SW6120903_HISTORICAL FILE_20121011

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �li�Sa&,f2
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

DENS FRc
North
Beverly Eaves Perdue
Governor
Mr. Matthew Johnson, PE
Triad Design Group, P.C.
4807-C Koger Blvd
Greensboro, NC 27407
Dear Mr. Johnson:
NCDENR-
Carolina Department of'Environment and
Division of Water Quality
Charles Wakild, PE
Director
October 9, 2012
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6120903
DaVita Red Springs
Hoke County
OCT 1 1 2U12
Dwo
Dee Freeman
Secretary
The Division of Water Quality Central Office received a additional information for the subject project on October
8, 2012. A preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. The project is low density with curb and gutter. Each curb outlet needs to have a swale or vegetated area
that is at least 100 feet. In order to evaluate if this requirement is properly met, please provide drainage
areas to each curb cut.
2. The roof leaders are piped to one area on the south side of the project. Low density projects are encouraged
to maximize sheet flow and disconnect pipes. Please revise the design to disconnect some of the piping and
encourage sheet flow.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to October 19, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. 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.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6120903 File
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigf , North Carolina 27604
Phone: [phone] FAK 919-807-6494'
Internet: www.nmaterquality.org
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NorthCarolina
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North
Beverly Eaves Perdue
Governor
Mr. Matthew Johnson, PE
Triad Design Group, P.C.
4807-C Koger Blvd
Greensboro, NC 27407
Dear Mr. Johnson:
All
DENR-FRC
MC®ENR SEP 19 2012
Carolina Department of Environment and Natural Resources ���
Division of Water Quality
Charles Wakild,'PE Dee Freeman
Director Secretary
September 14, 2012
Subject: Request for Additional Information
Stormwater Project No. SW6120903
DaVita Red Springs
Hoke County
The Division of Water Quality Central Office received a Stormwater Management Permit Application and
additional information for the subject project on September 13, 2012. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stormwater
review:
l . The project is low density with curb and gutter. The design has some swales but each curb outlet needs to
have a swale or vegetated area that is at least 100 feet. Please revise the design and plans.
2. The percent impervious is different on the application compared to the narrative. Please make these values
consistent.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to October 5, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. 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.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: ffayetteville-Regional-Office
SW6120903 File'---'
Gray Hill, RHGC Investments LLC.
Wetlands and Stormwater Branch
1617 tAail Service Ce ter, Raleigh, North Carolina 27699-1617
Location: 512 N. Sali bury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.nmaterquality.org
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Awmall�

NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverfy Eaves Perdue Charles Vllakild, PE
Governor
Mr. Matthew Johnson, PE
Triad Design Group, P.C.
4807-C Koger Blvd
Greensboro, NC 27407
Dear Mr. Johnson:
Director
September 14, 2012
Resources
Subject: Request for Additional Information
Stormwater Project No. SW6120903
DaVita Red Springs
Hoke County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application and
additional information for the subject project on September 13, 2012. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stormwater
review:
1. The project is low density with curb. and gutter. The design has some swales but each curb outlet needs to
have a swale or vegetated area that is at least 100 feet. Please revise the design and plans.
2. The percent impervious is different on the application compared to the narrative. Please make these values
consistent.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to -October 5, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items; including the application fee.
If you need additional time to submit the information. please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. 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.
Please reference the State assigned project number on all correspondence. if you have any questions concerning
this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6120903 File
.Gray Hill, RHGC Investments.LLC.
Wetlands and Stormwater Branch
1617 Nlail Service Ce ter, Raleigh, North Carolina 27699-1617
Location: 512 W Sall bury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Inlernet: www.nmat4quality org
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NorthCarolina
Naturally

Zifi �
RCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Mr. Gray Hill
RHGC Investments LLC.
1350 City View Center
Oviedo, FL 32789
Division of Water Quality
Charles Wakild, PE
Director
October 16, 2012
Subject: Stormwater Permit No. SW6120903
DaVita Red Springs
Low Density with a Curb Outlet Swale System
Hoke County
Dear Mr. Hill:
DVUo
Natural Resources
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Edneyville Community Park on October 10, 2012. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000 and Session Law 2006-246. We are forwarding Permit No. SW6120903, dated October
16, 2012, for the construction, operation and maintenance of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the conditions listed in.this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the procedures
for transfer of the permit, or to renew the permit, 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 upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Brian
Lowther at [phone], or brian,[e-mail].
Sincerely,
for Charles Wakild, PE
cc: FayettevilleRegional Office
SW6120903 File
ec: Matthew Johnson, PE — [e-mail]
Wetlands and Stormwater Branch One 1 1617 Mail Service Center, Raleigh, North Carolina 27899-1617 NorthCarolina
Location 512 N. Salisbury St. Raleigh, North Carolina 27604 1 '/ Ir
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 �%1 atimall1f 1
Internet: www.ncwaterqua4ty.org �/
An Equal Opportunity l Affirmative Action Empioyer

