
0.0
0.00
0.00
6624.2
10208.5
271
0.0
16033
36.88
0.00
0.00
0.0
0.00
0.00
6586.7
10246.3
272
0.0
16833
36.88
0.00
0.00
0.0
0.00
0.00
6549.1
10284.2
273
0.0
16833
36.87
0.00
0.00
0.0
0.00
0.00
6511.5
10322.0
274
0.0
16834
36.86
0.00
0.00
0.0
0.00
0.00
6473.9
10359.8
275
0.0
10834
36.85
0.00
0.00
0.0
0.00
0.00
6436.3
10397.6
276
0.0
16834
36.85
0.00
0.00
0.0
0.00
0.00
6398.7
10435.4
277
0.0
16834
36.84
0.00
0.00
0.0
0.00
0.00
6361.1
10473.2
278
0.0
16834
36.83
0.00
0.00
0.0
0.00
0.00
6323.5
10511.0
279
0.0
16835
36.83
0.00
0.00
0.0
0.00
0.00
6285.8
10548.8
280
0.0
16835
36.82
0.00
0.00
0.0
0.00
0.00
6248.2
10586.6
281
0.0
16835
36.81
0.00
0.00
0.0
0.00
0.00
6210.6
10624.4
282
0.0
18835
36.81
0.00
0.00
0.0
0.00
0.00
6172.9
10662.2
203
0.0
16835
36.80
0.00
0.00
0.0
0.00
0.00
6135.3
10700.1
(�7W6l3SMl n0045R&y DolaMi69360451nfilnboa6tdang 10yr24hr-01d1041
0.00
0.0
mts IDENRI
0.00
0.00
6097.6
10737.9

Revised:
8/22/11
Family Dollar
10045
ALG
Stormwater
Infiltration Basin
Routing
10-year 24hr Storm
(Half Infiltration Rate)
285
0.0
16836
36.78
0.00
0.00
0.0
0.00
0.00
6060.0
10775.7
2B6
0.0
16836
36.78
0.00
0.00
0.0
0.00
0.00
6022.3
10813.5
287
0.0
16836
36.77
0.00
0.00
0.0
0.00
0.00
5984.7
10851.3
288
0.0
16836
36.76
0.00
0.00
0.0
0.00
0.00
5947.0
10889.1
289
0.0
16836
36.76
0.00
0.00
0.0
0.00
0.00
5909.3
10926.9
290
0.0
16836
36.75
0.00
0.00
0.0
0.00
0.00
5871.6
10964.7
291
0.0
16836
36.74
0.00
0.00
0.0
0.00
0.00
5834.0
11002.5
292
0.0
16837
36.74
0.00
0.00
0.0
0.00
0.00
5796.3
11040.3
293
0.0
16837
36.73
0.00
0.00
0.0
0.00
0.00
5758.6
11078.1
294
0.0
16837
36.72
0.00
0.00
0.0
0.00
0.00
5720.9
11116.0
295
0.0
16837
36.71
0.00
0.00
0.0
0.00
0.00
5683.2
11153.8
296
0.0
16837
36.71
0.00
0.00
0.0
0.00
0.00
6645.5
11191.6
297
0.0
16837
36.70
0.00
0.00
0.0
0.00
0.00
5607.8
11229.4
298
0.0
16837
36.69
0.00
0.00
0.0
0.00
0.00
5570.1
11267.2
299
0.0
16837
36.69
0.00
0.00
0.0
0.00
0.00
5532.4
11305.0
300
0.0
16837
36.68
0.00
0.00
0.0
0.00
0.00
5494.6
11342.8
301
0.0
16838
36.67
0.00
0.00
0.0
0.00
0.00
5456.9
11380.6
302
0.0
16838
36.66
0.00
0.00
0.0
0.00
0.00
5419.2
11418.4
303
0.0
16838
36.6E
0.00
0.00
0.0
0.00
0.00
5381.5
11456.2
304
0.0
16838
36.65
0.00
0.00
0.0
0.00
0.00
5343.8
11494.1
305
0.0
16838
36.64
0.00
0.00
0.0
0.00
0.00
5306.0
11531.9
306
0.0
16838
36.64
0.00
0.00
0.0
0.00
0.00
5268.3
11569.7
307
0.0
16838
36.63
0.00
0.00
0.0
0.00
0.00
5230.6
11607.5
308
0.0
16838
36.62
0.00
0.00
0.0
0.00
0.00
5192.8
11645.3
309
0.0
16838
36.61
0.00
0.00
0.0
0.00
0.00
5155.1
11683.1
310
0.0
16838
36.61
0.00
0.00
0.0
0.00
0.00
5117.4
11720.9
311
0.0
16838
36.60
0.00
0.00
0.0
0.00
0.00
5079.6
11758.7
312
0.0
16838
36.59
0.00
0.00
0.0
0.00
0.00
5041.9
11796.5
313
0.0
16838
36.58
0.00
0.00
0.0
0.00
0.00
5004.1
11834.3
314
0.0
16039
36.58
0.00
0.00
0.0
0.00
0.00
4966.4
11872.1
315
0.0
16839
36.57
0.00
0.00
0.0
0.00
0.00
4928.6
11910.0
310
0.0
16839
36.56
0.00
0.00
0.0
0.00
0.00
4890.9
11947.8
317
0.0
16839
36.56
0.00
0.00
0.0
0.00
0.00
4853.1
11985.6
318
0.0
16839
36.55
0.00
0.00
0.0
0.00
0.00
4815.4
12023.4
319
0.0
16839
36.54
0.00
0.00
0.0
0.00
0.00
4777.6
12061.2
320
0.0
16839
36.53
0.00
0.00
0.0
0.00
0.00
4739.8
12099.0
321
0.0
16839
36.53
0.00
0.00
0.0
0.00
0.00
4702.1
12136.8
322
0.0
16839
36.52
0.00
0.00
0.0
0.00
0.00
4664.3
12174.6
323
0.0
16839
36.51
0.00
0.00
0.0
0.00
0.00
4626.6
12212.4
324
0.0
16839
36.51
0.00
0.00
0.0
0.00
0.00
4588.8
12250.2
325
0.0
16839
36.50
0.00
0.00
0.0
0.00
0.00
4551.0
12288.0
326
0.0
16039
36.49
0.00
0.00
0.0
0.00
0.00
4513.3
12325.9
327
0.0
16839
36.48
0.00
0.00
0.0
0.00
0.00
4475.5
12363.7
328
0.0
16839
36.48
0.00
0.00
0.0
0.00
0.00
4437.7
12401.5
329
0.0
16839
36.47
0.00
0.00
0.0
0.00
0.00
4399.9
12439.3
330
0.0
16839
36.46
0.00
0.00
0.0
0.00
0.00
4362.2
12477.1
331
0.0
16839
36.45
0.00
0.00
0.0
0.00
0.00
4324.4
12514.9
332
0.0
16839
36.45
0.00
0.00
0.0
0.00
0.00
4286.6
12552.7
333
0.0
16839
36.44
0.00
0.00
0.0
0.00
0.00
4248.9
12590.5
334
0.0
16839
36.43
0.00
0.00
0.0
0.00
0.00
4211.1
12628.3
335
0.0
16839
36.42
0.00
0.00
0.0
0.00
0.00
4173.3
12666.1
336
0.0
16839
36.42
0.00
0.00
0.0
0.00
0.00
4135.5
12704.0
337
0.0
16839
36.41
0.00
0.00
0.0
0.00
0.00
4097.7
12741.8
338
0.0
16840
36.40
0.00
0.00
0.0
0.00
0.00
4060.0
12779.6
339
0.0
16040
36.39
0.00
0.00
0.0
0.00
0.00
4022.2
12017.4
340
0.0
16840
36.39
0.00
0.00
0.0
0.00
0.00
3984.4
12855.2
341
0.0
16840
38.38
0.00
0.00
0.0
0.00
0.00
3946.6
12893.0
342
0.0
16840
36.37
0.00
0.00
0.0
0.00
0.00
3908.8
12930.8
343
0.0
16840
36.36
0.00
0.00
0.0
0.00
0.00
3871.0
12968.6
344
0.0
16840
36.36
0.00
0.00
0.0
0.00
0.00
3833.3
13006.4
345
0.0
16840
36.35
0.00
0.00
0.0
0.00
0.00
3795.5
13044.2
346
0.0
16840
36.34
0.00
0.00
0.0
0.00
0.00
3757.7
13082.0
347
0.0
16840
36.33
0.00
0.00
0.0
0.00
0.00
3719.9
13119.9
348
0.0
16840
36.33
0.00
0.00
0.0
0.00
0.00
3682.1
13157.7
349
0.0
16B40
36.32
0.00
0.00
0.0
0.00
0.00
3644.3
13195.5
350
0.0
18840
36.31
0.00
0.00
0.0
0.00
0.00
3606.5
13233.3
351
0.0
16840
36.30
0.00
0.00
0.0
0.00
0.00
3568.7
13271.1
352
0.0
18B40
36.30
0.00
0.00
0.0
0.00
0.00
3530.9
13308.9
353
0.0
16840
36.29
0.00
0.00
0.0
0.00
0.00
3493.1
13346.7
354
0.0
16840
36.28
0.00
0.00
0.0
0.00
0.00
3455A
13384.5
355
0.0
16840
36.27
0.00
0.00
0.0
0.00
0.00
3417.E
13422.3
356
0.0
16840
38.27
0.00
0.00
0.0
0.00
0.00
3379.8
13460.1
357
0.0
16840
38.26
0.00
0.00
0.0
0.00
0.00
3342.0
13497.9
358
0.0
16840
36.25
0.00
0.00
0.0
0.00
0.00
3304.2
13535.8
359
0.0
16840
36.24
0.00
0.00
0.0
0.00
0.00
3266.4
13573.6
360
0.0
16840
36.24
0.00
0.00
0.0
0.00
0.00
3228.6
13611.4
361
0.0
16840
36.23
0.00
0.00
0.0
0.00
0.00
3190.8
13649.2
362
0.0
16840
36.22
0.00
0.00
0.0
0.00
0.00
3153.0
13687.0
G' I)S1201011004alilrey
DollanaRM00451nfivaOaaliII 10yr14hr-Q
1419n01
rate(DENR) 0. 00
0.0
0.00
0.00
3115.2
13724.8

