SW7951201_HISTORICAL FILE_20080808

wa:
Q�„W ATFi9 Michael F.Easley,Governor -
.y William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
O ,:.e e C Coleen H.Sullins,Director
Division of Water Quality
August 8, 2008
Mr. Raymond G. Tiedje, Managing Partner
Equity Housing Fund IX Partnership
7373 E. Doubletree Ranch Road
Suite 225
Scottsdale, Arizona 85258
Subject: Stormwater Permit No. SW7951201 Renewal
Hunters Landing Apartments
High Density Project
Craven County
Dear Mr. Tiedje:
The Washington Regional Office received a Stormwater Management Renewal Permit Application for the Hunters
Landing Apartments on April 17, 2008. We are forwarding Permit No. SW7951201 dated August 8, 2008 to Equity
Housing Fund IX Partnership for a wet detention pond to serve the Hunters Landing Apartments located on Race
Track Road in New Bern, NC.
This permit shall be effective from the date of issuance until August 8, 2018, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to condition II. 6. of the permit which
requires that modifications be made to the project that will bring the project into compliance with the
original approved plans and also requires that an engineers certification be submitted on or before
November 1, 2008. This condition further requires that in the event that these modifications cannot be
physically made, a permit modification must be submitted on or before November 1, 2008 along with
plans and specifications that propose modifications that will comply with the Stormwater rules. Failure to
comply with this condition will result in this office initiating an enforcenment action. Also please pay 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 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Roger Thorpe, or
me at(252) 946-6481.
incerely,
Regional Supervisor
Surface Water Protection Section
cc: Thomas Engineering, P.A.
--LAaslungton-RegionaLaffice --
_— Central-Eil-es—
Korth Carolina Division of Water Quality Internet: w .ncwaterouality ore One
943 Washington Square Mall Phone[phone] NorthCarolina
Washington,NC 27889 Fax [phone] N"h ully
An Equal OpportunitylAffrmative Action Employer—50%Recycled110%Post Consumer Paper FL` { "

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Equity Housing Fund IX Partnership
Hunters Landing Apartments
Craven County
FOR THE
construction, operation and maintenance of a stormwater wet detention pond system in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwaterrules') 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 8, 2018, and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. 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 1.6 of this permit. The stormwater control has been designed to handle the runoff from 93,951
square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in Section 1.6 of this permit, and per
approved plans. The built-upon area for the future development is limited to 93,951 square feet.
4. 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,
n accordance with the approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.

6. The following design criteria have been provided in the stormwater wetlands system and must be
maintained at design condition:
a. Drainage Area, ft2: 204,460
b. Total Impervious Surfaces, ft2: 93,951
C. Design Storm, inches: 1.0
d. Permanent Pool Elevation, FMSL: 15.4
e. Permanent Pool Surface Area, ft2: 5,588
f. Permitted Storage Volume, ft3: 10,150
g. Temporary Storage Elevation, FMSL: 17.0
h. Controlling Orifice: 1.5 "0 pipe
i. Pond Depth, ft.: 6.0
j. Receiving Stream: UT to Neuse River
k. Classification of Water Body: "C - NSW"
II. 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. Mowing 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 outlet structure, orifice device, flow spreader, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
5. The facfifies shall be cons rt u ed as sfiown on the approved p�ans.7his 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.

6. On or before November 1, 2008 submit a designer's certification that modifications have been made to
the development and/or the stormwater collection and treatment system such that the development is in
compliance with the original approved plans, which were approved February 2, 1996. In the event that
these modifications cannot be physically made, a permit modification must be submitted on or before
November 1, 2008 along with plans and specifications that propose modifications that will comply with the
Stormwater rules.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
9. 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 subdivision, acquisition, lease or sale of 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.
10. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the
approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times.
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.
Ill. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the event of a
change of ownership, or a name change, the permittee must submit a formal permit transfer request to
the Division of Water Quality, accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate. 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 such time as the Division approves the transfer request.
2. 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.
3. 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
- - federalj-having jurisdiction,
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 this Division,
such as the construction of additional or replacement stormwater management systems.

5. 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.
6. 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control 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 permittee shall notify the Division any name, ownership or mailing address changes within 30 days.
10. This permit shall be effective from the date of issuance until August 8, 2018. Application for permit
renewal shall be submitted 180 days prior to the expiration date of this permit and must be accompanied
by the processing fee.
Permit issued this the 8 th day of August 2008.
ANTH CAR LINA ENVIRONMENTAL MANAGEMENT COMMISSION
v for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7951201

Hunters Landing Apartments
Stormwater Permit No. SW7951201
Craven Countv
Designer's Certification
I, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time)the construction of the project,
(Project)
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:
SEAL
Signature
Registration Number
Date

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 outlet/bypass structure elevations are per the approved plan.
_6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/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. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.

RE: Hunter's Landing Permit No. SW7951201
f
Subject: RE: Hunter's Landing Permit No. SW7951201
From: "John G. Thomas, Sr." <[e-mail]> + Lo d
Date: Mon, 28 Jul 2008 09:23:29 -0400
To: "Roger Thorpe" <[e-mail]>
CC: "Janie Figuroa" <[e-mail]>, "'Raymond G. Tiedje"' 101
<[e-mail]>, "Alton Hodge" <[e-mail]>
Roger,
In accordance with your most recent letter regarding the referenced project as to a time table to correct the storm
water permit deficiencies,we expect the work to be completed not later than November 1, 2008. This will
provide the time necessary to prepare contracts and retain a contractor to complete the work. Please continue to
hold the renewal application until this matter is resolved.
If you have any questions or comments,please do not hesitate to call.
Later,
,7ohn
John G. Thomas, PE
Thomas Engineering, PA
309 Metcalf Street
P. O. Box 1309
New Bern, NC 28563
252-637-2727 (office)
252-636-2448 (fax)
252-671-5855 (cell)
lohnthomasCDthomaseng ineeringpa.com
www.thomasengineeringpa.com
From: John G. Thomas, Sr. [mailto:[e-mail]
Sent: Tuesday, June 24, 2008 11:57 AM
To: Alton Hodge ([e-mail])
Cc: Roger Thorpe ([e-mail]); Janie Figuroa ([e-mail]); 'Raymond G. Tiedje'
Subject: Hunter's Landing Permit No. SW7951201
Al,
Concerning the referenced project,the permit renewal application was submitted to your office on or about April
17,2008 less the Engineer's Certification,which was promised to you not later than June 17, 2008 to complete
the renewal process. On June 17,2008,per our phone conversation,you extended that date to June 24, 2008.
Based on our field investigation we have determined that the project as was originally constructed and as is this
date does not comply with the Stormwater Permit as issued. Therefore,we will not be able to certify the project
until these issues are resolved and/or corrected. The major issue that needs to be resolved is that a significant area
of the project does not drain to the storm water pond as required in the Stormwater Permit. I am requesting a
meeting with you or Roger in order to work out a resolution that we can work to that will be satisfactory to ya'll
to bring this project into compliance. It may be that we can submit a request to modify the permit to the current
conditions of the site with some corrections being made. Maintenance has been completed on the storm water
pond.
I look forward to hearing from you on this matter. If you have any questions or comments, please do not hesitate
to call. I hope you are doing well.
1 of 2 7/28/2008 2:37 PM

5 SW4('K �1A7�t99
y t J ofWAT£R Michael F. Easley, Governor
'G William G. Ross,Jr., Secretary North Carolina Department of Environment and Natural Resources
� i✓w� '1
Alan W. Klimek, P.E.Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
PERMIT INFORMATION:
1. Stormwater Management Permit Number: SW7951201
2. Permit Holder's name: Equity Housing Fund IX Partnership APR 1 % 2008
3. Property Owners Name: Equity Housing Fund IX Partnership �� 5f1�a4
(if different from permit holder)
4. Signing official's name: Raymond G. Tiedje Title: Managing Partner
(person legally responsible for permit)
5. Mailing address: 7373 E. Doubletree Ranch Road, Suite 225 City: Scottsdale
6. State: Arizona Zip Code: 85258 Phone: [phone]
7. Project Name: Hunters Landing Apartments (Area Code and Number)
a. Location of Project: (street address) Racetrack Road, New Bern, NC
9. Directions to Project (from nearest major intersection) Travel south along Racetrack Road from
the intersection of Racetrack Road and Neuse Blvd., after crossing the railroad
tracks, travel approximnately 300 yards, turn left into Hunters Landing.
10. Specify the type of stormwater treatment (wet pond,infiltration,etc.):Wet Detention Pond
11. List any changes(from project that was originally approved,attach additional pages if needed)None
Applicant's Certification:
I, Raymond G. Tiedje, certify thaat�the information included on this permit renewal application, is to
the best of my knowled c Ifect nd complete.
Signature: 4FZ Date: April 16, 2008
Submit this completed form along with an application fee of $505.00, a new signed Operation
and Maintenance Agreement and a copy of the designer's certification to the address listed
below.
North Carolina Division of Water Quality 943 Washington Square Mail Phone[phone] Customer Service 1 877-623-6748
Washington Regional Office Washington,NC 27889 FAX [phone] Internet ()rro
NortliCarolina
An Equal OpportunWAffamative Action Employer-50%Regded110%Post Consumer Paper Naturalk