State Stormwater Permit
Permit No. SW6120903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
WITH A CURB OUTLET SWALE SYSTEM
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
RHGC Investments LLC.
- Da Vita Red Springs
1101 S NC211, Red Springs, Hoke County
FOR THE
construction, operation and maintenance of a 24% low density subdivision with a curb
outlet swale system in compliance with the provisions of Session Law 2006-246 and
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications, and other supporting data as
attached and on fie with and approved by the Division of Water Quality and considered
a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
This permit covers the construction of 43,995.6 square feet of built -upon area.
2. The overall tract built -upon area percentage for the project must be maintained
at 21.31 %, per the requirements of Session Law 2006-246 of the stormwater
rules.
3. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
4. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
5. This project proposes a curb outlet system. Each designated curb outlet swale or
1 00'vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5 /a, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
II. SCHEDULE OF COMPLIANCE
Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
Page 1 of 5

State Stormwater Permit
Permit No. SW6120963
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swaies or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowin.9, and re -vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
g. Maintenance of level spreaders and infiltration areas, in accordance with
approved plans and O&M documents.
4. 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 the approved plans, regardless of size.
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 subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
6. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
7. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number 6120903, as issued by the
Division of Water Quality under the stormwater rules.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the.State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area for the project is 43,995.6 square feet. This
allotted amount includes any built-uponlarea constructed within the lot
Page 2of5

State Stormwater Permit
Permit No. SW6120903
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
i. A 30' vegetated buffer must be maintained between all built -upon area
and the Mean High Water line of surface waters.
j. All roof drains shall terminate at least 30' from the Mean High Water mark.
k. Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
8. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
9. No piping shall be allowed.except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
10. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
11. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner.
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.
13. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer.
14. The final plats for the project will be recorded showing all required drainage
easements and common areas, in accordance with the approved plans.
15. The permittee shall submit for approval, final layout and grading plans for any
future development areas shown on the approved plans, prior to construction.
Page 3of5

State Stormwater Permit
Permit No. SW6120903
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re -issuance of.the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name/Ownership Change form, signed by both parties,
must be submitted to the Division of Water Quality accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits, and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Conveyance of common areas to third
parties, such as a homeowner's association, by the permittee, where the
required Name/Ownership Change form has not been submitted to and
approved by the Division, does not constitute transfer of the stormwater permit
and does not relieve the permittee of responsibility for maintaining compliance
with the permit or transferring the permit.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
3. 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 2006-
246, Title 15A of the North Carolina Administrative Code, Subchapter 2H.10001
and North Carolina General Statute 143-215.1 et. al.
4. 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 the Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
6. 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 re -issuance, or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. 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), which have jurisdiction..
10. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Page 4 of 5

State Stormwater Permit
Permit No. SW6120903
Permit issued this the 16th day of October 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-------------------------------
foi• Charles Wakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

%��.
Application Completeness Review
First Submittal ❑ Re -submittal Date Receiv d
Development/Project Name: `
Receiving stream name �., o�e {f _ -S wAA
River Basin: CA- me 1�:.i_r2
Date Reviewed: 13 /zr By Bill Diuguid�
c
Classification: C; S w
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-ll, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strateay.
High Density Projects that require a 401 /404 within an NSW require 85% TSS, 30%TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): Af 1A
Latitude and Longitude:-?* .-5'0 J) A) f 7Y IZ 10 V Jurisdiction Rkr d S.o c,L -I. /I 0><4 Ceuiv ,
Project Address: Z /I Xcp_ ' oe
Engineer name and firm: Zn.4 o -LA.Ly odi
Phone: 3 3G - z-r S - S 2 B z Email:
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or ❑ No
❑ Low Density (no curb and gutter) ErLow Density with curb and gutter outlets ❑ High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
ir BUA 7-1. 31 Z
Check for $505.00 included
nginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.ne.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ For subdivided ,DLOjects, a signed and notarized deed restriction statement
A/p ❑ ealed, i ne $'dated calculations
r Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ W� t Detention Basin
C�YCow Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
;&� Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
1 Narrative Description of stormwater management provided
W o Soils report provided S d t41 P­ s *s o-1a •( oAj S t.F.< P.
(,�
N o Wetlands delineated Qr a ote on the plans or in the accompany g ocuments that none exist on site and/or
adjacent property &fJArrd- 15vJ'k N -fa vt+o.
�9etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
ram/ Dimensions & slopes provided
❑ ,,Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
Y BMP operation and maintenance a feements provided
❑ Application complete Q Application Incomplete Returned: (Date)
May 5, 2011 Revision, Bill Diuguid