Revised:
8/22JI1
Family Dollar
ALG
Stormwaler
Infiltration Basin
Routing
10045
10-year 24hr Storm
(Half Infiltration Rate)
364
0.0
18840
36.21
0.00
0.00
0.0
0.00
0.00
3077.4
13762.6
365
0.0
16840
36.20
0.00
0.00
0.0
0.00
0.00
3039.6
13800.4
366
0.0
16840
36.19
0.00
0.00
0.0
0.00
0.00
3001.8
13838.2
367
0.0
16840
36.18
0.00
0.00
0.0
0.00
0.00
2984.0
13876.0
368
0.0
16840
36.18
0.00
0.00
0.0
0.00
0.00
2926.2
13913.9
369
0.0
16840
36.17
0.00
0.00
0.0
0.00
0.00
2888.4
13951.7
370
0.0
10840
36.16
0.00
0.00
0.0
0.00
0.00
2850.6
13989.5
371
0.0
16840
36.15
0.00
0.00
0.0
0.00
0.00
2812.8
14027.3
372
0.0
16840
30.14
0.00
0.00
0.0
0.00
0.00
2775.0
14065.1
373
0.0
16840
38.14
0.00
0.00
0.0
0.00
0.00
2737.2
14102.9
374
0.0
16840
36.13
0.00
0.00
0.0
0.00
0.00
2699.4
14140.7
376
0.0
16840
36.12
0.00
0.00
0.0
0.00
0.00
2661.6
14178.5
376
0.0
18B40
36.11
0.00
0.00
0.0
0.00
0.00
2623.8
14216.3
377
0.0
16840
36.11
0.00
0.00
0.0
0.00
0.00
2586.0
14254.1
378
0.0
16840
36.10
0.00
0.00
0.0
0.00
0.00
2548.2
14291.9
379
0.0
16840
36.09
0.00
0.00
0.0
0.00
0.00
2510.4
14329.8
380
0.0
16840
36.08
0.00
0.00
0.0
0.00
0.00
2472.6
14367.6
381
0.0
16840
36.07
0.00
0.00
0.0
0.00
0.00
2434.8
14405.4
382
0.0
16840
36.07
0.00
0.00
0.0
0.00
0.00
2397.0
14443.2
383
0.0
16840
36.06
0.00
0.00
0.0
0.00
0.00
2359.2
14481.0
384
0.0
16840
36.05
0.00
0.00
0.0
0.00
0.00
2321.4
14518.8
385
0.0
16840
36.04
0.00
0.00
0.0
0.00
0.00
2283.6
14556.6
386
0.0
16840
36.03
0.00
0.00
0.0
0.00
0.00
2245.8
14594.4
387
0.0
16840
36.03
0.00
0.00
0.0
0.00
0.00
2208.0
14632.2
388
0.0
16840
36.02
0.00
0.00
0.0
0.00
0.00
2170.2
14670.0
389
0.0
16840
36.01
0.00
0.00
0.0
0.00
0.00
2132.4
14707.8
390
0.0
16840
36.00
0.00
0.00
0.0
0.00
0.00
2094.6
14745.7
391
0.0
16840
35.99
0.00
0.00
0.0
0.00
0.00
2056.8
14783.5
392
0.0
16840
35.99
0.00
0.00
0.0
0.00
0.00
2019.0
14821.3
393
0.0
16840
35.98
0.00
0.00
0.0
0.00
0.00
1981.2
14859.1
394
0.0
16040
35.97
0.00
0.00
0.0
0.00
0.00
1943.4
14896.9
395
0.0
16840
35.96
0.00
0.00
0.0
0.00
0.00
1905.6
14934.7
396
0.0
16840
35.95
0.00
0.00
0.0
0.00
0.00
1867.8
14972.5
397
0.0
16840
35.95
0.00
0.00
0.0
0.00
0.00
1829.9
15010.3
398
0.0
16840
35.94
0.00
0.00
0.0
0.00
0.00
1792.1
15048.1
399
0.0
16840
35.93
0.00
0.00
0.0
0.00
0.00
1754.3
15085.9
400
0.0
16840
35.92
0.00
0.00
0.0
0.00
0.00
1716.5
15123.8
401
0.0
16840
35.91
0.00
0.00
0.0
0.00
0.00
1678.7
15161.6
402
0.0
16B40
35.91
0.00
0.00
0.0
0.00
0.00
1640.9
15199.4
403
0,0
16840
35.90
0.00
0.00
0.0
0.00
0.00
1603.1
15237.2
404
0.0
16840
35.89
0.00
0.00
0.0
0.00
0.00
1565.3
15275.0
405
0.0
16840
35.88
0.00
0.00
0.0
0.00
0.00
1527.5
15312.8
406
0.0
16840
35.87
0.00
0.00
0.0
0.00
0.00
1489.7
15350.E
407
0.0
16040
35.86
0.00
0.00
0.0
0.00
0.00
1451.9
15388.4
408
0.0
16840
35.86
0.00
0.00
0.0
0.00
0.00
1414.1
15426.2
409
0.0
16840
35.85
0.00
0.00
0.0
0.00
0.00
1376.3
15464.0
410
0.0
16840
35.B4
0.00
0.00
0.0
0.00
0.00
1338.5
15501.8
411
0.0
16840
35.83
0.00
0.00
0.0
0.00
0.00
1300.7
15539.7
412
0.0
16840
35.82
0.00
0.00
0.0
0.00
0.00
1262.9
15577.5
413
0.0
16840
35.81
0.00
0.00
0.0
0.00
0.00
1225.1
15615.3
414
0.0
16840
35.80
0.00
0.00
0.0
0.00
0.00
1187.2
15653.1
415
0.0
16840
35.80
0.00
0.00
0.0
0.00
0.00
1149.4
15690.9
416
0.0
16840
35.79
0.00
0.00
0.0
0.00
0.00
1111.E
15728.7
417
0.0
16840
35.78
0.00
0.00
0.0
0.00
0.00
1073.8
15766.5
418
0.0
16840
35.77
0.00
0.00
0.0
0.00
0.00
1036.0
15804.3
419
0.0
16B40
35.76
0.00
0.00
0.0
0.00
0.00
998.2
15842.1
420
0.0
16840
35.75
0.00
0.00
0.0
0.00
0.00
960.4
15879.9
421
0.0
16840
35.74
0.00
0.00
0.0
0.00
0.00
922.6
15917.7
422
0.0
16840
35.73
0.00
0.00
0.0
0.00
0.00
684.8
15955.6
423
0.0
16840
35.73
0.00
0.00
0.0
0.00
0.00
847.0
15993.4
424
0.0
16840
35.72
0.00
0.00
0.0
0.00
0.00
809.2
16031.2
425
0.0
16840
35.71
0.00
0.00
0.0
0.00
0.00
771.4
16069.0
426
0.0
16840
35.70
0.00
0.00
0.0
0.00
0.00
733.6
16106.8
427
0.0
16840
35.69
0.00
0.00
0.0
0.00
0.00
695.7
16144.6
428
0.0
16840
35.68
0.00
0.00
0.0
0.00
0.00
657.9
429
0.0
16840
35.67
0.00
0.00
0.0
0.00
16182.4
430
0.0
16840
35.66
0.00
0.00
0.0
0.00
620.1
16220.2
431
0.0
16840
35.65
0.00
0.00
0.00
0.00
562.3
16258.0
432
0.0
16840
35.84
0.00
0.00
0.0
0.00
0.00
544.5
16295.8
433
0.0
16840
35.63
0.00
0.00
0.0
0.00
0.00
506.7
16333.7
434
0.0
16840
35.62
0.00
0.00
0.0
0.00
0.00
468.9
16371.5
435
0.0
16840
35.61
0.00
0.00
0.0
0.00
0.00
431.1
16409.3
436
0.0
16840
35.60
0.00
0.00
0.0
0.00
0.00
393.3
16447.1
437
0.0
16840
35.60
0.00
0.00
0.0
0.00
0.00
355.5
16484.9
438
0.0
16840
35.58
0.00
0.0
0.00
0.00
317.7
16522.7
439
0.0
16840
35.57
0.00
0.00
0.0
0.00
0.00
279.9
16560.5
440
0.0
16840
35.56
0.00
0.00
0.0
0.00
0.00
242.1
16598.3
441
0.0
0.00
0.0
0.00
0.00
204.2
16636.1
1BB40
35.55
0.00
0.00
0.0
0.00
0.00
166.4
16673.9
GWBSQe1dt10045R9nily Dolled- kMOD451nfil"tiO3$tA4in01dyQ45r
AA%fll
0.00
0.0
rote
lDENR)
0.00
0.00
128.6
16711.7

Revised: 8122/11
Family Dollar
10045
AEG
Slormwater Infiltration Basin Routing
10-year 24hr Stmm
(Half Infiltration Rate)
443
0.0
16840
35.53
0.00 0.00 0.0
0.00
0.00
90.8
16749.6
444
0.0
16840
35.52
0.00 0.00 0.0
0.00
0.00
53.0
16787.4
445
0.0
16840
35.51
0.00 0.00 0.0
0.00
0.00
15.2
16825.2
446
0.0
16840
35.50
0.00 0.00 0.0
0.00
0.00
0.0
16863.0
G'.UOBS@010110U4SFamlly DOIIrt�IcaU00151nflltrabon Routing 10y240r. haft infil mte (DENR)