Hunters Landing Centura Bank 2451
New Bern,NC 28560
Rental Trust Account -
P.O. Box 12553 -
New Bern,NC 28561 66-85/531
**** FIVE' HUNDJRED -FIVE AND 00/100 DOLLARS
TO THE 04/08/08 $505 . 00*****
ORDER OF
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
t
000245IV 1:05311008501:0 39000 5 30BO
DATE:04/08/08 CKN:2451 TOTAL:$505.0V-*-- BANK:huntrt - Hunters Landing Rental. Trust.
PAYEE:NC Division of Water Qualitylncdivl
Property Account Invoice Description Amount
hunt 4004 Hunters Landing Apartments - renewal of Co 505.00
505.00
APR{{ 17 ,2008

Thomas Engineering, P.A.
Civil Engineering-Land Development .Project Management
April 17,2008 R C U v e,_T
Hand Delivered
APR 17 2008
To: North Carolina Division of Water Quality
943 Washington Square Mall DVQHQ
Washington,NC 27889 Yp Y
Attn: Al Hodge
Regional Supervisor
Re: Permit Renewal
Stormwater Permit No. SW7951201
Hunter's Landing Apartments
New Bern,NC
Dear Al,
Attached is the Stormwater Permit Renewal application for the referenced facility along with the permit
application fee in the amount of$505.00(check#2451).Per our most recent emails,we will forward the
Engineer's Certifications once the wet ance work is completed.As stated in my email,we
will have this co eted no later tha June 17,2008
If you have questions or comments,please do not hesitate to call.I hope you are doing well.
Sincere ,
9� Thomas,P.E.
(ohntho asla thomasengineerineaa com
Encls
Cc w/encls:Ray Tiedje(Equity Housing Fund IX Partnership)
Janie Figuroa(Management Services)
309 MetcalJStreet.P.O.Box 1309.New Bern,NC 28563
Phone:[phone].Fax:[phone].Website: www.thomasen2ineerinepacom

Thomas Engineering, P.A.
Civil Engineering.Land Development.Project Management
April 17,2008
Hand Delivered
To: North Carolina Division of Water Quality
943 Washington Square Mall
Washington,NC 27889
Attn: Al Hodge
Regional Supervisor
Re: Permit Renewal
Stormwater Permit No.SW7951201
Hunter's Landing Apartments
New Bem,NC
Dear Al,
Attached is the Stormwater Permit Renewal application for the referenced facility along with the permit
application fee in the amount of$505.00(check#2451).Per our most recent emails,we will forward the
Engineer's Certifications once the wet pond maintenance work is completed.As stated in my email,we
/1his co eted no later than June 17,2008.
questions or comments,please do not hesitate to call.I hope you are doing well.
mas,P.E.
thomasen ineenn a.comRay Tiedje(Equity Housing Fund IX Partnership)
Janie Figuroa(Management Services)
309 MetcaljStmet.A0.Box 1309.New Bern,NC 28563
Phone:[phone].Fax:[phone].Website: w�tiv.thontaseneineerineoa.com

OF*A7E9 Michael F.Easley,Governor
yG William G.Ross,Jr.,Secretary '
North Carolina Department of Environment and Natural Resources
O Y Alan W.Klimek,P.E.Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
PERMIT INFORMATION:
1. Stormwater Management Permit Number. SW7951201
2. Permit Holder's name: Equity Housing Fund IX Partnership
3. Property Owners Name: Equity Housing Fund IX Partnership
i f aiRerem$om pemik holder)
4. Signing official's name: Raymond G.Tiedje Title: Managing Partner
(person lw*resporoibte for permio
5. Mailing address: 7373 E. Doubletree Ranch Road,Suite 226 City: Scottsdale
6. State: Arizona Zip Code: 85258 Phone: [phone]
7. Project Name: Hunters Landing Apartments (Ares Code and NWeher)
s. Location of Project: (skeetaddreas) Racetrack Road, Now Bern, NC
9. Directions to Project (from nearest msior interseaon) Travel south along Racetrack Road from
the Intersection of Racetrack Road and Nauss Blvd., after crossing the railroad
tracks,travel approximnately 300 yards,turn left Into Hunters Landing.
10. Specify the type of stomiwater treatment(,yet pond,inmraiim air-):Wet Detention Pond
11. List any changes(fmmpMW that was orgInaiy approved.anamaftilml pages anaeaea)None
Applicant's Certification:
I, Raymond G.Tledja, certify thal the information included on this permit renewal application, is to
the best of7my4kn ct nd complete.
Signature: Date: April 16, 2008
Submit this coed form along with an application fee of$505.00, a new signed Operation
and Maintenance Agreement and a copy of the designer's certification to the address listed
below.
NameaawDhutma WOW Quality 943WasNr0mSaaieMai Phme(252)w"I oudww SWAM t-M-62aares
Washkgbn Reylmal claw W@ftV on,NC2r939 FAX t262)94M6
one
XhCaVina
MEgWOppNatWArnreim Adim Employer-60%RowdedMO%PostCaamwPaW 7ilr 1,

Hunters Landing Centura Bank 2451
Rental Trust Account New Bern,NC 28560
P.O.Box 12553
New Bern,NC 28561 66-851531
**** FIVE HUNDRED FIVE AND 00/100 DOLLARSTO THE
f
ORDER OF 04/08/08 $505 . 00
****«
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889 ,
11,00245Lill 1:0531100a501:0 39000 5 30ait
DATE:04/08/08 CK$:2451 TOTAL:$505.00•**** BANK:huntrt - Hunters Landinq Rental Trust.
PAYEE:NC Division of Water Quality(nodiv)
Property Account Invoice Description Amount
hunt 4004 Hunters Landing Apartments - renewal of Co 505.00
505.00

F \NAT oa�0
0 !RpG Michael F.Easley,Governor
7 William G.Ross Jr.,Secretary
c r North Carolina Department of Environment and Natural Resources
Coleen H.Sullins,Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIT REQUESTED
7007 3020 0001 8861 7035
March 17, 2008
Ms. Patricia Locke
Management Services
P.O. Box 12553
New Bern, INC 28561
Subject: RETURN
Stormwater Project SW7951201
Hunters Landing
Dear Ms. Locke: Craven County
This office received a check for $420.00 for the renewal of stormwater permit SW7951201 for Hunters
Landing in June of 2006. We have been holding this check waiting for a renewal application and designer's
certification for this project. As of this date we have not received an application. Therefore we are returning the check
to you. Mr. Raymond Tiedge has been advised (by e-mail) of this and also that if an application and new fee of
$505.00 are not received by April 17, 2008 we will initiate an enforcement action for failure to renew the stormwater
permit.
Please be advised that construction or operation of the stormwater facilities without a valid permit is a
violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may subject the owner to
appropriate enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil penalties of up to
$25,000 per day per violation may be assessed for failure to secure a permit required by North Carolina General
Statute 143-215.1.
6481.
If you have any questions or comments concerning this matter please call Roger Thorpe or me at(252) 946-
�ipcerelY,
AI odge, Re Iona Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosure
cc: Ra mond Tiedge, 7373 E. Doubletree Ranch Road, #225, Scottsdale, AZ 85258
shington Regional Office
North Carolina Division of Water Quality Internet: we"¢,nc�ca[ermrdlc ors 1�rOne 1
943 Washington Square Mall Phone[phone] 1 V OI'thCarcifina
Washington,NC 27889 Fas [phone] Nahlrallff
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Millennium Development Corp.
RECEIVED
August 16, 2007 AUG 2 0 2r107
DWQ-WARQ
William Raybon
6300 Cardinal Dr.
New Bern, NC 28560
RE: Permit # SW7951201 —Hunters Landing
Dear Mr. Raybon:
Enclosed is a copy of my June 19'h letter written to the Regional Supervisor for Surface
Water Protection, a copy of which was sent to you at that time.
In addition you will note that I sent a follow up to you with a memo of July 20, 2007. It
includes my fax and e-mail address. Would you please provide additional contact
information for you?
Would you please update me on the status of the permit renewal? I was informed today
that the agency is holding our$420.00 check renewal fee until the other document from
you is received by them. Also, they have advised that effective September 1, 2007,the
renew fee will increase to $505.00 and we would therefore need to reissue the check or
send additional funds. Therefore, if possible, we would like to fmalize this matter before
the end of the month.
Your assistance with respect to this matter is appreciated.
Very truly yours,
Raymond G. Tiedje
Cc: Patricia Locke—Management Services
Al Hodge, Regional Supervisor
Della Robbins— Surface Water Protection—943 Washington Square Mall,
Washington,NC 27889
7373 E. Doubletree Ranch Road, #225 • Scottsdale, AZ 85258 •Tel. [phone] • Fax [phone]
1499 Potomac • Houston, TX 77057 •Tel. [phone] • Fax [phone]