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r��ln �� LIMITED LIABILITY COMPANY ANNUAL REPORT
4��k
NAME OF LIMITED LIABILITY COMPANY: RHGC Lumbee River LLC
SECRETARY OF STATE ID NUMBER: 1264369 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2012
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Robert 1 . Langdon
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
223 Highway 70, Suite 100
Garner, NC 27529 Wake
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS:
2. PRINCIPAL OFFICE PHONE NUMBER:
Firing Office Use only
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
223 Highway 70, Suite 100
Garner, NC 27529
3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
SECTION C: MANAGERSIMEMBERSIORGANIZERS (Enter additional Managers/Members/Organizers in Section E.)
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
SIGNATURE
Form must he Signed by a Managerfliber listed under Section C of this form.
Print or Type Name of ManagerlMember
SUBMIT THtS.ANNUAL.REPORT WITH THE -REQUIRED FlLI_NG FEE OF $200
MAIL TO; Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525
DATE

j
SECTION E: ADDITIONAL MANAGERSIMEMBERSIORGANIZERS (Flit the + button to add additional ManagerslMemberslOrganizers)
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME:
TITLE:
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5ERVICE =•-
rG
1 (tC �' 't / .- .' �6! i © nl'• % 1 4 //, GC' r r' --- OCTMEA 3. 2
- 111)� -�� l - 'if: .— Uy'`'•_ / - 1 ,ll , lr' (b� _ ., - nm.®.sa u � �
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k? -cS,GGrv, rL1.Nc 31_C ----•---- .. ,.... ---.,— L � o g
� D1S10�-'� , / rr � 1 � `. � r/j ?��. • ` /' �'•4' 11 - - --- �.,a.�.. — — S� � � o
�bbl TO, I:JLT •,1''l eIP -LIP LINED _ _` a...... 1 � 4 •o
U
l50 INV. 98b»- . 0 If �cco" �: r. / t - �.`�,t` PE f�Ei ,. —s - U
LEADERS "J'l 1 n_ 9bb �_.. 'I S \ \', —INV. IN 91,: IK z
05l.• TTP. GO - E _} 1�" y ; ' ' + ..11��" a
_ 90 LP i9<3J ELLIPT^C:•LP
DQIVE;I:TY FIFE s ,.bzS
P POSED r ,o .—� /� QP_ 15—C-�Lau
,4b6BU DING K3)' -ii+ +�) 1 `i.' _ _ ' ' — _ ";;TER .a o ,v
i'lm+, ,,fONMETER -- L) -6
(t� T,31 SF S�Tmm'`m� ), itt —�� a 6 N� GUT
FFE' 1 .fib , _40,2�1 �,gT�`� % 1 5 4c, __..- — coEo
X 9ffi- •,ell' LI (7q,3
/ 9k ';O`' be TO'
sTQ Nod
SW' LE Na. 3. f p I
SEE DET. 4:,-1
(TOO)• �' LIt
ATOIN U"-- .�,5}3. i rt-'` 1 ', 1•' 1 ��.` -,-_ ..� ,v u. ..�
ru V�" ;1 /i:= _ \cl r e... e.en•r,
,FjY 7 `(991__' a �� __-/�'•'"- ..1� BiDiPERIw7 SET
SLEEVE. Tr 5 la a. W 2
CL
% E f u. 1
RIP RAP CUTLET .5DA TO t , '/ � C, �
Q SWALE No. 1 PROTECTION.
E/TEND INTO 5W4LE
1D 14D -ROWD PIPE
: - .R•",.: 5u0l:.v =GR NC :II 15 A55:'
lG1: G-•ES,PC PC_E51. --E RC.J 5`N :rl,-, 715T.¢fGT
-Ff '15 \O •c G.. .]" 3�aGe^'.;:rC1 OR aaW I1 IT, 15
_r. =1R 12 �.'., `- _'!�� -T -'t --'_LC(:-9 ^G <
T..E- a-5 5 G-'y C:'\';. i-e 5 'O_... •t... t O.Ph waea ut
efG•-T GE _S�' S_.^_ ' :._ECN'=_^Q.N_ :II 5..."S.L7 @= GC�\=� c"<'O E_FC —: 5 �: 4 _ _ �' i1t` � a.h ♦u�

174- _fU XA' J _f0 A)
Application Completeness Review
a/ First Submittal ❑ Re -submittal Date Receiv d: 1' Z-- Date Reviewed: By Bill Diuguid
Development/Project Name:
Receiving stream name It &f� E _-s ,, ,&m p Classification: _ e. f w
fiver Basin: Gl,-
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-il, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
Nigh Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): ^ I11A
Latitude and Longitude:3* �6'0 1 711 A .10 V _ Jurisdiction g_d 5;M,L, P Couu�,
Project Address: O Zt S' rz
Engineer name and firm: Imo aJ ZaA.Lr o E
Phone: 3 36 - Zr 8- S z 8 z Email: r ,- - aftx I
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or ❑ No
❑ Low Density (no curb and gutter) 01ow Density with curb and gutter outlets ❑ High Density ❑ Other
1 ❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
E2" BUA Z/. !
ZCheck'br
$505.00 included
ngmal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary,state.nc.usleorporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ For subdivided,pLojects, a signed and notarized deed restriction statement
AID ❑ ealedi ne , dated calculations
e Correct supplement and 0&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑
Z W� t Detention Basin
C Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
v/Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
t� Narrative Description of stormwater management provided
N o Soils report provided S of 1 41 s­ s N c i#e d uN s eft � ��
m ND Wetlands delineated pr a ote on the plans or in the accompanyi g ocuents that none exist on site and/or
adjacent property A f t,tuA 5 V t N.p K� a c,,14- -f,s
etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided
❑ drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
� BMP operation and maintenance� reements provided
❑ Application complete 19"Application Incomplete Returned: (Date)
May 5, 2011 Revision, Bill Diuguid

4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
triad -de signg roue. co m
TRANSMITTAL LETTER
Date: October 4, 2012
To:
Mr. Brian Lowehcr 919.807.6378
Environmental Engineer
North Carolina Department of Environment and Natural Resources
512 N. Salisbury Street
Raleigh NC 27604
Project: DaVita red Springs Project No.: 12-024/D
Red Springs, NC
We Transmit: For Your:
( x) herewith ( ) approval
( ) under separate cover ( ) review & comment
(x)use
"The Following:
Copies Date Description
2 Revised Site Plans
I Comment Responce Letter
Remarks: Brian,
Attached you will find 2 sets of revised site plans for the Proposed Davita
project in Hoke County/Red Springs for review and approval..
Please contact me ifyou have any questions or need any additional
information.
Copies: File
Sincerely,
By: _/Llatt.�olsmdaa
Matthew W, J ohnson, P.F.
Civil Engineer
PA20124DaVita -Red Springs, NC 12-026- AdminCl'ransmipaN 10-04. 12 Pl.ms to NCDF.NR Stonnw;ncr.wpd

4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
triad -de s ig ng rou p. co nn
COMMENT RESPONSE LETTER
Project: DaVita Red Springs
Red Springs, NC
Comments From: DWQ
Raleigh Office
The following items were addressed:
Comments-
Date: October 3, 2012
Project No.: 12-024
Comment Date: September 20, 2012
S W6120903
- Comment -The project is low density with curb and gutter. The design has some
swales but each curb outlet needs to have a swale or vegetated area that is at least 100
feet. Please revise the design and plans.
Response - Site has been re -graded to move all curb outlets a minimum of 100 feet
From the property lines.
2- Comment- the percent impervious is different on the application compared to the
narrative. Please make these values consistent..
Response - Narrative has been fixed to match the application and actual site
conditions.
Submitted By: �llu.(tY�Ula,ti
Matthew W. Johnson, P.E.
Civil Engineer
P,120120n Vita - Red Springs, NC 12-0245-CiviWommew Responce to UWQ, wpd