Revised: 8/22/11
ALG
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.06
TIME OF CONCENTR
5.00 MIN
INTENSITY 100 YR
9.60 IN/HR
Oa = 0.53 CFS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 10 INCHES 100yr, 24hr PRECIPITATION
CN= 83
S = (1000/CN)-10
S = 2.05
Depth (D) = (P-0.2S)A2/(P.0.8S)
D = 7.90 IN - 100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = ((43.5)(D)(Area)) / Op
TIP = 48.39 MINUTES
Storage Volume Req'd = (Op-Oe)'Tp•1.39'60
= 24,238 Cu. O.
CALCULATE Ke AND h
SET NORMAL ELEVATION AT = 35.50 feet
Family Dollar
Stormwater Infiltration Ba3m Routing
100-year 24hr Storm
(Assume Zero Infiltration Rate)
AFTER DEVELOPMENT
WATERSHEDAREA
0.92 ACRES
HYDRAULIC LENGTH
375 FT
CHANGE IN HEIGHT
4 FT
RUNOFF COEF.'C'
0.74
TIME OF CONCENTR
5.00 MIN
INTENSITY 100 VR
9.60 IN/HR
op' 6.64 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z eat
(aq 8)
(Cu 0)
(Cu 0)
(ry)
(ry)
35.50
4033
0
0
0
0
0
0.00
36.00
4435
2,117
2.117
0.5
7.6578
-0.6931
0.51
37.00
5290
4,863
6,980
1.5
8.8507
0.4055
1.46
30.00
6200
5,745
12,725
2.5
9A513
0,9103
2.47
39.00
7170
6,665
19,410
3.5
9.8735
1.2528
3.59
Regression Output:
__> Ka -
4663
b=
1.13
X Coefficient
8.43
10045
G:WB512010110015.Family Da1lanC8lcN0045 Infiltration Routing ID0WO, No Infilt Rate

Revised: 8/22/11 Family Dollar
ALG Stormwater Infiltration Basin Routing
100-year 24hr Storm
(Assume Zero Infiltration Rate)
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
0.53 cfs
Op =
6.54 Chi
' Infiltration rate = 0in1hr
Tp =
48.4 min
(See Soils Report)
dT=
1 min
BASIN DATA
Basin Drawdown Time = N/A hours
Its =
4563
b=
1.13
Zo =
35.50 it
Normal water elev =
35.50 ft
Peak Outflow= 0.00 cfs
Box Weir Length =
0 It
Peak Stage - 39.05 It
Cw=
0.0
Maximum Storage= 19,183 cu It
Zcr=
0,00 It
Control Holes:
State Orifice: Dia c 0.00 in
Do=
0 in
Inv= 0.00 ft
Cd =
0
Weir: L e 0 in
Zi =
0.00 ft
Inv - 0.0 ft
Time Inflow
Outflow W Riser Barrel Orifice Weir IFStore
1
0.0
0
35.50
0
0.00
0
0
0.00
0.0
2
0.0
0
35.50
0,00
0.00
0.0
0.00
0.00
0.4
3
0.1
2
35.50
0.00
0.00
0.0
0.00
0.00
2.1
4
0.1
6
35.50
0.00
0.00
0.0
0.00
0.00
5.8
5
0.2
12
35.51
0.00
0.00
0.0
0.00
0.00
12.3
6
0.2
23
35.51
0.00
0.00
0.0
0.00
0.00
22.6
7
0.3
37
35.51
0.00
0,00
0.0
0.00
0.00
37.3
8
0A
57
35.52
0.00
0.00
0.0
0.00
0.00
57.2
9
0.5
83
35.53
0.00
0.00
0.0
0.00
0.00
83.0
10
0.7
116
35.54
0.00
0,00
0.0
0.00
0.00
115.6
11
0.8
155
35.55
0.00
0.00
0.0
0.00
0.00
155.4
12
0.9
203
35.56
0.00
0.00
0.0
0.00
0.00
203.4
13
1.1
260
35.58
0.00
0.00
0.0
0.00
0.00
259.9
14
1.3
326
35.60
0.00
0.00
0.0
0.00
0.00
325.7
15
1.4
401
35.62
0.00
0.00
0.0
0.00
0.00
401.3
16
1.6
487
35.64
0.00
0.00
0.0
0.00
0.00
487.1
17
1.8
584
35.66
0.00
0.00
0.0
0.00
0.00
583.7
18
2.0
691
35.69
0.00
0.00
0.0
0.00
0.00
691.5
19
2.2
811
35.72
0.00
0.00
0.0
0.00
0.00
810.8
20
2.4
942
35.75
0.00
0.00
0.0
0.00
0.00
942.0
21
2.6
1085
35.78
0.00
0.00
0.0
0.00
0.00
1085.3
22
2.8
1241
35.82
0.00
0.00
0.0
0.00
0.00
1241.0
23
3.0
1409
35.85
0.00
0,00
0.0
0.00
0.00
1409.2
24
3,2
1590
35.89
0.00
0.00
0.0
0.00
0.00
1590.1
25
3.4
1784
35.94
0.00
0.00
0.0
0.00
0.00
1783.7
26
3,6
1990
35.98
0.00
0.00
0.0
0.00
0.00
1990.0
27
3.9
2209
36.03
0.00
0.00
0.0
0.00
0.00
2209.0
28
4.1
2441
36.08
0,00
0,00
0.0
0.00
0.00
2440.6
29
4.3
2685
36.13
0.00
0.00
0.0
0.00
0.00
2684.6
30
4.5
2941
36.18
0.00
0.00
0.0
0.00
0.00
2940.8
31
4.7
3209
36.23
0.00
0.00
0.0
0.00
0.00
3209.1
32
4.9
3489
36.29
0.00
0.00
0.0
0.00
0.00
3489.0
33
5.0
3780
36.35
0.00
0.00
0.0
0.00
0.00
3780.2
34
5.2
4002
36.41
0.00
0.00
0.0
0.00
0.00
4082.3
35
5.4
4395
36.47
0.00
0.00
0.0
0.00
0.00
4395.0
36
5.5
4718
36.53
0.00
0.00
0.0
0.00
0.00
4717.6
37
5.7
5050
36.59
0.00
0.00
0.0
0.00
0.00
5049.6
38
5.8
5391
36.66
0.00
0.00
0.0
0.00
0.00
5390.6
39
5.9
5740
36.72
0.00
0.00
0.0
0.00
0.00
5739.7
40
6.1
6097
36.79
0.00
0.00
0.0
0.00
0.00
6096.6
41
6.2
6460
36.86
0,00
0.00
0.0
0.00
0.00
6460.3
42
6.3
6830
36.93
0.00
0.00
0.0
0.00
0.00
6830.3
43
6.3
7206
37.00
0.00
0,00
0.0
0.00
0.00
7205.8
44
6.4
7586
37.07
0.00
0.00
0.0
0.00
0.00
7586.1
45
6.5
7970
37.14
0.00
0,00
0.0
0.00
0.00
7970.3
46
6.5
8358
37.21
0.00
0.00
0.0
0.00
0.00
8357.7
47
6.5
8748
37.28
0,00
0.00
0.0
0.00
0.00
8747.5
G:UOBS%20101100
5-Family Oollartcaks110045 infiltration Rou0na 100y24ta - No Wilt Rate
10045
Infiltrate