At
lleMlium Development Corp.
June 19, 2007
Al Hodge \
Regional Supervisor
Surface Water Protection Section
943 Washington Square Mall
Washington, NC 27889 Fax: [phone], e-mail,
RE: Permit ## SW7951201 And US Mail
Hunters Landing-Craven County
Dear Mr. Hodge:
Following my receipt of your June 12'h letter by facsimile, I spoke to our manageme
company in New Bern— Real Estate Plus, Mr. Patricia Locke. I realize that we attempte
to correct this matter in 2006 so I have made a priority of doing everything'possible to
achieve that end at this time.
I spoke to the architect of Hunters Landing last week who advised that he no longer has
this project in his archives. I then asked Real Estate Plus to obtain the phone number for
Raybon Engineering in New Bern, as they were copied on your letter of June 12`h . I
spoke to Mr. Raybon yesterday and he indicated that he had been in touch with you
regarding this matter and has indicated a willingness to attempt to help resolve this
matter. I informed him that I would send this letter to you and Mr. Raybon, and also
have the management company issue a check for the $420.00 fee immediately as a sign
of good faith, while Mr. Raybon and I try to satisfy the remaining details of the renewal.
In the interim, I appreciate your patience and understanding regarding this matter and I
will stay on top of the matter in hopes of a final and successful conclusion with the next
60 days.
Thank Y9 d sincerely, i/.�•� �' J
fir,
Ra m nd G. Tiedje A �
f
Cc:William Raybon, 6300 Cardinal Dr., Ne Bern, NC 28560 70h, LLr.vti;`"%rS �� JC;erP•
Patricia Locke — Management Services, Box 12553, New Bern, NC 28561 C�
7373 E. Doubletree Ranch Road, #225 • Scottsdale, AZ 85258 •Tel. [phone] • Fax [phone]*.
1499 Potomac • Houston, TX 77057 •Tel. [phone] • Fax [phone]

Millennium Development Corp.
August 16, 2007
William Raybon
6300 Cardinal Dr.
New Bern, NC 28560
RE: Permit # SW7951201 — Hunters Landing
Dear Mr. Raybon:
Enclosed is a copy of my June 19`h letter written to the Regional Supervisor for Surface
Water Protection, a copy of which was sent to you at that time.
In addition you,will note that I sent a follow up to you with a memo of July 20, 2007. It
includes my fax and e-mail address. Would you please provide additional contact
information for you?
Would you please update me on the status of the permit renewal? I was informed today
that the agency is holding our$420.00 check renewal fee until the other document from
you is received by them. Also, they have advised that effective September 1, 2007,the
renew fee will increase to $505.00 and we would therefore need to reissue the check or
send additional funds. Therefore, if possible, we would like to finalize this matter before
the end of the month.
Your assistance with respect to this matter is appreciated.
Very truly yours,
Raymond G. Tiedje
Cc: Patricia Locke— Management Services
Al Hodge, Regional Supervisor
Della Robbins— Surface Water Protection—943 Washington Square Mall,
Washington,NC 27889
7373 E. Doubletree Ranch Road, #225 • Scottsdale, AZ 85258 •Tel. [phone] • Fax [phone]
1499 Potomac • Houston, TX 77057 •Tel. [phone] • Fax [phone]

AA
9 s�� Development Corp.
�f
June 19, 2007
Al Hodge
Regional Supervisor
Surface Water Protection Section
943 Washington Square Mall
Washington, NC 27889 Fax: [phone], e-mail,
RE: Permit ## SW7951201 And US Mail \\
Hunters Landing-Craven County
Dear Mr. Hodge:
Following my receipt of your June 121h letter by facsimile, I spoke to our manageme
company in New Bern— Real Estate Plus, Mr. Patricia Locke. I realize that we attempte
to correct this matter in 2006 so I have made a priority of doing everything possible to
achieve that end at this time.
I spoke to the architect of Hunters Landing last week who advised that he no longer has
this project in his archives. I then asked Real Estate Plus to obtain the phone number for
Raybon Engineering in New Bern, as they were copied on your letter of June 12`h . I
spoke to Mr. Raybon yesterday and he indicated that he had been in touch with you
regarding this matter and has indicated a willingness to attempt to help resolve this
matter. I informed him that I would send this letter to you and Mr. Raybon, and also
have the management company issue a check for the $420.00 fee immediately as a sign
of good faith, while Mr. Raybon and I try to satisfy the remaining details of the renewal.
In the interim, I appreciate your patience and understanding regarding this matter and I
will stay on top of the matter in hopes of a final and successful conclusion with the next
60 days.
Than_y4, d sincerely,
T �?
Ra m nd G. Tic
Cc:William Raybon, 6300 Cardinal Dr., Ne Bern, NC 28560 7- L L
Patricia Locke — Management Services, Box 12553, New Bern, NC 28561
7373 E. Doubletree Ranch Road, #225 • Scottsdale, AZ 85258 •Tel. [phone] • Fax [phone]'"(
1499 Potomac • Houston, TX 77057 •Tel. [phone] • Fax [phone]

Millennium Development Corp.
RECEIVED
JUN 21 2001
June 19, 2007 1IY/11t
DWO- r�q p®
Al Hodge
Regional Supervisor
Surface Water Protection Section
943 Washington Square Mall
Washington,NC 27889 Fax: [phone],e-mail,
And US Mail
RE: Permit## SW7951201
Hunters Landing-Craven County
Dear Mr. Hodge:
Following my receipt of your June 12'h letter by facsimile, I spoke to our management
company in New Bern-Real Estate Plus,Mr. Patricia Locke. I realize that we attempted
to correct this matter in 2006 so I have made a priority of doing everything possible to
achieve that end at this time.
I spoke to the architect of Hunters Landing last week who advised that he no longer has
this project in his archives. I then asked Real Estate Plus to obtain the phone number for
Raybon Engineering in New Bern, as they were copied on your letter of June 12'h . I
spoke to Mr. Raybon yesterday and he indicated that he had been in touch with you
regarding this matter and has indicated a willingness to attempt to help resolve this
matter. I informed him that I would send this letter to you and Mr. Raybon, and also
have the management company issue a check for the$420.00 fee immediately as a sign
of good faith, while Mr. Raybon and I try to satisfy the remaining details of the renewal.
In the interim, I appreciate your patience and understanding regarding this matter and I
willontop of the matter in hopes of a final and successful conclusion with the next
60 day
Thank yQ d sincerely,
Ra mon G. Tiedje
Cc:William Raybon, 6300 Cardinal Dr.,Ne Bern,NC 28560
Patricia Locke-Management Services, Box 12553,New Bern,NC 28561
7373 E. Doubletree Ranch Road, #225 •Scottsdale, AZ 85258 •Tel. [phone] • Fax [phone]
1499 Potomac • Houston, TX 77057 •Tel. [phone] • Fax [phone]

Millennium Development Corp. RECEIVEDSUN 26 2001
DWO-WARD 4
June 19, 2007
Al Hodge
Regional Supervisor
Surface Water Protection Section
943 Washington Square Mall
Washington, NC 27889 Fax: [phone], e-mail,
And US Mail
RE: Permit ## SW7951201 °iqlW
Hunters Landing-Craven County
Dear Mr. Hodge:
Following my receipt of your June 12t' letter by facsimile, I spoke to our management
company in New Bern—Real Estate Plus, Mr. Patricia Locke. I realize that we attempted
to correct this matter in 2006 so I have made a priority of doing everything possible to
achieve that end at this time.
I spoke to the architect of Hunters Landing last week who advised that he no longer has
this project in his archives. I then asked Real Estate Plus to obtain the phone number for
Raybon Engineering in New Bern, as they were copied on your letter of June 12th . I
spoke to Mr. Raybon yesterday and he indicated that he had been in touch with you
regarding this matter and has indicated willingness to attempt to help resolve this matter.
I informed him that I would send this letter to you and Mr. Raybon, and also have the
management company issue a check for the $420.00 fee immediately as a sign of good
faith, while Mr. Raybon and I try to satisfy the remaining details of the renewal.
In the interim, I appreciate your patience and understanding regarding this matter and I
will stay on top of the matter in hopes of a final and successful conclusion with the next
60 days.
Thank you and sincerely,
ymond G. Tiedje
Cc:William Raybon, 6300 Cardinal Dr.,New Bern,NC 28560
Patricia Locke—Management Services, Box 12553, New Bern,NC 28561
7373 E. Doubletree Ranch Road, #225 • Scottsdale, AZ 85258 •Tel. [phone] • Fax [phone]
1499 Potomac 9 Houston, TX 77057 •Tel. [phone] • Fax [phone]

kkRn
�pF W A1'$ Michael F.Easley,Governor
o
6 William G.Ross X,Secretary
r Alan W.Klimek,P.E.Director
CO
North Carolina Department of Environment and Natural Resources
O Y
Division of Water Quality _
June 12, 2007
Certified Mail/Return Receipt Requested
7007 0220 0003 14871369
Financial Resources
Mr. Ray Tiedle
7373 E. Doubletree Ranch Rd
Scottsdale, AZ 85258
Subject:: Notice of Violation for failure to renew permit
Stormwater Permit No. SW7951201
Hunter's Landing
Craven County
Dear Mr. Tiedje:
The Division of Water Quality (DWQ) issued a Coastal Stormwater Management Permit, Number
SW7951201 to Hunter's Landing on February 2, 1996. This permit expired on February 2, 2006.
Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit
renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. To date we have still not received your renewal.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946-6481.
Sincerlel ,
Al�iod ,Wegional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: William Raybon, 6300 Cardinal Dr.,New Bern, NC 28560-7160
P ricia Locke, Management Services, PO Box 12553, New Bern, NC 28561
VWashington Regional Office
North Carolina Division of Water Quality Internet: www.ncwatcrqualitv.ore One
943 Washington Square Mall Phone[phone] VoCarolina
Washington,NC 27889 Fax [phone] uralll,
An Equal Opportunity/Affirmative Action Employer—50%Recycledh0%Post Consumer Paper