4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
triad-designgroup.com
TRANSMITTAL LETTER
"� 1/11 -IV
Date: September 10, 2012 Iq ,
To: Mr. Bradley Bennett 919.807.6378
North Carolina Department of Environment and Natural Resources
512 N. Salisbury Street
Raleigh NC 27604
Project: DaVita red Springs Project No.: 12-0241D
Red Springs, NC
We Transmit: For Your:
( x } herewith ( } approval
( ) under separate cover ( ) review & comment
(x)use
The Following:
Copies Date Description
2 Site Plans
1 Stormwater Permit Application Package
1 Review Fee for $505.00
Remarks: Bradley,
Attached you will find 2 sets of site plans for the Proposed Davita project in
Hoke County/Red Springs for review and approval..
Please contact me if you have any questions or need any additional
information.
Copies: File
Sincerely,
By: _Ma&;'6AwAa#s
Matthew W, Johnson, P.E.
Civil Engineer
P.Q012%DaVita - Red Springs, NC 12-024V- AdminCrrnnsmivaP67-10- t 2 Mans to NO)E:NR Stvannwater.wpd

NARRIT1VE
THE PROP05ED PROJECT 15 LOCATED AT THE f HY5ICAL ADDRE55 OF 11016 RED SPRING ROAD
ON THE HOKE COUNTY AND ROBESON COUNTY LINE. THE MAJORITY OF THE SITE FALL5 WITHIN
HOKE COUNTY WITH A SMALL f OPTION IN THE SOUTH EAST CORNER OF THE 51TE FALLING
WITHIN RO13E5ON COUNTY. THE 51TE WILL PE WITHIN THE HOME COUNTYZONING JURISDICTION
WITH.WATER AND SEWER BEING SUPPLIED PY THE TOWN OF RED 5FRING5. THE 51TE FALLS
WITgi APE FEAR RIVER BASIN WITH LITTLE RAFT SWAMP GREEK (STREAM INDEX 14-10-5,
STREAM CLA55 C, 5w) BEING THE RECEIVING STREAM OF THE SITE RUNOFF.
THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF A 7,516 5F MEDICAL FA01-ITY ALONG
WITH ASSOCIATED DRIVES AND PARKING REQUIRED FORTHE FROFO5ED BUILDING. A f ATIENT
DROP OFF AREA WITH COVERED CANOPY I5 BEING FKOFOSED ALONG WITH A TRACTOR TRAILER
DELIVERY AREA WITHIN THE BACK PORTION OF THE BUILDING. THE PROF 05ED FKOJECT WILL
PRODUCE APPROXIMATELY 1,01 AC OF BUILT UPON AREA 0 21.39° OF THE TOTAL 51TE AREA.'P'
BEING THAT THE TOTAL FKOF05ED BUILT UPON AREA 15 LE55 THAN 24% OF THE TOTAL 51TE
AREA, THE 51TE QUALIFIES FOR THE LOW DENSITY OPTION FOR 5TORMWATE1?, CONTROL. THE�o,,
PARKING AND DRIVE AREAS WILL CONSIST OF CUKP AND GUTTER TO CONTROL THE RUNOFF�w,�
AND WILL EXIT INTO CONSTRUCTED VEGETATED 5WALE5 AT THE MAXIMUM EXTENT P055IDLE
THROUGH CONCRETE FLUMES. ENERGY D1551PATEK5 HAVE PEEN SIZED ATTHE EXiTOF EACH
FLUME TO DI551FATE ENERGY AND THE VELOCITY OF THE RUNOFF TO NON ER051VE RATES.
DUE TO SITE GRADES A 5ANITAKY SEWER PUMP STATION IS DEING FKOP05ED TO DISCHARGE
THE DOMESTIC WASTE PRODUCED BY THE FACILITY TO THE RED 5FRING5 PUMP STATION
LOCATED ON INDUSTRIAL ROAD LOCATED IN R013E50N COUNTY. WATER AND SEWER
EXTENSIONS ARE DEING f FOP05ED AS PARTOF TH15 FROJECTTHATWILL RUN WITIN THE ROW
OF THE NCDOT FROM THE 51TE TO THE EX15TING RED SPRINGS UTILITIES LOCATED AT THE
PREVIOUSLY MENTIONED RED 5FRING5 PUMP STATION.
CONSTRUCTION OF THE BUILDING AND A550CIATED DRIVES AND UTILITY EXTENSIONS WILL
Di5TURD APPROXIMATELY 1.87 ACRES DURING CONSTRUCTION. TEMPORARY SILT FENCE,
DIVERSION 13ERM5, ROCK CHECK DAMS, AND PIPE INLET PROTECTION DEVICES ARE BEING
PROPOSED TO SATISFY THE 5TATE NCDENK EROSION AND SEDIMENTATION CONTROL
REQUIREMENT5. EROSION CONTROL FEKMIT5 HAVE BEEN AFFLIED FOR AND WILL BE IN PLACE
FKIOR TO STARTING CONSTRUCTION.