Revised: 8/22/11
Family Dollar
AEG
Stormwater
Infiltration Basin Routing
10045
100-year
24hr Storm
(Assume
Zeno Infiltration Rate)
48
6.5
9139
37.35
0.00
0.00
0.0
0.00
0.00
9138.9
0.0
49
6.5
9531
37.42
0.00
0.00
0.0
0.00
0.00
9531.0
0.0
50
0.5
9923
37.49
0.00
0.00
0.0
0.00
0.00
9922.9
0.0
51
6.5
10314
37.55
0.00
0.00
0.0
0.00
0.00
10314.0
0.0
52
6.4
10703
37.62
0.00
0.00
0.0
0.00
0.00
10703.3
0.0
53
8.4
11090
37.69
0.00
0.00
0.0
0.00
0.00
11090.1
0.0
54
6.3
11474
37.76
0.00
0.00
0.0
0.00
0.00
11473.5
0.0
55
6.2
11853
37.82
0.00
0.00
0.0
0.00
0.00
11852.8
0.0
56
6.1
12227
37.89
0.00
0.00
0.0
0.00
0.00
12227.2
0.0
57
6.0
12596
37.95
0.00
0.00
0.0
0.00
0.00
12595.9
0.0
58
5.9
12058
38.01
0.00
0.00
0.0
0.00
0.00
12958.2
0.0
59
5.8
13313
38.07
0.00
0.00
0.0
0.00
0.00
13313.4
0.0
60
5.7
13661
38.13
0.00
0.00
0.0
0.00
0.00
13660.8
0.0
81
5.5
14000
38.19
0.00
0.00
0.0
0.00
0.00
13999.9
0.0
62
5.4
14330
38.25
0.00
0.00
0.0
0.00
0.00
14330.4
0.0
63
5.2
14052
38.30
0.00
0.00
0.0
0.00
0.00
14652.2
0.0
64
5.1
14965
38.35
0.00
0.00
0.0
0.00
0.00
14965.4
0.0
65
4.9
15270
38.41
0.00
0.00
0.0
0.00
0.00
15270.4
0.0
66
4.6
15667
38.46
0.00
0.00
0.0
0.00
0.00
15567.2
0.0
67
4.7
15856
38.50
0.00
0.00
0.0
0.00
0.00
15856.2
0.0
68
4.6
16138
38.55
0.00
0.00
0.0
0.00
0.00
16137.6
0.0
69
4.4
16411
38.60
0.00
0.00
0.0
0.00
0.00
16411.4
0.0
70
4.3
16678
38.64
0.00
0.00
0.0
0.00
0.00
16678.1
0.0
71
4.2
16938
38.68
0.00
0.00
0.0
0.00
0.00
16937.6
0.0
72
4.1
17190
38.73
0.00
0.00
0.0
0.00
0.00
17190.3
0.0
73
4.0
17436
36.77
0.00
0.00
0.0
0.00
0.00
17436.3
0.0
74
3.9
17676
38.81
0.00
0.00
0.0
0.00
0.00
17675.7
0.0
75
3.8
17909
38.85
0.00
0.00
0.0
0.00
0.00
17908.8
0.0
76
3.7
18135
38.88
0.00
0.00
0.0
0.00
0.00
18135.7
0.0
77
3,6
18357
38.92
0.00
0.00
0.0
0.00
0.00
16356.7
0.0
78
3.5
18572
38.95
0.00
0.00
0.0
0.00
0.00
18571.7
0.0
79
3A
18781
38.99
0.00
0.00
0.0
0.00
0.00
18781.1
0.0
80
3.3
18985
39.02
0.00
0.00
0.0
0.00
0.00
18984.9
0.0
81
3.2
19183
39.05
0.00
0.00
0.0
0.00
0.00
19183.3
0.0
82
3.1
19376
39.09
0.00
0.00
0.0
0.00
0.00
19376.4
0.0
83
3.1
19564
39.12
0.00
0.00
0.0
0.00
0.00
19564.4
0.0
64
3,0
19747
39.15
0.00
0.00
0.0
0.00
0.00
19747.5
0.0
85
2.9
19926
39.18
0.00
0.00
0.0
0.00
0.00
19925.7
0.0
86
2.8
20099
39.20
0.00
0.00
0.0
0.00
0.00
20099.1
0.0
87
2.7
20268
39.23
0.00
0.00
0.0
0.00
0.00
20268.0
0.0
88
2.7
20432
39.26
0.00
0.00
0.0
0.00
0.00
20432.4
0.0
89
2.6
20592
39.28
0.00
0.00
0.0
0.00
0.00
20592.4
0.0
BO
2.5
20748
39.31
0.00
0.00
0.0
0.00
0.00
20748.2
0.0
91
2.5
20900
39.33
0.00
0.00
0.0
0.00
0.00
20899.9
0.0
92
2.4
21048
39.36
0.00
0.00
0.0
0.00
0.00
21047.5
0.0
93
2.3
21191
39.38
0.00
0.00
0.0
0.00
0.00
21191.2
0.0
94
2.3
21331
39.40
0.00
0.00
0.0
0.00
0.00
21331.2
0.0
95
2.2
21467
39.43
0.00
0.00
0.0
0.00
0.00
21467.4
0.0
96
2.2
21600
39.45
0.00
0.00
0.0
0.00
0.00
21600.0
0.0
97
2.1
21729
39.47
0.00
0.00
0.0
0.00
0.00
21729.0
0.0
98
2.0
21855
39.49
0.00
0.00
0.0
0.00
0.00
21854.7
0.0
99
2.0
21977
39.51
0.00
0.00
0.0
0.00
0.00
21977.0
0.0
100
1.9
22096
39.53
0.00
0.00
0.0
0.00
0.00
22096.1
0.0
101
1.9
22212
39.55
0.00
0.00
0.0
0.00
0.00
22212.1
0.0
102
1.8
22325
39.56
0.00
0.00
0.0
0.00
0.00
22324.9
0.0
103
1.0
22435
39.58
0.00
0.00
0.0
0.00
0.00
22434.8
0.0
104
1.7
22542
39.60
0.00
0.00
0.0
0.00
0.00
22541.7
0.0
105
1.7
22646
39.62
0.00
0.00
0.0
0.00
0.00
22645.9
0.0
106
1.0
22747
39.63
0.00
0.00
0.0
0.00
0.00
22747.2
0.0
107
1.6
22846
39.65
0.00
0.00
0.0
0.00
0.00
22845.9
0.0
108
1.6
22942
39.66
0.00
0.00
0.0
0.00
0.00
22941.9
0.0
109
1.5
23035
39.68
0.00
0.00
0.0
0.00
0.00
23035.5
0.0
110
1.5
23126
39.69
0.00
0.00
0.0
0.00
0.00
23126.5
0.0
111
1.4
23215
39.71
0.00
0.00
0.0
0.00
0.00
23215.1
0.0
112
1.4
23301
39.72
0.00
0.00
0.0
0.00
0.00
23301.4
0.0
113
1.4
23385
39.73
0.00
0.00
0.0
0.00
0.00
23385.4
0.0
114
1.3
23467
39.75
0.00
0.00
0.0
0.00
0.00
23467.1
0.0
115
1.3
23547
39.76
0.00
0.00
0.0
0.00
0.00
23546.7
0.0
116
1.3
23624
39.77
0.00
0.00
0.0
0.00
0.00
23624.2
0.0
117
1.2
23700
39.76
0.00
0.00
0.0
0.00
0.00
23699.6
0.0
11B
1.2
23773
39.80
0.00
0.00
0.0
0.00
0.00
23773.0
0.0
119
1.2
23845
39.81
0.00
0.00
0.0
0.00
0.00
23844.5
0.0
120
1.1
23914
39.82
0.00
0.00
0.0
0.00
0.00
23914.1
0.0
121
1.1
23982
39.83
0.00
0.00
0.0
0.00
0.00
23981.9
0.0
122
1.1
24048
39.84
0.00
0.00
0.0
0.00
0.00
24047.8
0.0
123
1.0
24112
39.85
0.00
0.00
0.0
0.00
0.00
24112.0
0.0
124
1.0
24174
39.80
0.00
0.00
0.0
0.00
0.00
24174.5
0.0
125
1.0
24235
39.87
0.00
0.00
0.0
0.00
0.00
24235.3
0.0
GMBSVO10110045>~Bni1y Mila6cUM6045Inf1"tio39tMw
100y241trOIgAMill
Rate
0.00
0.0
0.00
0.00
24294.6
0.0

Revised:
0122/11
Family Dollar
ALG
Stormwater
Infiltration Baoin
Routing
10045
100-year 24hr Storm
(Assume
Zero Infiltration Rate)
127
0.9
24352
39.89
0.00
0.00
0.0
0.00
0.00
24352.2
0.0
128
0.9
24408
39.90
0.00
0.00
0.0
0.00
0.00
24408.3
0.0
129
0.9
24463
39.91
0.00
0.00
0.0
0.00
0.00
24463.0
0.0
130
0.9
24516
39.91
0.00
0.00
0.0
0.00
0.00
24516.2
0.0
131
0.8
24568
39.92
0.00
0.00
0.0
0.00
0.00
24568.0
0.0
132
0.8
24618
39.93
0.00
0.00
0.0
0.00
0.00
24618.4
0.0
133
0.8
24667
39.94
0.00
0.00
0.0
0.00
0.00
24667.4
0.0
134
0.8
24715
39.95
0.00
0.00
0.0
0.00
0.00
24715.2
0.0
135
0.8
24762
39.95
0.00
0.00
0.0
0.00
0.00
24761.7
0.0
136
0.7
24807
39.96
0.00
0.00
0.0
0.00
0.00
24807.0
0.0
137
0.7
24851
39.97
0.00
0.00
0.0
0.00
0.00
24851.1
0.0
138
0.7
24894
39.97
0.00
0.00
0.0
0.00
0.00
24894.0
0.0
139
0.7
24936
39.98
0.00
0.00
0.0
0.00
0.00
24935.7
0.0
140
0.7
24976
39.99
0.00
0.00
0.0
0.00
0.00
24976.4
0.0
141
0.6
25016
39.99
0.00
0.00
0.0
0.00
0.00
25016.0
0.0
142
0.6
25055
40.00
0.00
0.00
0.0
0.00
0.00
25054.5
0.0
143
0.6
25092
40.01
0.00
0.00
0.0
0.00
0.00
25092.0
0.0
144
0.0
25129
40.01
0.00
0.00
0.0
0.00
0.00
25128.6
0.0
145
0.6
25164
40.02
0.00
0.00
0.0
0.00
0.00
25164.1
0.0
146
0.6
25199
40.02
0.00
0.00
0.0
0.00
0.00
25198.7
0.0
147
0.5
25232
40.03
0.00
0.00
0.0
0.00
0.00
25232.4
0.0
148
0.5
25265
40.03
0.00
0.00
0,0
0.00
0.00
25265.2
0.0
149
0.5
25297
40.04
0.00
0.00
0.0
0.00
0.00
25297.1
0.0
150
0.5
25328
40.04
0.00
0.00
0.0
0.00
0.00
25328.2
0.0
151
0.5
2535B
40.05
0.00
0.00
0.0
0.00
0.00
25358.5
0.0
152
0.5
25388
40.05
0.00
0.00
0.0
0.00
0.00
25387.9
0.0
153
0.5
25417
40.06
0.00
0.00
0.0
0.00
0.00
25416.6
0.0
154
0.5
25445
40.06
0.00
0.00
0.0
0.00
0.00
25444.5
0.0
155
0.4
25472
40.07
0.00
0.00
0.0
0.00
0.00
25471.7
0.0
166
0.4
25498
40.07
0.00
0.00
0.0
0.00
0.00
25498.1
0.0
157
0.4
25524
40.07
0.00
0.00
0.0
0.00
0.00
25523.9
0.0
158
0.4
25549
40.08
0.00
0.00
0.0
0.00
0.00
25549.0
0.0
159
GA
25573
40.08
0.00
0.00
0.0
0.00
0.00
25573.4
0.0
160
0,4
25597
40.09
0.00
0.00
0.0
0.00
0.00
25597.1
0.0
161
0.4
25620
40.09
0.00
0.00
0.0
0.00
0.00
25620.3
0.0
162
0.4
25643
40.09
0.00
0.00
0.0
0.00
0.00
25642.8
0.0
163
0.4
25665
40.10
0.00
0.00
0.0
0.00
0.00
25664.7
0.0
164
0.3
25686
40.10
0.00
0.00
0.0
0.00
0.00
25686.0
0.0
165
0.3
25707
40.10
0.00
0.00
0.0
0.00
0.00
25706.8
0.0
166
0.3
25727
40.11
0.00
0.00
0.0
0.00
0.00
25727.0
0.0
167
0.3
25747
40.11
0.00
0.00
0.0
0.00
0.00
25746.7
0.0
168
0.3
25766
40.11
0.00
0.00
0.0
0.00
0.00
25765.9
0.0
169
0.3
25785
40.12
0.00
0.00
0.0
0.00
0.00
25704.5
0.0
170
0.3
25803
40.12
0.00
0.00
0.0
0.00
0.00
25802.7
0.0
171
0.3
25820
40.12
0.00
0.00
0.0
0.00
0.00
25820.4
0.0
172
0.3
25838
40.12
0.00
0.00
0.0
0.00
0.00
25837.6
0.0
173
0.3
25854
40.13
0.00
0.00
0.0
0.00
0.00
25854.3
0.0
174
0.3
25871
40.13
0.00
0.00
0.0
0.00
0.00
25870.7
0.0
175
0.3
25887
40.13
0.00
0.00
0.0
0.00
0.00
25886.5
0.0
176
0.3
25902
40.13
0.00
0.00
0.0
0.00
0.00
25902.0
0.0
177
0.2
25917
40.14
0.00
0.00
0.0
0.00
0.00
25917.0
0.0
178
0.2
25932
40.14
0.00
0.00
0.0
0.00
0.00
25931.7
0.0
179
0.2
25946
40.14
0.00
0.00
0.0
0.00
0.00
25946.0
0.0
180
0.2
25960
40.14
0.00
0.00
0.0
0.00
0.00
25959.8
0.0
181
0.2
25973
40.16
0.00
0.00
0.0
0.00
0.00
25973.4
0.0
182
0.2
25987
40.15
0.00
0.00
0.0
0.00
0.00
25986.5
0.0
183
0.2
25999
40.15
0.00
0.00
0.0
0.00
0.00
25999.3
0.0
184
0.2
26012
40.15
0.00
0.00
0.0
0.00
0.00
26011.8
0.0
185
0.2
26024
40.15
0.00
0.00
0.0
0.00
0.00
26023.9
0.0
186
0.2
26036
40.15
0.00
0.00
0.0
0.00
0.00
26035.7
0.0
187
0.2
26047
40.16
0.00
0.00
0.0
0.00
0.00
26047.2
0.0
188
0.2
26058
40.16
0.00
0.00
0.0
0.00
0.00
26058.4
0.0
189
0.2
26069
40.16
0.00
0.00
0.0
0.00
0.00
26069.3
0.0
190
0.2
26080
40.16
0.00
0.00
0.0
0.00
0.00
26080.0
0.0
191
0.2
26090
40.16
0.00
0.00
0.0
0.00
0.00
26090.3
0.0
192
0.2
26100
40.17
0.00
0.00
0.0
0.00
0.00
26100.3
0.0
193
0.2
26110
40.17
0.00
0.00
0.0
0.00
0.00
26110.1
0.0
194
0.2
26120
40.17
0.00
0.00
0.0
0.00
0.00
26119.7
0.0
195
0.2
26129
40.17
0.00
0.00
0.0
0.00
0.00
26128.9
0.0
196
0.1
26138
40.17
0.00
0.00
0.0
0.00
0.00
26138.0
0.0
197
0.1
26147
40.17
0.00
0.00
0.0
0.00
0.00
26146.8
0.0
198
0.1
26155
40.17
0.00
0.00
0.0
0.00
0.00
26155.3
0.0
199
0.1
26184
40.18
0.00
0.00
0.0
0.00
0.00
26163.7
0.0
200
0.1
26172
40.18
0.00
0.00
0.0
0.00
0.00
26171.8
0.0
201
0.1
26180
40.18
0.00
0.00
0.0
0.00
0.00
26179.7
0.0
202
0.1
20187
40.18
0.00
0.00
0.0
0.00
0.00
26187.4
0.0
203
0.1
26195
40.18
0.00
0.00
0.0
0.00
0.00
26194.8
0.0
204
0.1
26202
40.18
0.00
0.00
0.0
0.00
0.00
26202.1
0.0
(."=B6Q010110045Q9.Iy Ddl.P2kW80451nfiI1reGo4WJ&i,g 100,20,04191nfl1 Rata
0.00
0.0
0.00
0.00
26209.2
0.0