CERTIFIED MAIL,. RECEIPT
fDomestic Mail Only;No insurance Coverage Pro I vided)
U.S. Postal ServiceTM
r OFFICIAL USE
CO
-r Postage $
r3
M Cerdfled Fee c «.
O �A�pB ma
Return e Fee Illera CL
❑ (Endorsement
nt Required) O C++.A7
Restricted Delivery Fee
Y J
p (Endorsement Requiredl Ay
ru
nu Total Pam.—a
E3
Sent In FINANCIAL RESOURCES
C3 MIL RAY TIEDJE
r3 'shoe( 7373 E.DOUBLETREE RANCH RD
Iti orPO,
ciy,"s SCOTTSDALE AZ 85258
SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 4 1 'i
■ Complete Items 1,2,and 3.Also complete A. Signature _
Item 4If Restricted Delivery is desired. ElAgent
X
■ Print your name and address on the reverse /L ❑Addressee
so that we can return the card to you. ''' RRRaaecei ed (Printed Name) C t D liv
■ Attach this card to the back of the mailplece, rr/7/�or on the front if space permits.
1. Article Addressed to: D. Is delivery address different from Rem 1 ❑
If YES,enter delivery address below: ❑No
FINANCIAL RESOURCES
MR.RAY TIEDJE
7373 E.DOUBLETREE RANCH RD
SCOTTSDALE AZ 85258 3. serv' Type
Certified Mall ❑Express Mall
❑Registered ❑Return Receipt for Merchandise
❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(EMre Fee) ❑Yes
2. Article) 7007 0220 0003 1487 1369
(rransk_ ----
Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540

DW0/WARO Fax:[phone]
4-* Tra.n mit. Conf _ R-epnrt +:k-
P. 1 Jul 21 '06 14:45
Telephone Number Made Start Time Paget Result Note
914506070535 NORMAL 21 ,14:43 2'22" 9 r O K
NCDENR
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
WASHINGTON, N.C. 27889
Phone: [phone] FAX: [phone]
TO: AA i Ti` ;
FAX NO. 4'RU— e'o Of33
FROM:
DATE: =t:L:7
NO. OF PAGES (INCLUDING COVER):
COMMENTS: s Z ail

WATF9oG Michael F. Easley,Governor
William G.Ross Jr.,Secretary
0 r North Carolina Department of Environment and Natural Resources
J y
O Y Alan W.Klimek,P.E.Director
Division of Water Quality
July 13, 2006
Equity Housing Management
Financial Resources
Attn: Mr. Ray Tiedje
7373 E Doubletree Ranch Road
Scottsdale, Arizona 85258
Subject:: PERMIT RENEWAL
Stormwater Permit No. SW7951201
Hunter's Landing Apartments
Race Track Road, New Bern
Craven County, North Carolina
Dear Mr. Tiedje:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7951201 to Housing
Resource Corp for Hunter's Landing on February 2, 1996. This permit expired on February 2, 2006. Section
.1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit renewals shall be
submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee, which is
currently set at$420.00. However, if your permit has already expired, you need to send in your application for
renewal as soon as possible. If you have sold the project, or are no longer the permittee, please provide the
name, mailing address and phone number of the person or entity that is now responsible for this permit. Enclosed
is a form for change of ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted treatment units a
certification of completion be submitted to the Division from an appropriate designer for the system installed. This
is to certify that the permitted facility has been installed in accordance with the permit, the approved plans,
specifications and supporting documentation. Please include a copy of the certification with your permit renewal
request and processing fee. Enclosed is a copy of the certification form that was sent to the attention of Mr. G.
Michael Morton when the permit was issued. We do not have this form completed by the engineer as of yet. We
have enclosed a copy of the permit and a calculations sheet for the detention pond that was supposedly built on
this property.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater
treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in
appropriate enforcement action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with DWQ at
252-946-6481.
AA
ncer y,
g
nHo gI Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Washington Regional Office
North Carolina Division of Water Quality Internet: w .ncwaterquality ore One
943 Washington Square Mall Phone[phone] NorthCarolina
Washington,NC 27889 Fax [phone] Natumil'y
An Equal Opportunity/Affirmative Action Employer—50%Recycled/l0%Post Consumer Paper

Apr-21 -06 09 : 34A P. 01
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ESTATE DATE:
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MANAGEMENT_
SERVICES
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COMPANY: Alt i/,
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NUMBER OF PAGES INCLUDING C:OVER�
FROM: PATRICIA LOC:KE
BOOKKEEPING
CIO MANAGEMENT SERVIC"ES
3515 TRENT ROAD
VILLAGE SQUARE SUITE 17
PO BOX 12553
NEW BERN, NC' 2R561
PHONE: [phone]
FAX: [phone] /f
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[phone] or [phone]

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P IN WQO012215 2
Ap 2, 96
uE$'t CFQ7AFtr TJQN
1. Erir .L.�rank as a duly rcgisterad Professional Engineer in the State. of North
Camuna, having been authorized to observe(periodically, weekly, full time) the construction of the
pfojecr,_._U.unter 's Landine , N .su 177n(Race Track Rd )
for rho
Project Name L4eafton Nev earn , NC
Permittee hereby state that, to the brit of my abilities,due care and diligence was used in the observation
of the oonstrV"on such that the construction was obsnvcd to be built within substantial compliance and
intent of this permit,the approved plans and specifications, and other supporting materials.
Signature Y Registration NU 21554
Datr 11-12-96
Ln
a SEAL = Gel
021551
The Divieton of Water Qumity rucby
wanuwladges receipt and acceptance or this Eaginun
CertiGcabun
3

�OF W A rFR p M chael F.Easley,Governor
TWilliam G.Ross Jr,Secretary
r- North Carolina Department of Environment and Natural Resources
O Y Alan W.Klimek,P.E.Director
Division of Water Quality
April12, 2006
Management Services
PO Box 12553
New Bern, NC 28561
Subject PERMIT RENEWAL
Stormwater Permit No. SW 7951201
Hunters Landing
Craven
Dear Michael Morton,
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7951201
to Housing Resource Corp.for Hunters Landing on 2/2/1996. This permit expires on 2/2/2006. Section
.1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at$420.00. However, if your permit has already expired you
need to send in you application for renewal as soon as possible. If this is still an active project please
complete and submit the enclosed renewal application in a timely manner. If this project has not been
constructed and a permit is no longer needed, please submit a request to have the permit rescinded. If
you have sold the project, or are no longer the permittes, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit. Enclosed is a forn for
change of ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946.6481.
Sincerely,
AI odge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Raybon Engineering
Washington Regional Office
North Carolina Division of Water Quality Internet waiv.ncwateraualitv.ore 7�7OR0 7�
943 WasbiVon Square Mall Phow(252)946-6481 1VO Carolina
Washington,NC 27889 Fax [phone] n foa//y

$'pF W §A7' p Michael F.Easley,Governor
9 William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
ti
O C Alan W.Klimek,P.E.Director
Division of Water Quality
March 14, 2006
Housing Resource Corp
Attn: Mr. G. Michael Morton
23505 South Crenshaw Blvd, Suite 153
Torrance, Ca 90505
Subject: Stormwater Permit No. SW 7951201
Hunters Landing
Craven
Dear Michael Morton,
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7951201
to Housing Resource Corp. for Hunters Landing on 2/2/1996. This permit expires on 2/2/2006. Section
.1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946-6481.
Aincerel ,
Al Hodge, o upervi'sor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Raybon Engineering
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwateraualitv.or One
943 Washington Square Mall Phone[phone] NorthCarolina
Washington,NC 27889 Fax [phone] Naturally
An Equal Opportunity/Affirmative Action Employer—50%Recycled110%,Post Consumer Paper

State of North Carolina rj >
0:dartment of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor AT
•
Jonathan B. Howes, Secretary
C� EH AF-1
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
February 2, 1996
Housing Resource Corp
Attn: Mr. G. Michael Morton
23505 South Crenshaw Blvd. , Suite 153
Torrance, CA 90505
Subject: Permit No. SW7951201
Hunter's Landing
High Density Stormwater Project
Craven County
Dear Mr. Morton:
The Washington Regional Office received the completed
Stormwater Application for the subject project on January 19 , 1996 .
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. We are forwarding
Permit No. SW7951201 dated February 2 , 1996 to Housing Resource
Corporation.
This permit shall be effective from the date of issuance until
February 2 , 2006 , 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 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.
1424 Carolina Avenue, Washington, NC 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post-consumer paper

Housing Resource Corp
February 2 , 1996
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (919) 946-
6481 , extension 264 .
erely,
Roger K. T orpe
Water Qua ty Supervis r
Washington Regional Off '
cc: Raybon Engineering
C��'aven County Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7951201
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Housing Resource Corporation
Craven County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 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 file with and approved by the Division of
Environmental Management and considered a part of this permit for
Hunter's Landing at New Bern, NC.
This permit shall be effective from the date of issuance until
February 2, 1996, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1 . 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 on pages 4 and 5 of this
permit, the Project Data Sheet(s) .
3 . Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name: Hunter's Landing
Permit Number: SW7951201
Location: Craven County
Applicant: Housing Resource Corp
Mailing Address: 23505 S. Crenshaw Blvd. ,
Suite 153
Torrance, CA
90505
Application Date: 12/5/95 original
1/19/96 completed
Water Body Receiving
Stormwater Runoff : UT-Neuse River
Classification of
Water Body: SC
Pond Depth: 6 . 0 feet
Permanent Pool
Elevation: 15. 40 feet MSL
Total Impervious
Surfaces Allowed: 93 ,951 square feet
Required Surface
Area: 5451 square feet
Provided Surface
Area: 5588 square feet
4