i
L
Book 1727 Page 878
BKO0858 PG,0402
Ceraocats of AppvM for Record& FILED
t hereby oortlly that 9W o COO tlon� the 4J HOKE COUNTY
he+eon has been fatXtd 14 cornpfy 1
subdNislon fieputasom of itte County of ONNIE DUDLEY
Hove, Noah carorite, end cruet thin h= REGISTER OF DEEDS
bean approved for fvcordng to the Gruce
d atr B Sat of da of Koko Canny
FILED Jun 01, 2009
AT 01:41:57 pm
BOOK d0858
tsdccCoaary I
NORTH CASOUNA
E.I'; „ START PAGE 0402
END PAGE 0404
Preparat by: Gates Huris, POB 128, Red SpDIRs, NC 28377 INSTRUMENT # 03906
Fxcitc Tax: t 11C2,00 / Pin: Portion of 2 cI 3 ,f'Roo0ior3
DmfipUon for Index;
NORTH CAROLINA GENERAL WARRANTY DEED
This DF.Ft) made this 2 1 " day of April, 2009, by and between Grantor and Grantce:
2009006112
Grantor:
TY 7Am s Coxk HAyrr and wife, BET]OYCt3 HASTY
tee tmauou co, eC Va 520,00
go Tma (usiaTiol
Grantee:
RILxl L LOCI UR
do n= w o.0
COUNTRY LANE, LLC
O� C¢79T1 wxttrr
a North Carolina Limited Liability Company
BK:D 1727
PG:67S-880
W ITNESSETH:
That said Grwtar for valuable considerations to it in hand paid, the receipt of which is
hereby acknowledged, have bargained and sold and by these presents do bargain, sell, and
convey unto the Grantee that certain tract or parcel of land lying and being in the AAtiy,:h
Township, UQkp, County, North Carolina, and being more particularly described as
follows:
See Schedule A attached
FOR RECOMM�
TAX fUmVtift

Book 1727 Pago 87B
BK:00858 PG:0403
The property bereinabove described was acquired by Grantor by mead recorded in
Book 505 , Page 551 , Hoke County Registry,
To HAVE AND TO HOLD said lands and all privileges and appurtenances therettato
belonging unto the Grantee and their heirs and assigns in fee simple forever.
And the Grantor covenants with the Grantee, that the Grantor is seized of the pretnises
in fee simple, have the right to convey the same in fee simple, that title in marketable and free
and clear of all encumbrances, and that the Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
Its T&srrwo Y WHEREOF, the Grantor has hereunto set hlAer hand and seal, as of the
day and year first above written.
JAMES CORE HASI Y IV
(SEAL)
fiETTY
STATE OF NORTH CAROLINA
COUNTY Or' RouEsON
I, Sharon M. Leggett, a Notary Public, certify that JAMES CoxE HASTY AND Bt;m
JOYCE HASTY personally appeared before me this day and acknowledged the execution of the
foregoing Deed.
Witness my hand and Notarial Seal this the 18`" day May, 2009.
NOTARY PUBLIC
QN M- 4'1
My cornrWssion expires,. 10/0412013. r' Or
"�OTW ,
A g G
{4 +�. is 00