Revised: 8/22111
Family Dollar
ALG
Stormwater Infiltration Basin Routing
10045
100-year 24hr Storm
(Assume Zero Infiltration Rate)
206
0.1
26216
40.18
0.00
0.00
0.0
0.00
0.00
26216.1
0.0
207
0.1
26223
40.16
0.00
0.00
0.0
0.00
0.00
26222.8
0.0
208
0.1
26229
40.19
0.00
0.00
0.0
0.00
0.00
26229.4
0.0
209
0.1
26236
40.19
0.00
0.00
0.0
0.00
0.00
26235.6
0.0
210
0.1
26242
40.19
0.00
0.00
0.0
0.00
0.00
26242.0
0.0
211
0.1
26248
40.19
0.00
0.00
0.0
0.00
0.00
26248.0
0.0
212
0.1
26254
40.19
0.00
0.00
0.0
0.00
0.00
26253.9
0.0
213
0.1
26260
40.19
0.00
0.00
0.0
0.00
0.00
26259.6
0.0
214
0.1
26265
40.19
0.00
0.00
0.0
0.00
0.00
26265.2
0.0
215
0.1
26271
40.19
0.00
0.00
0.0
0.00
0.00
26270.6
0.0
216
0.1
26276
40.19
0.00
0.00
0.0
0.00
0.00
26275.9
0.0
217
0.1
26281
40.19
0.00
0.00
0.0
0.00
0.00
26281.0
0.0
218
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0.0
G.UOBBtioto110615-Family DollancelcM100451nrwatlon RoWna 100y24hr- No Infilt Rate

North Carolina
Beverly Eaves Perdue
Governor
August 9, 2011
Mr. Robert Taylor, Manager
Taylor 8 Sullivan, LLC
7057 #1 Beach Dr.
Ocean Isle Beach, NC 28469
Q��
w�
NCDENR
Department of Environment and
Division of Water Quality
Colleen H. Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8110716
Family Dollar Holden Beach
Brunswick County
Dear Mr. Taylor:
Natural Resources
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for
Family Dollar Holden Beach on July 21, 2011. A preliminary in-depth review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Drawdown Time: Please provide the drawdown time for the 16,121cf (10yr volume) generated by
the Simple Method and show that that volume can drawdown at half of the 13.5in/hr rate found per
^ 00 the soils report in order to show that the BMP can drawdown within 5 days per 15A NCAC 2H
.1008(d)(5). I see that you have provided drawdown data using at half the rate in the package, but
it appears to show the drawdown of the volume calculated by the SCS Method. (I have calculated
that the Simple Method volume will infiltrate well within 5 days, but we will need stamped
calculations to this effect for the file.)
].5" 10yr
Volume, ft3:
Half Rate, in/hr:
SA Bottom, ftZ:
Drawdown, days:
4,372
16,121
6.75
6.75
4,033
4,033
O.D80
0.296
Swale: There is a swale that begins on the eastern side of the project which then flows north of
and then west of the basin. What is the purpose of that swale? Is it intended to bypass offsite
water around the project? If so, please provide points along the project boundary where it will
enter and exit the project in order to show that it will allow existing drainage to flow through without
impacting the intended treatment for the project.
3. Drainage Area: Please show the drainage area on the plan.
Easement: Please provide a drainage easement and show its dimensions on the plans.
5. Site Visit: Has Vince Lewis visited this site for a soils investigation? If not, please contact him at
910.796.7215.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748 North Carolina
Internet: www.ntwaterquality,org NaturallY
An Equal Opportunity 1 Affirmative Action Employer

SW8 110716
August 9, 2011
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms and make changes as needed.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received in this Office prior to September 9, 2011, 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, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. 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] or email me at
[e-mail].
Sincerely
Kelly Johnson
Environmental Engineer
GDSlkpj: S:MCMtormwaterlPermits & Projects120111110716 HD12011 08 addinfo 110716
cc: Phil Tripp, PE, Tripp Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

TRIPP ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
July 21, 2011
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Family Dollar Holden Beach
TE 10045
Dear Kelly:
REEID J U L I I U11
In response to your email comments dated July 7, 2011, we offer the following:
LA'.' The application and operation and maintenance agreement have been signed by Mr.
Robert Taylor as Member Manager.
2. The existing ground elevation at the boring is approximately 37.0. We used the worst case
W34- scenario of the SHGWT� (3.5') below existing grade. Therefore we calculated the
SI-IGWT elevation to b 35.5 noted in the calculations, supplements, and narrative.
3. In the submitted package, I included routing calculation for the 10-year storm that
assumed half of the infiltration rate. This scenario is located right behind the original 10-
year storm routing calculations and is titled at the top of the page by "I 0-year 24hr Storm
(Half Infiltration Rate)." This drawdown time for this scenario is 3.2 hours. I also
included in the submittal package the Simple Method Volume calculations for the 10-year
/av storm event. I believe this page was located near the end of the package (2"d page from
the end). The volume required in this scenario was 16,121 eu. ft. Our proposed volume
for the basin per the supplement for was 19,140 cu. ft. Therefore our proposed volume
f� exceeded the required volume for the 10-year storm event using the Simple Method. Let
me know if this information will suffice or if you need a separate calculation.
..4. We have added the "no wetlands located on -site" note to our site plan.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
a- ��k
Lee G Iloway
ALG:dcb
Enc.
gtECEIV D
JUL 21 2011
BY:_----