Required Storage
Volume: 9828 cubic feet
Provided Storage
Volume: 10,150 cubic feet
Controlling Orifice: 1 . 5 inch pipe
4 . No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
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
e. Further subdivision of the project area.
In addition, the Director may determine the other revisions to
the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1 . The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
5

2 . The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3 . The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4 . Records of maintenance activities must be kept and made
available upon request to authorized personnel of DEM. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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.
6 . Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designed 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. Mail the Certification to the
Washington Regional Office, 1424 Carolina Avenue, Washington,
North Carolina, 27889, attention Water Quality Section.
7 . A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1 . This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change to the Permittee, a formal permit request must be
submitted to the Division of Environmental Management
accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
6

1
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Environmental Management, in accordance
with North Carolina General Statute 143-215. 6(a) to 143-
215.6(C) .
3 . 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.
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 this Division, such as
the construction of additional or replacement stormwater
management systems.
5. 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.
Permit issued this the 2 nd day of February, 1996 .
NORTH CAROLINA ENVJRONNENTAL MANAGEMENT COMMISSION
(I'-- � ci��'� (--L /I
A. on Howar J P.E. , Directo
Division of Envir nmen 1 Management
By Authority of he Environmental Mana ment Commission
Permit Number SW7951201
7

Hunter's Landing
Craven County
Stormwater Permit No. SW7951201
Designer's Certification
1 , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
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.
Signature
Registration Number
Date
8

RAYBON ENGINEERING
Civil-Environmental-Marine
3709 HWY. 17 SOUTH, POB 12034, NEW BERN, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
RECEIVEL
January 16, 1996 �:;$}IINUTUNf1 OFFICT
v-
Mr. William J. Moore D, S
NC DEHNR
1424 Carolina Avenue
Washington, NC 27889
Re: Hunter's Landing
Dear Mr. Moore:
Enclosed is a copy of the revised calculations with notations to highlight those items you
requested. The Unit Hydrograph will show that the 10 year storm flow will flow over the
weir to the downstream drainage channel.
Revised copies of the construction plans are also enclosed.
As I previously mentioned, somehow you inadvertently received a copy of a preliminary
design, rather that the final plan.
If you have any further questions, please call.
/Respectfully submitted,
William C. Raybon
Professional Engineer

RAYBON ENGINEERING
Civil - Environmental - Marine
1/15/96
Hunter's Landing
Pond Calculations Units Symbols& Governina Equations
Total Site Area 4.69 ac TA
Building Area 0.59 ac BA
Green Area 2.37 ac GA
Parking Area 1.73 ac PA
Proposed Pond Depth 6.00 ft
Percent Impervious 49.47 % (TA-GA)*100/TA
Surface Area/Drainage Area % 2.67 % SA/DA(from Chart 4 90%TSS removal)
• Permanent Pool Surface Area Req'd 5450.66 sq ft SA/DA*TA*43560/100
w- Approximate runoff volume for
V Storm 9828.23 cubic ft V=[(BA*1)+(PA*.95)+(GA*.2)]43560/12
e Permanent Pool Surface Area Provided 5588.00 sq ft PSA(from CAD)
Surface Area 2'Above P.P. Surface 7500.00 sq ft SA2 (from CAD)
O Appx. Design Storage Depth Req'd (V Storm) 1.50 ft DSD=[2/(PSA+SA2)]V
Permanent Pool Elevation 15.40 It (from site plan)=PPE
Design Storage Elevation 17.00 ft (from site plan)=DSE
Top Bank Elevation 19.00 It (from site plan)
Bottom Elevation 9.40 ft (from site plan)
o Design Storage Depth Provided 1.6 DSDP=DSE-PPE
Design Pool Surface Area 7100.00 sq ft DPSA(from CAD)
�( Design Storage Provided 10150.40 DS=DSDP*(PSA+DPSA)/2
Drawdown Outlet Size
Area(2 day drawdown) 1.96 sq in A2=(Q/Cd)/(2gh)A.5
where Q=V/time, Cd=.60, h=DSD/2
time=172800 seconds(2 days)
Diameter Of Orifice (2 day drawdown) 1.58 in D2=2*(A2/PI)A.5
Area(5 day drawdown) 0.79 sq in A5=(Q/Cd)/(2gh)A.5
where Q=V/time, Cd=.60, h=DSD/2
time=432000 seconds(5 days)
Diameter Of Orifice(5 day drawdown) 1.00 in D5=2*(A5/PI)A.5 JJ
Final Orifice Diameter 1.50 in CARpI�o'.,�I b'9
.... So q
�.•'q
* SSIp••
o
E
7108
Q
;_ ,
'%�i •.FNCI NE� o

State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office ywi
James B. Hunt, Jr., Governor AtOft
Jonathan B. Howes, Secretary p E '---I N R
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
December 12, 1995
Morton Associates, Inc.
Attn: Mr. G. Michael Morton
P.O. Box 5162
New Bern, N.C. 28560
Subject: Application No. SW7951201
Hunter's Landing
Craven County
Dear Mr. Morton:
The Washington Regional Office acknowledges receipt of your
permit application and supporting information on December 12, 1995.
This application has been assigned the number listed above.
Your proposed project is considered high density and will
require a fee of $ 385.00. I am returning your $ 335.00 check (no.
2376) along with this letter. Please submit the appropriate fees
for the State Stormwater Permit and the Erosion Control Approval
separately. If you have questions regarding the erosion control
approval, please contact Pat McLain at (919) 946-6481 , extension,
371 .
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact Bill Moore at (919) 946-
6481 , extension, 264.
S.in/ce_rely,
- vtRoger K. T orpe
Water Quality Supervisor
Washington Regional Office
cc: Srtt & Associates
U4'shington Regional Office
1424 Carolina Avenue, Washington, NC 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10% post-consumer paper

I
I
L .
Erosion & Sedimentation
Control Plan
for
Hunter' s Landing
Craven Co. , North Carolina
•o``�ZN CARP
.......
;•oe� ....
r'��S`ERF� .
. � .NCI NEF�••' `_ =• •°•
ET
I .

i
Suitt & Associates , P.A. /Raybon Engineering
PO Box 12034
New Bern , NC 28561
(919) 633-2999
Fax: (919) 633-9304
November 29 , 1995
TABLE OF CONTENTS
Page
Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Construction Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Maintenance Plan
Vicinity Map- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Site Topographic Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C1
Site Development Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C2
Site Erosion & Sedimentation Control Plan . . . . . . . . . . . . . . C3
Detail Drawings & Specifications for Practices Specified C4
Vegetation Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-8
Supporting Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 , 10
-Financial Responsibility/Ownership Form . . . . . . . . . . . . . . . . 11-16
Pond Maintenance, Owner Certified . . . . . . . . . . . . . . . . . . . . . . 17-19
Pond Calculations & Unit Hydrograph . . . . . . . . . . . . . . . . . . . . 20-31
Wet Pond Detention Check List 32
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�I

NARRATIVE
Project Description „
The purpose of the project is to construct 6 apartment buildings and
1 office building with associated paved roads and parking areas .
Approximately 4. 69 acres will be disturbed during the construction
period . The site is 4. 69 acres located in New Bern, Township 8,
Craven County , North Carolina.
Site Description
The site has flat topography with a drainage ditch adjacent to the
southeast property line.
Adjacent Properties
Land use in the vicinity is residential .
I
I
it
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Pg.1

Planned Erosion & Sedimentation Control Practices
Temporary Gravel Construction Entrance/Exit -- 6 . 60
A temporary gravel construction entrance/exit will be installed at
the north west project entrance. During wet weather it may be
necessary to wash vehicle tires at this, location. The entrance will
be graded so that runoff water will be directed away from Race Track
Road .
Land Grading -- Practice 6 . 02
Heavy grading will be required on approximately 3 acres.
All cut slopes will be 3 : 1 or flatter to avoid instability due to
wetness , provide fill material , give an open area around the
building , and allow vegetated slopes to be mowed . Cut slopes will be
fine graded immediately after rough grading; the surface will be
disked and vegetated according to the Vegetation Plan .
I
Fill slopes will be 2 : 1 . Fill will be placed in layers not to exceed
9 inches in depth and compacted . Fills of this depth should have
detailed compaction specifications in the general construction
contract . These specifications arenot part of the erosion and
sedimentation control plan.
Fabric Drop Inlet Protection (Temporary) -- Practice 6 . 51
Fabric Drop Inlet protection will be constructed around the proposed
drop inlet to prevent sediment from entering the storm drain during
the construction period.
Construction Road Stabilization -- Practice 6 . 80
As soon as final grade is reached on the roads and parking areas ,
the subgrade will be stabilizedwith a 6-inch minimum course of NC
DOT standard size ABC stone to prevent erosion and dust during the
�I
construction of buildings prior to paving.
Outlet Stabilization Structure -- Practice 6 . 41
A rip rap apron will be located at the inlet and outlet of the
proposed driveway pipe at the project entrance to prevent scout .
Surface Roughening -- Practice 6 03-
The 3 : 1 cut slopes will be lightly roughened by disking just prior
to vegetating .
Surface stabilization will be accomplished with vegetation and mulch
as specified in the vegetation plan . Roadway and parking lot base
courses will be installed as soon as finished grade is reached .
Dust control is not expected to be a problem due to the small area
of exposure. Should excessive dust be generated , it will be
controlled by sprinkling with water .
Pg.2