Book 1721 Paga 880
BK 00858 PG:0404
Schedule A
Lying and being In Antioch Township, Hoke County, North Carolina and being a
5.0 acre tract of land owned by James Coxe Hasty and wife Betty Joyce Hasty and
recorded in Deed Book 505 at Page 551, Robeson County Registry, and bounded on the
cast by NC Highway 211, on the North by'Johnson Chapel First Freewill Baptist Church,
(Deed Book 876, Page 568, Robeson County Registry and Deed Book 340, Page 233
Hoke County Registry), on the West by Watson Investment Company (Second Tract,
Deed Book 230, Page 407, Hoke County Registry, Deed Book 542, Page 629 Robeson
County Registry), on the south by the tract of which this is a part, and runs:
BEGINNING at an existing mag nail, said mag nail being the north corner of that
tract of land that was conveyed to Jame Coxe nasty and wife Betty Joyce Hasty by deed
recorded in Book 505, Page 551, Robeson County Registry, also said beginning corner
being the southeast corner of Johnson Chapel First Freewill Baptist Church (Deed Book
340, Page 233, Hoke County Registry), also said mag nail being located North 20
degrees 18 minutes 45 seconds West 570.22 feet from an existing pk nail found where the
centerline of NC 211 intersects the centerline of SR 1906, also said mag nail being
located South 20 degrees 18 minutes 45 seconds East 148,83 feet from an iron gear,
Johnson Chapel northwest corner, also said mag nail being located South 20 degrees 56
minutes 53 seconds Earl 2,504,31 feet and South 20 degrees 18 minutes 45 seconds East
148.83 feet from NC Grid Monument "MAE", also said Mag nail being the beginning
corner of the original tract of which This is a part, and runs:
"THENCE South 20 degrees 18 minutes 45 seconds East for a distance of 260.00
feet, with the centerline of NC Highway 211 to a new mag nail set;
THENCE South 73 degrees 10 minutes 31 seconds West for a distance of 906.03
feet, a new line to a new iron rod set in the south boundary line and in the north boundary
line of Watson Investment Company north line of 2.92 acre tract;
TIIENct North 03 degrees 02 minutes 50 seconds East for a distance of 270.00
feet, with the south line of the original tract of which this is a part and with the north line
of that 2.92 acre tract owned by Watson Investment Company to an existing iron
stake, Hasty's northwest comm
THENCE North 72 degrees 46 minutes 25 seconds East for a distance of 748.34
feet, with the west line of the original tract that was conveyed to James Coxe Hasty by
Garnett Brooks by deed recorded in Book 505, Page 551, to an existing iron found in the
west right of way line of NC Highway 211;
THENCE North 72 degrees 46 minutes 25 seconds East for a distance of 50.11 feet,
with the north line to the point of 136atNNtNc. Together with and subject to covenants,
easements, and restrictions of record.
Said property contains 5.0 acres more or less.
This description .was drawn from an actual field survey using North referenced to
Deed Book 505, Page 551, Robeson County Registry.

Stormwater Calculations
DAVITA - RED SPRINGS
Stormwater Calculations
RED SPRINGS, NORTH CAROLINA
�1����rrrrnrr►►rr�r
L .....AC)
I iad
LA
g SEAL ;
_ 1580.9 =Des �n
hfoup
Ott .'' ,,
4 +•
�kr � rttaN K*t����� •
AUGUST 24, 2012

Proj.: Proj Name 1 No. 97-052-000
Swale #1
Permanent Swale Design
010=
1.96 cfs
design
z=
5
Slope Calculations
assume
n=
0.02
B=
0 ft
Contour Interval =
1
slope=
0.0164 ft/ft
d=
1 ft
Length Between Contours = 61
Vp=
5.5 ft/sec
V=
2.39 ft/sec
Slope (Rise/Run) =
0.0164
Vp
A
R z
d
B
n Capacity
V max VR
Channel
fps
sq.ft
ft
ft
constar
cfs
fps
Width
2.00
0.65
0.18
5
0.36
0
0.0200
1.93
2.98 0.53
3.6 (earth)
5.50
1.51
0.27
5
0.55
0
0.0350
3.43
2.27 0.61
5.5 (curve D)
5.50
2.52
0.35
5.
0.71
0
0.0700
3.39
1.34 0,47
7.1
5.50
1.98
0.31
5
0.63
0
0.0880
1.96
0.99 0.30
6.3
5.50
6.05
0.54
5
1.1
0
0.2300
3.32
0.55 0.30
11.0 (curve C)
Temporary Swale Design
Q2=
1.51
cfs
<.5
>.5
liner:
EXCELSIOR
design
n=
0.035
0.035
check shear T:
yds=
0.51 psf
slope=
0.0164
fUft
T max=
1.55 psf
d=
0.5
ft
V (theor)
A
R
z
d
B
Q
V (actual)
fps
sq.ft
ft
ft
cfs
fps
7.55
0.20
0.10
5
0.2
0
0.23
1.15
3.36
0.45
0.15
5
0.3
0
0.68
1.51
1.89
0.80
0.20
5
0.4
0
1.46
1.83
1.21
1.25
0.25
5
0.5
0
2.66
2.13
0.84
1.80
0.29
5
0.6
0
4.32
2.40
1.80
0.84
0.20
5
0.41
0
1.56
1.86
PA20120aVita - Red Springs, NC 12-0241- Civillswale Nola.gpw - 09/10112