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Thursday, July 07, 2011 12:56 PM
To:
'Lee Galloway'
Cc:
[e-mail]
Subject:
Family Dollar Holden Beach
Lee & Phil,
We received the application for this project and I have a few questions for you:
1.) Signature: The Secretary of State shows that this is a manager -managed LLC. William Taylor is a member, but is
not a manager. If William Taylor has recently become a manager (since the May 2011 annual report), then
please submit paperwork showing his new title. Otherwise the manager, Robert Taylor, will have to sign the
application documents.
2.) SHWT: The soils report shows that the SHWT is 42-61in below the existing ground. That is a pretty wide range.
The SHWT is shown to be at 33.5msl on the supplement. Is the existing ground elevation, 37.Omsl (42" above
33.5msl)?
3.) Calculations: I understand that this is intended to infiltrate the 100yr storm, which is in excess of option #4 on
page 16-9. Option 4 is to show that the 10yr24hr storm can infiltrate without discharge using half the expected
infil rate from the soils report in order to hot have to have a bypass or vegetated filter. Please submit talcs
showing that the 10yr24hr volume (per the Simple Method rather than SCS) will infiltrate within 5 days at half
the soils report's rate (half of 13.5in/hr). This is probably just a paper exercise if the system can handle the
100yr storm, but that is the data that we will need for the permit.
4.) Plans: Please check the plans to ensure that they contain all of the standard information. For instance, I noticed
that there is not a wetlands note. There may be other items. t}
�\ h D
Thanks, �"¢
Kelly,
*** My email has changed to keliy.o.iohnson@ncdenr.¢ov
K.e��l�ohwsow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Project Name:
Project Location:
Received Date:
Accepted Date:
LRule(s) ©f08 Coastal
[-]1995 Coastal
Phase II (WIRO) Universal
E]1988 Coastal
Type of Permit: New or
Mod or PR
Existing Permit M (Mod or PR)
RPF
fort on Film
Density: ( HD` i� or LD
%: `p - (% OK?)
Type: C�mmerciab or Residential
uNCG:
ElOffsite to SW8
nExemot
Stream Class: 5 ,,
SA Map
Subdivided?: Subdivision or Single Lot
ORW Mao
Paperwork
195-6-Pplement(s) (1 original per BMP) ,BMP Type(s): \1J1 q_ t
13O&M with correct/original signatures (I original per BMP except LS/VFS and swales)
';,)[7Application with correct/original signatures * lqa Q06-'t - "-C N CO- S� b_y ftZ Y\
❑Corp or LLC: Sig. Auth. per SoS or letter Note to Revie er:
505 (within 6mo) Oi�51 iEt2RWficE /� i)`tag55��aCL�
'�9 ❑Soils Report with SHWT
y� Calculations (signed/sealed) WM 5{v- IhUyl� S�fYI
No obvious errors W�O C�S7 �1
/' ❑ CAE f10 uoiWl kvc-cchcrn o,vailcMe�
A.��maLq `}-lrann ap}�an 4 nc+(u„r�
MDensity includes common areas, etc
Deed Restrictions, if subdivided:
& Notarized
Plans
F-12 Sets FlDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading nWetlands: Delineated or No Wetlands
Vicinity Map El Layout (proposed BUA dimensions)
Legend ElDA Maps Project Boundaries
Infiltration g-� tA^ ktxo Wet Pond offsite
Soils Report1Soils Report �PE Cert for Master Lot #:
]SHWT: SHW Deed Rest f aster Lot # Matches Master
Bottom: BUA Per ' ted (Master): sf
Visited: B Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

S
✓ 1 ��-k,� ce � S�
"O)pv—c�)
Off
"�rpvp- qy�-qy-�
3-S

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
July 6, 2011 RECtD JUL O8�1
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson JUL 0 5 2011
Re: Family Dollar Holden Beach BY'
Brunswick County, NC
TE 10045
Dear Kelly:
Enclosed please find the following items for the above referenced project:
• 2 sets of plans
• $505 check
• Narrative
• Stormwater application — one original and one copy
• Infiltration Basin Supplement
• Infiltration Basin Operation and Maintenance Agreement
• Calculations, signed and sealed
• Soils Report
• USGS map
• Copy of the Deed
• Secretary of State information
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lcc Aallow ayL—J�
ALG:dcb
Enc.

DWQ USE ONLY
Date Received
Fee Paid
Permit Numb pr
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph lI - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
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 art original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Family Dollar Holden Beach
2. Location of Project (street address):
1123 Sabbath Home Road SW
City:SuPPIy County:Brunswick Zip:28462
3. Directions to project (from nearest major intersection):
From the intersection of NC Hwy130 (Holden Beach Road) and SR 1120 (Sabbath Home Road SW) travel
approximately 300 If east on SR 1120 Site is on the right
4. Latitude:33* 55' 42" N Longitude:78* 16' 16" W of the main entrance to the project.
If. PERMIT INFORMATION:
1. a. Specify whether project is (check one): NNew ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* "provide a designer's certification
2. Specify the type of project (check one):
❑Low Density NI-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
❑Sedimentation/Erosion Control: 1.3 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
JUL 0 5 2011
FormSWU-101 Version07Jun2010 Page I of

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Taylor & Sullivan. LLC
Signing Official&Title:W' ember-kfannger tZORtQS \f-N m M91nJPHf2
b.Contact information for person listed in item 1a above:
Street Address:7057 #1 Beach Drive
City:Ocean Isle Beach State:NC Zip:28469
Mailing Address (if
City:
Phone: (910 ) 579-0283
Eniail:[e-mail]
State:
Fax: (910 ) 579-1303
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/i
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone:
State:
Fax: ( )
Zip:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/
Signing Official & Title
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone:
4. Local jurisdiction for building permits:
Point of Contact:
Fax:
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
infiltration basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: _ _ Date-
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 1.45 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area,:1.45 acres
Total project area shall be calculated to exclude the ollowingg the normal pool o int ounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NFiIM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (vr MHI� line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 47.5 %
9. How many drainage areas does the project have?] (For high densihj, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for thte whole properhJ area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area 1
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
ICW W
_
Stream Class *
SA;HQW
Stream Index Number *
15-25
Total Drainage Area (so
39,870
On -site Drainage Area (so
39,870
Off -site Drainage Area (sf)
Pro osed Im ervious Area** (so
30,027
% Im ervious Area** total
75.3
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
8,000
_
On -site Streets (so
-
On -site Parking (so
19,023
n
On -site Sidewalks (so
3,004
^
Other on -site (so
Future (so
-
Off -site (so
-
Existing BUA*** (so
-
Total (so:
30,027
" Stream Class and Index Number can be determined at: late://portal.?tcdenr.oroir ebfmq/ps/csulclassiFucations
*" Imtperoious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available fromhttp://portal.ncdennorg/web/wq/ws/su/statesw/forms dots. Thecomplete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdennorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdennorg/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 6114
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants U
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer toi
http://www.envhelp.org/12ages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map. /��
7. Sealed, signed and. dated calculations.-6—
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.' Iv�'
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control eeaures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineate by a JUL O 5 2011
qualified person. Provide documentation of qualifications and identify the per on who
made the determination on the plans. BY:
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculation— s.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
FormSWU-101 Version 07Jun20 10 Page 4of6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3168 Page No: 354
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretaly.state.nc.us/Corporations/"CSearch aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portalmcdermory/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Phillip G. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City: W ilmington
Phone: (910 ) 763-5100
Email:[e-mail]
State:NC Zip:28401
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Informntion, item 2a) . certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item in) with (print or type name of organization listed in
Contact Informntion, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
RECEIVEM
JUL 0 5 2011
Form SWU-101 Version 07Jun2010 Page 5 of

JUL 1,9r2011 11:50A 000-000-00000 a page 2
I/
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submits
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penudties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
... -..., do hereby certify that
before me this _ day of
County of
personally appeared
, and acknowledge the due execution of the application for
a sturmwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT"S CERTIFICA'l'ION
1, (print nr lype nano• of person listed in Qwtart Irprrnuttion, item 1a) Robert A. Tat for
certify that the information included on this permit application form is, to tite best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and proteytive nants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwa r rules under 15A NCAC. 2H .I000, ST. 200ti-246 (Ph. li -Post Construction) or Sl. 20082'll.
Signaatr)re �11. C-` 1, _. Date::
�
A 0 e-., !� J? C lC- s\ a 11 a Notary public for the State of l _ J Countyof
llf Ul��
du In\\ereby rerli(y that �ChP[- ��,��t 1 n)' personally appeared
before me this 0- clay of J �l.\I Q id acknowledge the due execution of the a licad fo
a stormwater permit.
on r
Witness my hand and offirial seal,
SEAT,
t'
My commission expires_1 ' A ri a p
I2ECEIVE13
JUL 21 ZOII
FormSWIJ-101 Version071un2010 Pa9u6of6

TE 10045
Stormwater Drainage System & Erosion Control
Narrative
Family Dollar Holden Beach
1123 Sabbath Home Road SW, Supply, NC 28462
The Family Dollar project is a commercial site located at 1123 Sabbath Home Road SW
in Supply, NC, Brunswick County, parcel ID # 202609151632. The site is owned by
Taylor & Sullivan, LLC and contains approximately 1.45 acres. No wetlands exist on the
project site.
Taylor & Sullivan, LLC is proposing to construct one commercial sales building, parking
area, sidewalks, utilities and an infiltration basin. The site will have one drainage area
consisting of 39,870 sf (0.92 acres). New impervious area for this project is estimated to
be 27,990 sf, or 70.2%. The estimated amount of disturbed area is 1.30 acres. All
stormwater runoff from the built upon area (BUA) will be collected and treated in the
proposed infiltration basin. Existing off -site drainage flow that drains towards the
infiltration pond will be directed into a proposed by-pass swale located on the property.
The project is located within the Lumber River Basin and ultimately drains to the
Intracoastal Waterway, classification SA;HQW, Index No. 15-25. The project site is
located further than % mile from the Intracoastal Waterway.
Unfortunately, the site does not have a sufficient outfall location for the infiltration basin.
Therefore, the basin will be designed to store up to the 100-year storm event with no
outfall. In the case of default within the infiltration basin, a temporary pumping system
will be implemented.
The high density project will be treated by erosion control measures such as drop inlets
with inlet protection, grassed conveyance swales, temporary silt fence, temporary
graveled construction entrance, and an infiltration basin. The infiltration basin will be
designed to meet the State's 1.5" requirement and alternately sized for the 1-yr., 10-yr,
25-yr, and 100-yr storm events. Calculations have been provided to demonstrate that the
10-yr 24-hour storm event can be infiltrated without discharging the system using an
infiltration rate of one-half of the infiltration rate reported in the soils report, therefore
waiving the State required off-line by pass and vegetated filter strip. The maximum
volume allowed per inlet is 2.0 acre -inches (NCDENR BMP Manual section 16.3.3,2).
Per the attached soils report, the SHGWT was approximately 42" below the ground
surface in the location of the proposed infiltration basin. The elevation of the ground
surface at the bore location is approximately elevation 37.0, therefore the SHGWT
elevation is approximately elevation 33.5. The bottom of the infiltration basin has been
set 2' above the SHGWT at elevation 35.5.
RECEIVED
JUL 0 5 2011
BY:

IIIIII II�IIifIIIIIIiI�NIIII�II�I V 66 P03� °o-'"p"
rands 8. l . I o ]° PROP 0ru }R, Coyn{Y. C RagfYfar of Daads papa 1 of 2
61.r a M. C]ammma Raglstar of Daada
e0-14-2011 16:03:38.000 Brunaylck County, NC
NC REVENUE STAMP: $500.00 �(�p281831(
�PDrywlenter 1(1 tlnlSA
19
�`s' Q"''4p,, ���a �mtiNeµtlE,WN to tOfdltlo° .
"�❑Dmam�AOpILABe+,!..w'�!rt;Drmlglna
adnAas NNOMk1F m: av:u„t00amfied
NORTH CAROLINA GENERAL WARRANTY DEED
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK ery Ryzp %'' �
THIS DEED, made this the /'`i` 1-day of June, 2011, by and between
RED APPLE GROUP, LLC, a Virginia Limited Liability Company of 712
Village Road, Shallotte, NC 28470, party of the first part, hereinafter
referred to as Grantor, and TAYLOR 6 SULLIVAN, L.L.C., a North Carolina
Limited Liability Company of 7290-03 Beach Drive SW, Ocean Isle Beach,
NC 28469, party of the seconnwd1part, p�hereinafter referred to as Grantee;
WT4I T H E
THAT the Grantor, f-br a valU2Q114 consideration paid by the Grantee,
the receipt of which is hereby acknowledged, has and by these presents
does grant, bargain, sell and convey unto the Grantee, its successors
and assigns, in fee simple, all that certain lot or parcel of land
situated in Lockwood Folly Township, Brunswick County, North Carolina,
and being more particularly described as follows:
BEING all of thaertain%or parcel of land
containing 1.45'acres' land, �ra Mgr lees, as more
particularly described in aVurvey plat dated September
25, 2003 prepared by Jimmy D. Etheridge, R.L.S., Bobby M.
Long 6 Assoc. and recorded in Map Cabinet 28 at Page 491,
the Brunswick County Registry.
For back reference see Deed Book 2195, Page 1344 of the
Brunswick County Registry.
In accordance with¢NCGS S,d'a7uag�0,.5��-317.2, the mailing
addresses of Grantor 1&�,� Grantoewtz4 �s stated above.
The property herein conve`y'&d�does not include the primary
residence of the Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereunto belonging to the Grantee in fee
simple.
AND the Grantor does"Hereby coVtq:an with Grantee that Grantor is
seized of the premises iiPfee s�im_ple, 'N lr�ight to convey
the same in fee simple iSst hat titfP@ is merketa le and free and clear of
all encumbrances, and that Granto will warrant and defend the title
against the lawful claims of all persons, whomsoever, subject to the
following exceptions:
-Utility easements of record. RECEIVED
-2011 ad valorem properly taxes.
-Restrictive covenants' of recoj¢o%-, o JUL 0 5 2011
PREPARED BY: BAXLEYSMITHWICR PLLC ATTORNEYS BY:
WITHOUT OPINION OF TITLE

IN WITNESS WHEREOr he 6 nJMh0 �Va4,p d this instrument to be
duly executed as of theyday and nZ first ab 'e written.
RED APPLE GROUP, LLC
By:
.0
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I certify that the following9 person(s) personally appeared before me
this day and acknowledged t'Ne that he or she voluntarily signed the
foregoing document for thgbpurpose((�-a%,mod therein and in the capacity
indicated: LAWSON S. T�IPLE7? JR., ` a er/Manager of RED APPLE
GROUP, LLC, a Virginia Limited Likbility CompeHk ("the Company"), as and
for the act of the Company
Notary tl is
Y
Notary 9 Prj,}ntedNir4e ,.�hg�j
p �— 07-00/3
My Commission k fires:
Shay S. West
Notary Public
Brunswick Counry
North CarolineoS•oT-
L=0mrniWionExgiroa
If
44

RFIS
Soils Engineering and Testing Services
Elite Homes
7057 #1 Beach Drive
Ocean Isle Beach, North Carolina 28469
Attention: Mr. Forrest Taylor
June 22, 2011
Reference: Infiltration Testing and Seasonal High Watertable Estimate
Proposed Family Dollar Store
NC Highway 130
Holden Beach, North Carolina
RFTS Job No. 593-11
Dear Mr. Taylor:
PC]E:IVED
JUL 0 5 2011
BY:-
RFTS is pleased to provide testing services during the design phase of the Family Dollar Store
located off NC Highway 130 near Holden Beach, North Carolina. Specific site grading plans had
not been provided to us at the time this report was prepared,
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on June 16, 2011, to perform infiltration testing and
estimate the seasonal high watertable at one location within the area of the proposed stormwater
infiltration basin. The purpose of this testing was to provide soil parameters for stormwater
infiltration design.
Seasonal High Watertable Estimate
A hand auger boring was advanced at one location to a depth of approximately 6 feet below the
existing ground surface in an area near or within the proposed infiltration basin. The encountered
soils were logged and visually classified by depth and a Munsell Soil Color Chart was used to
determine the hue, value, and chroma of the visually distinct soil layers. Our soil logs are
presented in Table 1.
Soils encountered in our boring consisted of interbedded relatively clean fine sands (USCS Soil
Groups `SP' and `SP-SM') through the entire boring depth of 74 inches below the existing
ground surface. Comparison of the soils to the Munsell Chart and observations made while on
site suggests the presence of a zone of aerated soils indicative of the seasonal water level
approximately 42 inches below the ground surface within the unsaturated zone. A measurement
made 30 minutes after angering indicate a depth to :standing water in the borehole of 60 inches
below the existing ground surface.
RFTS, PLLC Committed to Responsive Service
1305 3A Carolina Beach Ave N N Office: 910458-1377
Carolina Beach North Carolina 28428 raurle.r%tspllc,com Fax: [phone]

Elite Homes
RFTS Job No. 593-11
Infiltration Testine
June 22, 2011
Page Two
Infiltration testing was performed using a model 2800 Guelph Perrneameter which is a
constant -head device which operates on the Mariotte siphon principle and is referenced in ASTM
D-5126. The permeameter is used to determine field saturated hydraulic conductivity in
centimeters per second for soil at a specified depth. This testing involves advancing a borehole to
the desired infiltration depth and introducing water at a constant head to determine the steady
state flow rate from which the hydraulic conductivity can be calculated.
No specific depth for testing was required; however, our testing was performed18 inches below
the existing ground surface and was approximately 24 inches above the seasonal high water
estimate. The results of our permeameter testing are presented in Table 2.
RECOMMENDATIONS
Based on the results of our field testing and soil classifications at this test location, it is our
opinion that in order to achieve the steady state flow rates obtained during our testing, the area of
infiltration galleries or other infiltration structures should introduce stormwater at approximately
18 inches below the existing ground surface elevation. For purposes of sizing the structures we
recommend an ultimate application rate of 13.5 inches per hour. These recommendations should
be reviewed by appropriate regulatory authorities before finalizing the details of any civil design
CLOSURE
Please find attached our field data and a sketch showing the approximate test locations. If you
have any questions after reviewing this letter, please do not hesitate to contact us at your
convenience.
Sincerely,
RFTS,PLLC
kDa v )id L. utstead Steven D.
Field Operations Manager Senior En
NC Regis
Dt.w:snxidlw
Attachments
Copy: Mr. Phil Tripp, P.E. Tripp Engineering, P.C.
P.E.
No. 17638
,cnwro:eoga,
aa,
aA^� �..........
z •� SEa.I `g
�pJ`e'.Fy �:o°atic

Loe Soil Description
I Topsoil
Gray. fine SAND
White fine SAND
Very Dark Brown fine to
medium SAND, trace of Silt
Dark Brown fine to medium
SAND
Dark Brown fine to medium
SAND
Dark Brown fine to medium
SAND
Table I
Munsell Soil Classifications
Proposed Family Dollar Store
Holden Beach, North Carolina
RFTS Job No. 593-11
Hue
Value
Chroma
Depth
Comments
(in.)
09
7.5YR
6
1
9-23
5Y
8
1
23-28
7.5YR
2.5
2
28-42
7.5YR
3
2
42-61
SHWT
7.5YR
3
3
61-68
H2O@60"
7.5YR
3
4
68-74

Table 2
Guelph Permeameter Test Results
Proposed Family Dollar Store
Holden Beach, North Carolina
RFTS Job No. 593-11
Location
1
Depth (in.)
18
H i (cm)
5
Ri (cm/min)
18.4
Ris (cm/sec)
0.306
H2 (cm)
10
R2 (cm/min)
28.2
Res (cm/sec)
0.47
Kt, (cn>/sec)
9.S5xl0-3
Kr, (in/hr)
13.5
4>m (cm/sec)
0.225
a (crn')
0.042
Definition of Terms
Ri,2 — Established 3 or more constant rate of water level change (cm/min)
Ris,2s — Calculated steady state flow rates (cm/sec)
H1,2 — Maintained Head of H2O (cm)
K& — Calculated field saturated hydraulic conductivity (cm/sec)
N,,, — Matric flux potential (cm/sec)
a — Alpha parameter
Depth — Depth of well hole (in.)
Location — Test location identification number
Note: Diameter of well is 3.0 cm.