CONSTRUCTION SCHEDULE
I
01 . Obtain plan approval and other applicable permits.
I 02 . Flag the work limits
03 . Install temporary gravel construction entrance/exit .
04 . Complete site clearing. Haul off and dispose of properly.
05 . Construct Pond.
i
06. Rough grade site, construct drop inlet , install culverts ,
outlet protection and install fabric drop inlet protection .
07 . Finish the slopes around the buildings as soonas rough grading
is complete. Leave the surface slightly roughened and vegetate
and mulch immediately.
I
08. Complete final grading for roads and parking and stabilize with
gravel .
i
09 . Complete final grading for buildings .
10. Complete final grading of grounds , topsoil critical areas , and
permanently vegetate , landscape and mulch.
11 . All erosion and sediment control practices will be inspected
weekly and after rainfal.l events. Needed repairs will be made
immediately .
12 . After site is stabilized , remove all temporary measures and
install permanent vegetation on the disturbed areas.
13 . Estimated time before_ fi.nal stabilization -- 6 months .
i
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Pg.3

MAINTENANCE. PLAN
1 . All erosion and sediment control practices will be checked for
stability and. operation following every runoff-producing rainfall
but in no case less than once every week . Any needed repairs will
j be made immediately to maintain a.11 pract;i,ces as designed .
2 . .Sediment will .be removed from the temporary fabric drop inlet
protection when storage capacity has been approximately 50%
filled . The fabric fence will be -repaired as necessary to
maintain a barrier .
I
3 . All seeded areas will be fert-iliz.ed , reseeded as necessary , and
mulched according to specifi.cati,ons in the vegetative plan to
maintain a vigorou.s, . dense. vegeta.tive . cover ..
i
I
VICINITY MAP
W
J �z�
W Q 0 z � 7BLVD.— HIGHWAY
Ui
0V) NEUS5 & 43
Q:
� o �
w
vm Z u
�I � o �P�EZN PSG.
S'f ram„ v U
C C� o
r
0
i p o � PINE TREE DR. I`o
vo o r�
� am
z AUHURST BLVD.
is
m
Ui Q J
JI jU
U
70I3Yf'A55
O
N
1
I
Pg ..4

`
| ' '
|
�
,.
i MU-1 Steep slcpos (3: 1 or greater )
!
'
In midsummer , late fall or winter , apply 1001b . /1960
_
| sq, ft . grainstrao/ coveq with netting and staple to
�
�
the slope. In spring or early fall use 45lb , /1 / �09 sq.
| ,
�
ft . wood fiber in a hydroseeder slurry.
MU-2 High-maintenance vegetation and temperaryseedi/}�s,
�
/
Apply 901b. /1 / 000 sq , ft , (4, 000 lb . /acre} grain straw
� and tack with 0~ 1 gal /sq^ yd. asphalt ( 11 gal /1 000 sq
� / .
` ft . ) .
!
� MU-3 Grass-lined channels
Install excelsior mat in the channel , sxtend up the -
�
' channel banks to the highest calculated depth of - [lr`*i
�
' and secure according to man ^facturer / s specifications.
, '
HainbenannR Q/l>
! MA^1 Re [ertilize in late winter or early spring the fcllo*i/`y
`
� year . Mow as desired.
!
/ MA-2 Keep mowed to a height of 2-4 inches. Fertilize with
| 4016 . /acrs ( 1lb , /j / 000 sq" ft . ) nitrogen in winter and
|
again the following fall ,
�
| H0-3 Inspect and repair mulch and ,lin1ng^ Refsrtilize in late .
! _ winter of the fnllo . ing year with 1501b. /acre 10-10-10
�
' (3, 31b. A , 000 sq, ft . > . Mop regularly to a height o[ 3-1
inches.
i � .
� ^ MA-4 Topdress with 10-10~10 fertiL.izer if growth is not [ully
�| adaq . ate. '-
h0`5 Topdress with 501b. /acrc ( 1lb. j1 ; 000 sq . (t . ) nitrogen
� in it It cPver lsnepdeath pugh the following
� Pg. 5
--1 ----

|
�
3) Loosen the subgrade immediately prior to spreading
|
� topsoil by disking or scarifying to a depLh of at;
least 2 inches. .
�
� 4 ) Spread topsoil to a depth of 2-4 inches and cultipack.
!
�
5> Disk or harrow and rake to produce a uniform and well -
pulverized surface,
�
� 6) Loosen surface just prior to applying seed.
�
SP'1 Gontic or flat slopes whero topsoil is not used .
` 1 > -Ramevo rocks and debris.
|
2) Apply lime and fertilizer at rates recommended by soil .
`
tests; spread eve6ly and incorporate into the top 6
inches with a disk, chisel plow, or rotary tiller .
3) Break up large clods and rake into a loose, uniform
'
seedbed.
| '|) Rake to loosen surface just prior to applying seed.
SeedblQ' [� ���sl_ <{31).
|
� SM-1 Fill slopes steeper than M1Apormanent seedings>
Use hydraulic seeding equipment: to apply sued and
i ^
fertilizer , a wood fiber mulch at 451b, /1 , 000 sq, ft , ,
"J and mulch tackifier^
SH`2 Gentle to flat slopes or temporary seedings.
�
/ 1 ) Broadcast seed t the a e recommended rate with a cyclone
'
seeder , drop spreader , or cultipacker seeder .
\
2) Rake seed into the soil and lightly pack to cstab1ish
'
� good contact .
! .
'
Pg. 6
|---

�
�
/
�
�
VEGETATIVE PLAN
�
�
,'. See�ll�ed. Pl�qpjjrjt'l=� {{��>
�
SF-1 Fill slopes 3: 1 or steeper to be seedeWxith a hydraulic
| weeder (permanent seedings) ' `
�
1 } Leave the Yast 4-6 inches bf fill loose and
�
uncompa t d allowing k t� � , a �v ng rock, roots, large clods and
�
other Mks to remain on the slope.
2) Roughen slope faces by making grooves 2^3 inches dzup,
`
' perpendicular to the slope''
� .
|
%) Spread lime evenly over slopes at rates recommended by
� soil tests.
'
| SF-2 Fill slopes 3: 1 or steeper (temporary szedinps) . '
i
/ 1 } Leave a loose, uncompacted surface, Remove large '
clods, rncks, and debris which might hold netting
!
. above the surface.
i 2) Spread lime and fertilizer evenly at rates rccomwondrd
!
by soil tests.
�
3) Incorporate amendments by roughening or grooving soil
,
� surface on the contour . ~
�
SF-3 High-maintenance turf
� 1 ) Remove rocks and debris that could interfere with
tillage and the production of a uniform seedbed.
/ 2} Apply lime and fertilizer at rates recommended by soil
� Lists; spread evenly and incorporate to a depth of 2-'1
, inche.s with a farm disk or chisel plow.
i .
�
Pg. 7 . ,.
/
|
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Pg. 8

i
f Rational . Method.
Given Input Data.:
Descript.io.n Proposed Culvert under Sidewalk
Rainfall Frequency 1.0 year (s)
i
------------------------------------------------ -----------
Area Area Coef Tc Intensity Flow
Description ft2, min in/hr cfs
--------------------------------------------------------------------
Pavement 59500 . 00 , 0 . 850 4. 4 7 . 0 8 . 13
Concrete Walks 7400.00 0 . 800 .3 . 0 7 . 0 0 . 95
Cone. Dumpster Pad 200 .00 0.800 . 2 . 8 7 .0 0 . 03
Buildings 26851 . 00 0 .800 3 . 1 7 . 0 3 . 45
12 . 56
Culvert Calculator
Entered Data.:
Shape . . . . . . . . . . . . . . . . . . . . . . . . . . . Rec.t.angu.lar
Number of Barrels . . . . . . . . . . . . . . . 1
Solving for . . . . . . . . . . . . . . . . . . . . . Headwater
Chart Number 1
Scale Number 1
Chart Description . . CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE
Scale Decsription SQUARE EDGE. ENTRANCE WITH HEADWALL
Flowrate 12. 5600 cfs
Manning ' s _n 0 .0150.
Roadway Elevation 19 . 1000 ft
Inlet E.levation . . . . . . . . . 18_0000 ft
Outlet Elevation . . . . . . . . . . . . . . . . 17 .0000 ft
Height. . . . . . . . . . . . . . . . . . . . . ... . . . . 7 .20.00. in
Width 120. 0000 in
Length . . . . . . . ... . . . . . . . . . .. . . ... . . . 22.. 9000 . ft
Entrance Loss 0 . 0000
Tailwater . . . . . . . . . . . . . . . . . . . . ... . 0 . 9079 ft
Computed Results:
Headwater . . . . . . ... .. . . . . . . . . . . . . . . 18. 9760 . ft
. Slope . 0.0437 ft/ft
Veloc.ity . . . . ... . . . . . . . . . . . . . . . . . . 2.. 0933 - fps
i
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II
Pg_ 9

i
Performance Curve
18.95
18.85
i
18.75 OUTLET CONTROL— ��
L
0
i 3
a
18.65
INLET CONTROL
18.55
18.45
1 .00 3.20 5.40 7.60 9.80 12.00
Flowrote — cfs
I
Pg. 10