Proj.: Proj Name ! No. 97-052-000
Swale #2
Permanent Swale Design
Q10= 3.43 cfs
design z= 5
assume n= 0.02 B= 2 ft
slope= 0.0141 fUft d= 1 ft
Vp= 5.5 ft/sec V= 2.39 ft/sec
Slope Calculations
Contour Interval = 1
Length Between Contours = 71
Slope (Rise/Run) = 0.0141
Vp
A
R
z
d
B
n
Capacity
V max
VR
Channel
fps
sq.ft
ft
ft
(constar,
cfs
fps
Width
2.00
1.10
0.21
5
0.31
2
0.0200
3.45
3.14
0.67
5.1 (earth)
5.50
3.00
0.37
5
0.6.
2
0.0900
3.03
1.01
0.37
8.0 (curve D)
5.50
3.85
0.42
5
0.7.
2
0.0880
4.34
1.13
0.47
9.0
5.50
3.41
0.40
5
0.65
2
0.0950
3.41
1.00
0.40
8.5
5.50
7.00
0.57
5
1
2
0.2500
3.41
0.49
0.28
12.0 (curve C)
Temporary Swale Design
Q2=
2.63
cfs
<.5 >.5
liner:
EXCELSIOR
design
n=
0.035 0.035
check shear T: yds=
0.38 psf
slope=
0.0141 ft/ft
T max=
1.55 psf
d=
0.43 ft
V (theor)
A
R z
d B Q
V (actual)
fps
sq.ft
ft ft cfs
fps
1.64
1.60
0.26
5
0.4
2
3.31
2.07
2.50
1.05
0.21
5
0.3.
2
1.85
1.76
1.77
1.48
0.25
5
0.38
2
2.98
2.01
1.38
1.91
0.29
5
0.45
2
4.22
2.21
1.42
1.85
0.28
5
0.44
2
4.03
2.18
1.47
1.78
0.28
5
0.43
2
3.84
2.15
P.120120aVita -Red Springs, NC 12-0241- Civftwale No2a.gpw - 09/10112

Proj.: Proj Name I No. 97-052-000
Swale #3
Permanent Swale Design
Q10=
3.82 cfs
design
z=
5
Slope Calculations
assume
n=
0.02
B=
10 ft
Contour Interval =
1
slope=
0.0067 ft/ft
d=
1 ft
Length Between Contours =
150
Vp=
5.5 ft/sec
V=
2.39 ft/sec
Slope (Rise/Run) =
0,0067
Vp
A
R z
d
B
n Capacity
V max VR
Channel
fps
sq.ft
ft
ft
constan
cfs
fps
Width
2.00
2.08
0.17
5 0.19
10
0.0200
3.93
1.89 0.33
11.9
(earth)
5.50
7.80
0.48
5 0.6
10
0.1500
3.89
0.50 0.24
16.0
(curve D)
5.50
6.70
0.44
5 0.53
10
0.1200
3.89
0.58 0.25
15.3
5-50
7.01
0.45
5 0.55
10
01300
3.84
0.55 0.25
15.5
5.50
11.02
0.61
5 0.79
10
0.2500
3.85
0.35 0.21
17.9
(curve C)
Temporary Swale Design
Q2=
2.93 cfs
<.5 5
liner:
EXCELSIOR
design
n=
0.066 0.035
check shear T:
yds=
0.13 psf
slope=
0.0067 fUft
T max=
1.55 psf
d=
0.32 ft
V (theor)
A
R z
d
B
Q
V (actual)
fps
sq.ft
ft
ft
cfs
fps
0.85
3.45
0.26
5
0.3
10
2.61
0.76
0.79
3.71
0.28
5
0.32
10
2.92
0.79
1.04
2.81
0.22
5
0.25
10
1.90
0.68
1.09
2.69
0,22
5
0.24
10
1.77
0.66
0.61
4.80
0.34
5
0.4
10
4.30
0.90
ERR
0.00
0.00
5
10
0.00
ERR
PA20120aVita - Red Springs, NC 12-0241- Civinswale No3.gpw - 09110112