Lenend
® APPROXIMATE TEST LOCATION
SHWT ESTIMATE AND INFILTRATION TESTING FIGURE 7
RFIS PROPOSED FAMILY DOLLAR STORE DRAWING NOT TO SCALE RFfS, PLLC
NC HIGHWAY 130 DATE: 6/22/11 1305 3A Carolina Beach Ave N
Carolina Beach, North Carolina 28428
Soils Engineering and HOLDEN BEACH, NORTH CAROLINA SKETCH: DLW orflce:910-470-7450
Testing Services JOB NO. 593-11 REVIEW: SDK

Infiltration Basins
PROJECT NUMBER: SWB
110716
Reviewer:
K. Johnson
DRAINAGE BASIN:
Lumber
Current Date
23-Au -11
Original Run Date:
9-Aug-11
DA Number
BMP Type
Soils Report Data
1
Inns Basin
2
No BMP In
DA
1 3
No BMP In
DA
/
No BMP In
DA
1 5
No BMP In
DA
6
No BMP In
DA
7
No BMP In
DA
8
No BMP In
DA
1 9
No BMP In
DA
1 10
I No BMP In
DA
Bottom of the Infil Basin Elevation Reported, fmsl:
35.5
SHWT Elevation, Reported, fmsl:
33.5
Depth to SHWT calculated from reported, ft:
Depth to SHWT per Soils Report, In:
2.0
42,00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Ground Elevation at Bering in Soils Report, fmsl:
37.0
---
Depth to SHWT per Soils Report, in:
Depth to SHWT Der Soils Report, ft:
42.00
3.501
0.00
0,00
0.01)i
0.01)1
0.001
0.001
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Resulting SHWT per Soils Report, fmsl:
Infiltration Rate, Reported, in/hr:
Infiltration Basin Dimensions and Drawdown
Volume Provided, Calculated, ft:
Bottom Elevation fmsl:
Storage Elevation fmsl:
33.50
13.50
19,605
35.5
39.0
0.00
0
0.0
O.00
0
0.0
0.00
0
0.0
0.00
0
0.01
0.00
0
0.01
0.00
0
0.0
0.00
0
0.0
0.00
0
0.0
0.00
0
0.0
Bottom Surface Area, ft :
4,033
---
Storage Elevation Surface Area, :
7 170
Volume Provided, Re orted, ft :
19,410
Volume Reoulred. Total(Old +New Rule ft':
3,627
Time to Drawdown, Reported, day:
3.2
Time to Drawdown, day:
Design Options p1, 2, & 3:
0.03
Volume Required for Option,
ft :
p
Enter Design Volume Multiplier .
'2.0' for Options 1 or 2 '2.5" for Option 3
Time Drawdown Vol. Reg. for Option at 1/2 rate, hr:
0
Time Drawdown Vol. Re .for 0 lion al 112 rate, day:
0.00
Time Drawdown Vol. Req. for Option al 1/2 rate, day:
Reported
Storage Met at Elevation fmsl:
Top Elevation or Emergency Overflow Elev , fmsl:
Is the TOP Elev. higher than the Storage Met Elev.?
Design Option 94:
Runoff depth for 10 yr 24 hr storm inches
7.08
Time to Drawdown 10 r volume, day:
0.31
RVPWD .1. .nl. Overall:
0.73
Volume of 10 yr. 24 hr storm, ft':
17,121
Volume infiltrated In 24 hours, ft:
Rem ining volume to store, ft":
108,891
-91,770
0
0
0
0
01
0
0
0
0
Is me Vaeme SWPOQ >- MM, Vw. 1,5• or r Behr W I ?
y
Is Volume Provided >= Remain Vol. to Store?
y
T5

General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SINB
110716
Reviewer:
K. Johnson
DRAINAGE BASIN:
Lumber
Current Date
23-Aug-11
Original Run Date:
9-Aug-11
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Infll Basin
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
Receiving Stream
Icww
Stream Index
15-25
Class
Im ervlous Area
: HOW
(>112mi)
Proposed Impervious AL IMPERVIOUS). Total R2,
30,027
0
0
0
0
0
0
0
0
0
Onsite Buildings
8,000
Onsite Streets
0
Onsite Parking
19,023
Onsite Sidewalks
3,004
Onsite Other
p
Future
0
Otfshe
0
Existinp
0
Previously -Permitted Impervious, Old Rule,ft2:
01
0
0
0
0
0
0
0
0
0
Onsite Buildings
Onsite Streets
Onsite Parkin
Onsite Sidewalks
Onsite Other
Future
ORsite
Existing
Pro used Im ervious Subject to 2008/Phll Rule ft2:
Drainage Area
30,027
0
0
0
0
0
0
0
0
0
Drainage Area Previously Permitted, 2.
On ile ft"
39,870
39,870
0
0
01
0
0
0
0
01
0
ORsite W.
0
Drainage Area Not Prev. Permitted (or DA Added), tt2:
Onsite R2.
0
0
0
0
0
0
01
0
0
0
0
O site
0
Drainage Area flust for Excel lfrrhen Statements
Is New DA Being Added? Y or N
39,870
N
0
0
0
0
0
0
0
0
0
Drainage Area, Sublect to Old Rule R2.
0
0
0
0
0
0
0
01
0
0
Drainage Area, Subject to New Rule, R2:
39.870
0
01
0
0
0
0
0
0
0
Drainage Arearpmi, Subject to (New+Old) Rule, R2:
Percent Impervious Overall, per DA:
Volume Required
39,8701
75.31 %
0
#DIV/0!
of
#DIV/011
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/0!
0
#DIV101
0
#DIV/01
Volume Required, Old Rule fl2'
0
RvPm D...l.om.m, Old Rule:
#DIV/01 1
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/O!
#DIV/01
#DIV/01
#0I7101
Desi n Storm Old Rule in:
1.5
Volume Required, New Bule,f 2:
3,627
RvP,. Dm omw, New Rule:
Rvppn Dev.i.pmen„ New Rule:
Design Storm 1.5 in:
Design Storm 1 r24hr in:
0.05
0.73
1.5
3.80
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
0.05
0.05
1.5
Subject to SA? Y or N
N
Volume Requiredl,5. tt:
3,627
0
0
0
0
0
0
0
0
0
Volume Required) .a,. R:
8,558
0
0
0
0
0
0
0
0
0
Volume Re uired Total Old +New Rule tt2:
3,627

I
orv""r"ar
LIMITED LIABILITY COMPANY
ANNUAL REPORT
W�
NAME OF LIMITED LIABILITY COMPANY: Taylor & SWIlivain, L.L.C.
SECRETARY OF STATE L.L.C. ID NUMBER: 0665373
NATURE OF BUSINESS: Real Estate Development
REGISTERI-DAGEN-r: Taylor,RoherfA
R13GIS'1'E121i1)OFFICE MAII,ING ADDRESS: 7290-03 Reach Dr SLV
Ocean Isle Beach, NC 28469
F:-Filed Annual Report
-1-0-5611091
Do not data enter manually.
STAIT OF INCORPORATION: NC
REGISI'ERl1,D OFFICE STREET ADDRESS: 7290-03 Beach Dr SIV
Ocean Isle Beach, NC 28469 Brunswick Comity
PRINCIPAL OI ItICF TL'LEPI IONI: NUMBER: [phone]
PRINCIPAL 01,717IC13 MAILING ADDRESS: 7290-03 Beach Dr SIV
Ocean Isle Beach, NC 28469
PRINCIPAL OFFICE STREE I' ADDRESS: 7290-03 Beach Dr SIP
Ocean Isle Beach, NC 28469
MANA(iF]i S/MIiM13ERS/ORGANIZERS:
Naine: Robert /l 'Taylor
Nanre.-Jfilliam F l aylor Sr.
Thee: Manager
Title::.blember _
Address:
Address:
7290.03 Beach Dr SIV
7290-03 Beach Dr.
Ocean Isle Reach, NC 28469
Ocean Isle Beach NC 28469
CERTIFICATION OF ANNUAL REPORT MUST BF COMPLETED 13Y ALL LIMITED LIAI311.r1'Y COMPANIES
Robert A Taylor
FORM NIUST BE SIGN17D 13Y A MANAGER (EMBER
Robert A Taylor
TYPE OR PRINT NAME
05/03/2011
DATE
Manager
TYPE- OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL'r0: Secretary of State • Corporations Division • Post Office 13ox 29525 • Raleigh, NC 27626-0525

SOSID: 665373
Date Filed: 2/27/2003 3:33:00 PM
Elaine F. Marshall
North Carolina Secretary of State
AA
State of North Carolina
Department of the Secretary of State
Limited Liability Company
Articles of Organization
Pursuant to Section 57C-2-20 of the General Statues of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a limited
liability company.
The name of the limited liability company is Taylor & Sullivan, L.L.C..
2. The latest date on which the limited liability company is to dissolve is
December 31, 2050.
3. The name and address of each person executing these articles of organization
is as follows:
William F. Taylor,Sr., PO Box 6506, Shallotte, NC 28470
4. The street address and county of the initial registered office of the limited
liability company is:
192 Long Branch Ct.
Shallotte
Brunswick County, North Carolina
5. The mailing address of the initial registered office is: PO Box 6506,
Shallotte, NC 28470
6. The name of the initial registered agent is: William F. Taylor, Sr.
7. Check one of the following:
i. Member -managed LLC: all members by virtue of their status as
members shall be managers of this liability company.
r X_ii. Manager -managed LLC: except as provided by N.C.G.S. Section
57C-3-20(a), the members of this limited liability company shall not be
managers by virtue of their status as members.
8. Any other provisions which the limited liability company elects to include are
attached.

This is the 301h day of January, 2003.
�,j-D I „ '-S'
William F. Taylor, Sr.; (Organizer and
Member)
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of said County and State, do hereby certify that
t � �i aM F T (� C personally appeared before me
this day and acknowled�execution of the foregoing instrument. Witness my hand
and official seal or stamp, this 30day of 5a ,,, L, � 2 c.og
C, NonhGrollne
01 Ommewlok e"It
i Expins Ow. W. 2008 Notary Public
My Commission expires:

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