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTIQN CONTROL ACT
No person may Inlllalo any land•dlslurbing activity on one or more conllpubus acres as covared by the Act
before Ihls form and an acceptable erosion and sedimentation control plan hava boon cornplatod and opproved
by ilia Land Ouailly Socllon,N.C, Department of Naluraf nos ources and Comnlunlly DovolopmanI, (Please type
or print and, If question Is not applicable, place N/A In Ilia blank:)
Parl A.
1. Project Noma Hunter' s Landing —
2. Lochlion of land•dlslurbing activity: County Craven, New Bern City
or Townshlp . No. 8 and Filghway/Slrool Racetrack Road (SR#1 220)
9. Approximate date land-dlslurbing activity will be commenced: January 1 , 1995
A. Purpose of development (residential, commercial, Industrial, ole.) : Residential
Apartment Complex
G. Approxlmalo acroage of land to be disturbIad or uncovered ; 4. 69 Acres
"'. G. Has an erosion and sodimoniallon control plan boon filed ?Yes x No
7. Person to contact should sodlmonl control Issues orlso during land•dislurbing adivlty.
Name Charley Birkes Toleptsone ( 31 0) 534-1 294
G. Landowner (s) of Record ( Use blank page to Ilsf additional owners.);
Housing. Resource Corporation
Name (s)
23505 South Crenshaw Blvd. Suite 153
Current Melling Address Curronl Slrool Address
Torrance CA 90505
City Slalo ZIP City Slalo. ZIP
9, neoorded In Do ad Book No. 1488 Pago No. 146
earl B.
1. Parson(s)or Ilrms (s)who aro Ilnanclally rosponsibio for This land•dlslurbing adlvNy(Uso Ilia blank page to Iisl
eddrilonal parsons or Ilrms):
Housing Resource Corporation
Name of Parson (s)or Firm (s)
23505 South Crenshaw Blvd. Suite 153
Mnittng Address Slrool Address
Torrance CA 90505
City Slola ZIP oily Stale ZIP
Telephone ( 31 0 ) 534-1 294 Tolophono
I
Pg- 11
_I

2. (a) It the Financially Responsiblo f ody Is a Corporalion give name and etrool address of the Req sleeo
Ageni.
charley_ Birkes
Name .. '
23 5 South Crenshaw Blvd. suite
lraolAddress
Malting Address
Torrance CA 90505
Clly lo
Cily Slala ZIP
Sla ZIP
( 310) 534-1294 Tolephano
Telephone
(b) It the Flnanclaiiy Responsible Party Is a Partnership give Ilia name and drool address of each Oaneral
Puiner ( Use blank paoe to list additional partners.):
I '
Narpe
Melling Address Street Address
Slala ZIP
City City Sloio Zlp
Telephone
T elephone
The above Information Is true and correct to Ilia besl of my knowledge end brill'ol and was provided by me
under oath. ( This form must be signed by Ilia financially responsible parson II an Individual or his aliorneyln•
faci or If I an
merits for the linan sponslblo Perron I ap oo to providey an corroded registered Infolrmation sh
vidualould hould there be a le srny
change In the Information provided herein,
' Agent
G. Michael Morton TIIIoorAuthority
type or print name
Signature Dole
i I, Am E Stewart
a Notary Public of Iho County of Jones
app a of North Carolina, hereby comity that
G. Michael Morton
I appeared personally before ma this day and being duly sworn acknowledged trial Iho above lormwas.exe•
' culed by him.
Witness my hand and notarial soul, II s 5 day of Dece/mber�r 10 95
E'STeI
q .Nolary
,� Q�• .,•....... , .9� .;
sill
Z NOTARY Mycommisslonexpiros 11-27-99
. z PUBLIC V
0,N�,NO�,,,P�p, p4- 12
I

r .
DIVISION OF ENVIRONMENTAL MANAGEMENT
' NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
S. GENERAL INFORMATION:
I. Project Name: Hunter' s Landing
2. Project Location: (County, State Road, Address) New Bern, No. 8 Twp. ,
Craven Co. , N.C. (Racetrack Road - SR#1220)
I
3. Owner's Name: Housing Resource Corporation Phone: ( 310) 534-1294
4. MailingAddress: 23505 South Crenshaw Blvd. "Suite 153
City Torrance state CA Zip 90505
5. Application Date 12/05/95 3 0�
' on : Fee Submitted f J _
7. Nearest Receiving Stream: ✓
Class:
S. Project Description: Re si den i a"Partment Complex
II. PERMIT INFORMATION /
I. Permit No. (will be completed by DEM) : 5W 7 9SI 2 O l /jfLp�Z11-Aw
2. Permit Type: X New Renewal !!
Modification (existing permit no. )
3. Project Type: Low Density X Detention
Infiltration Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
x Sediment/Erosion Control CAMA Major 404 Permit
III. PROJECT BUILT UPON AREA
I
Drainage Drainage
Basin Basin Breakdown of Impervious Areas
Classification Buildings 26,851 Sq.Ft.
Allowable Impervious Roads
Total Project Area 204,460 Sq.Ft. Parking 59,500 Sq.Ft.
Proposed Impervious 93, 951 Sq.Ft. Other 7, 600 Sq. Ft. Concrete
% Impervious Area 45. 999A Totals 93,951 Sq.Ft`
L
Pg. 13

IV. STORMWATER TREATME14T (Describe how runoff will be treated) : -
_Run-off will be treated via detention pond on site
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
i
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
I. G. Michael Morton certify that the
(P Lease print name clearly)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the jbelow named person or firm to submit stormwater pla s on my
behalf. / 6A, .(,�,.Iv`y. ,f %� �li J
Ow r Authorized Agent Signature and Title Date
AUTHORIZED AGENT
Person or Firm Name: Morton Associates, Inc.
Mailing Address: P.O. Box 5162
city TPc• RPrn State N.C. zip 28560
Phone: ( 919 ) 633-3068
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-
Pg. 14

ATTACHMENT A
LOW DENSITY PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
1. A completed coastal stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date,
property/project boundaries clearly marked, contours, drainage basins, mean
high water line, wetlands, easements, a minimum 30' buffer between surface
waters and proposed impervious areas, and road cross-sections.
3. Calculations of the built-upon area. For subdivisions, please show the
methodology for arriving at the per lot built-upon area. For non-
subdivision projects, break down the calculation into buildings, roads,
parking and other (include all impervious areas) .
' 4. Low Density projects with curb and gutter will require:
- drainage basins and swale locations delineated on plans
- detail of swales (minimum 100 l.f. and 5:1 side slopes)
- velocity calculations
- 'inlet-outlet elevations
- type of grass cover
DEED RESTRICTION REQUIREMENTS
The following items must be included for all low density projects:
No more than 94, 000 square feet of any lot, including that portion of
the right-of-way between the edge of pavement and the front lot line, shall
be covered by impervious structures, including asphalt, gravel, concrete,
brick, stone, slate or similar material, not including wood decking or the
water surface of swimming pools. This covenant is intended to ensure
compliance with the stormwater permit issued by the State of North Carolina.
The covenant may not be changed or deleted without the consent of the State.
NOTES:
1. If lot sizes vary significantly, owner should provide attachment with lot
number, size and allowable impervious area for each lot.
2. No one may fill in or pipe any roadside swales or lot line swales, except
as necessary to provide a driveway crossing.
3. For curb and gutter projects, no one may pipe, fill in or alter any lot line
swale used to meet North Carolina stormwater Permit requirements.
Pg. 15

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Pg.
16

I '
POND MAINTENANCE REQUIREMENTS
Project Name: Hunter's Landing
Location: Racetrack Road, New Bern, N.C.
Responsible Party: Mr. Charley Birkes
Address: Housing Resource Corporation
23505 South Crenshaw Boulevard
Suite 153
Torrance, CA 90505
Phone Number: ( 310 )534-1294 Project Number: 1134
I. Inspect monthly, or after every runoff producing rainfall event, whichever comes first
A. Remove debris from the trash rack.
B. Check and clear the orifice of any obstructions. If a pump is used as the
drawdown mechanism, check for pump operation.
C. Check the pond side slopes; remove trash, repair eroded areas before the nest
rainfall event.
D. If the pond is operated with a vegetated filter, check the filter for sediment
accumulation, erosion and proper operation of the flow spreader mechanism,
Repair as necessary.
II. Quarterly
A. Inspect the collection system (i.e., catch basins, piping , grassed swales) for
proper functioning. Clear accumulated trash from basin grates, and basin
bottoms, and check piping for obstructions.
B. Pond inlet pipes will be checked for undercutting, riprap will be replaced, and
broken pipes will be repaired.
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice
a year as necessary. Eroded areas will be repaired immediately.
I
Pg. 17

POND MAINTENANCE REQUIREMENTS
PAGE NO. 2
PROJECT NO. 1 1 3 4
III. Every Six (6)Months
A. Remove accumulated sediment from the bottom of the outlet structure.
B. Check the pond depth at various points in the pond. If depth is reduced to 75%
of original design depth, sediment will be removed to at least original design
depth.
IV. General
A. Mowing of the side slopes will be accomplished according to the season.
Maximum grass height will be 6".
B. Cattails, and other indigenous wetland plants, are encouraged along the pond
perimeter, however, they must be removed when they cover the entire surface
area of the pond.
C. The orifice is designed to draw down the pond in two to five days. If
drawdown is not accomplished in that time, the system may be clogged. The
source of the clogging must be found and eliminated.
D. All components of the detention pond will be kept in good working order.
V. Special Requirements
Pg. 18

POND MAINTENANCE REQUIREMENTS
PAGE NO.3
PROJECT NO. 1134
I
I, G. Michael Morton hereby acknowledge that I am the financially responsible
party for maintenance of the detention pond. I will perform the maintenance as outlined
above, as part of the Certification of Compliance with Stormwater Regulations received
for this project.
Signature: X / I,/i,� L' ("J � �,��''',` �— Date: 1 l < `'i �
I, Amy E. Stewart a Notary Public for the State of North Carolina
County of Jones , do hereby certify that G. Michael Morton
personally appeared before me this 5 day of December , 199 and acknowledge
the due execution of the foregoing instrument. Witness my hand and seal.
) • s (Notary Public) (seal) +°°°°°Qts�...........,
My Co fission Expires 1 1-27-99
NOTARY
2 ' PUBLIC +J
p�O NO?` .°.
i
I
Pg. 19
�I

RAYBON ENGINEERING
Civil - Environmental - Marine
1212/95
Hunter's Landing
Pond Calculations Units Symbols & Governing Equates
Total Site Area 4.69 ac TA
Building Area 0,59 ac BA
Green Area 2,37 ac GA
Parking Area 1.73 ac PA
Proposed Pond Depth 6.00 ft Oµ / S
Percent Impervious 49.47 ° (TA-GA)*100/TA
Surface Area/Drainage Area % 2.67 % SA/DA (from Chart 4 90% TSS removal)
Required Surface Area @ P.P. El. 5 50.66 sq ft SA/DA*TA*43560/100
Approximate runoff volume for
1"Storm 9828.23 cubic ft V=[(BA*1)+(PA*,95)+(GA*.2)]43560/12
Permanent Pool Surface Area 5588.00 sq ft PSA (from site plan)
Surface Area 2'Above P.P. Surface 7500.00 sq ft SA2 (from site plan)
Design Storage Depth (V Storm)) 1.50 ft DSD=[2/(PSA+SA2)]V
Permanent Pool Elevation v 15.40 ft (from site plan)
Design Storage Elevation 17.00 ft (from site plan)
Top Bank Elevation 19.00 ft (from site plan)
Bottom Elevation 9.40 ft (from site plan)
Design Pool Surface Area 7100.00 sq ft (from site plan)
Drawdown Outlet Size
Area (2 day drawdown) 1.96 sq in A2=(Q/Cd)/(2gh)A.5
where Q=V/time, Cd=.60, h=DSD/2
time=172800 seconds (2 days)
Diameter Of Orifice (2 day drawdowi 1.58 in D2=2*(A2/PI)A.5
Area (5 day drawdown) 0.79 sq in A5=(Q/Cd)/(2gh)A.5
where Q=V/time, Cd=.60, h=DSD/2
time=432000 seconds (5 days)
Diameter Of Orifice (5 day drawdowi 1.00 in D5=2*(A5/PI)A.5
Final Orifice Diameter 50 in
Pg. 20

Data for Hunter's Landing Page 1
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 .20 000000 (r) 1986-1994 Applied microcomputer Systems
� RATERSHED ROUTING
El
OSUBCATCHMENT REACH Q POND LINK
i
SUBCATCHMENT 1 -> POND 1 X,Y = . 7 2. 9 <1 2>
LEACH 1 -> X,Y = 3 . 4 . 4 <1 2>
POND 1 -> REACH 1 X,Y = . 9 . 7 <1 2>
Pg. 21
i

Data for Hunter's Landing Page 2
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 20 000000 (c) 1986-1994 Applied Microcomputer Systems
RUNOFF BY SCS TR-20 METHOD: TYPE II 24-HOUR RAINFALL= 6.0 IN, SCS U.H.
RUNOFF SPAN = 0-25 HRS, dt= .10 HRS, 251 POINTS
SUBCAT AREA Tc WGT'D PEAK Tpeak VOL
, NUMBER (ACRE) (MIN) --GROUND COVERS (%CN)- CN C (CFS) (HRS) (AF)
i
1 4 . 69 62 .5 49%98 51%80 - - 89 .85 11 . 3 12 . 58 1 .85
I
I
I
I
Pg. 22

Data for Hunter's Landing Page 4
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 . 20 000000 (c) 1986-1994 Applied Microcomputer Systems
POND ROUTING BY STOR-IND METHOD
j POND OUTLET START FLOOD PEAK PEAK ---PEAK FLOW---
NO. DEVICES ELEV. ELEV. ELEV. STORAGE Qin Qout ATTEN. LAG
(FT) (FT) (FT) (AF) (CFS) (CFS) M (MIN)
1 2 15. 4 19.0 18 . 2 . 44 11 . 3 10.9 4 8. 1
r
I
Pg. 24

Data for Hunter's Landing Page 5
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 . 20 000000 (c) 1986-1994 Applied Microcomputer Systems
I
LINK Qout
NO. NAME SOURCE (CPS)
I
i
I
I
f
i
I
II
Pg. 25

Oata for Hunter's Landing Page 6
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 20 000000 (c) 1986-1994 Applied Microcomputer Systems
3UBCATCHMENT 1 lot
PERCENT CN C= . 85
49. 47 98 roof and parking SCS TR-20 METHOD
50.53 80 grass TYPE II 24-HOUR
100.00 89 TOTAL AREA = 4. 69 AC RAINFALL= 6 .0 IN
PEAK= 11. 3 CFS @ 12 . 58 HRS
VOLUME= 1 . 85 AF
SPAN= 0-25 HRS, dt=. 1 HRS
4ethod Comment T (min)
TR-55 SHEET FLOW entire acreage 62 .5
crass: Short n=. 15 L=610' P2=4 . 3 in s=. 005 '/'
i
SUBCATCHMENT 1 RUNOFF
lot
11
10 AREA= 4 .69 AC
9 Tc= 62. 5 MIN
8 CN= 89
7 C= . 85
6 SCS TR-20 METHOD
3 5 TYPE II 24-HOUR
0 4 RAINFALL= 6 .0 IN
J
L- 3
2 PEAK= 11 . 3 CFS
1 @ 12 . 56 HRS
= 1 . 65 AF
em N d' 0 m m N V 0 03 m N V
TIME (hours)
i
Pg. 26

( Data for Hunter's Landing Page 7
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 20 000000 (cl 1986 1994 Applied Microcomputer Systems
SUBCATCH14ENT 1 lot
RUNOFF PEAK= 11. 3 CFS 0 12 .58 HOURS
HOUR 0 . 00 . 10 20 30 40 50 60 70 80 90
0.00 0 .0 0.0 0.0 0.0 0.0 0 . 0 0.0 0. 0 0 . 0 0.0
1 .00 0.0 0 .0 0.0 0 . 0 0.0 0. 0 0 .0 0. 0 0 . 0 0. 0
2.00 0 .0 0.0 0. 0 0.0 0 .0 0. 0 0.0 0 . 0 0. 0 0.0
3 .00 0 .0 0.0 0.0 0.0 0.0 0. 0 0. 0 0 . 0 0 . 0 0 .0
4. 00 0.0 0.0 0. 0 0 . 0 0 . 0 0. 0 0.0 0.0 0. 0 0. 0
5.00 0 .0 0.0 0.0 0.0 . 1 . 1 . 1 . 1 . 1 . 1
6. 00 .1 .1 . 1 . 1 .1 . 1 .1 .1 .1 .1
7.00 . 2 . 2 .2 .2 . 2 . 2 . 2 .2 . 2 .2
8.00 . 2 . 2 .2 . 3 . 3 . 3 . 3 . 3 .3 . 3
9.00 .3 . 3 . 4 .4 .4 .4 .4 . 5 . 5 . 5
10.00 .5 .5 . 5 .6 .6 . 6 .7 .7 .7 .8
11. 00 .8 .9 .9 1 . 0 1. 1 1 . 2 1 . 3 1.5 1. 7 2. 3
12.00 3 .2 4.7 6. 5 8 . 5 10. 2 11.1 11 .3 10.9 10. 1 8 . 9
13.00 7 . 7 6 .5 5.6 4.9 4. 3 3 . 7 3 . 3 2.9 2.6 2.4
j 14.00 2 .1 2 . 0 1.8 1.7 1.5 1.4 1.4 1 . 3 1. 2 1.2
15.00 1 .1 1 . 1 1.0 1 .0 . 9 . 9 .9 .9 . 8 . 8
16. 00 .8 . 8 .8 . 7 .7 .7 .7 . 7 .7 .7
17.00 .6 . 6 .6 . 6 .6 . 6 .6 . 6 . 6 . 6
18.00 .6 . 5 .5 .5 .5 . 5 .5 .5 .5 .5
19 .00 .5 .5 .5 . 5 . 5 .5 .4 . 4 . 4 .4
20.00 .4 . 4 .4 .4 .4 . 4 .4 .4 . 4 .4
21.00 .4 .4 .4 . 4 .4 . 4 . 3 . 3 . 3 . 3
22.00 . 3 . 3 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3
23.00 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3
24 .00 . 3 . 3 .3 . 3 . 3 . 3 . 2 . 2 . 2 . 1
25.00 .1
I
Pg. 27

Data for Hunter's Landing Page 8
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 . 20 000000 (c) 986-1994 Applied Microcomputer Systems
( REACH 1 v shaped channel
i DEPTH END AREA DISCH
_(FT) (SO-FT) (CFS) 0' x 2' CHANNEL STOR-IND METHOD
0.0 0 . 0 0.0 SIDE SLOPE= . 33 '/' PEAK DEPTH= 1 . 09 FT
.2 .1 . 1 n= .033 PEAK VELOCITY= 3 . 0 FPS
.4 .5 . 7 LENGTH= 50 FT TRAVEL TIME = . 3 MIN
.6 1 . 1 2.1 SLOPE= .01 FT/FT Qin = 10 . 9 CFS @ 12 .72 HRS
. 9 2 . 2 5.6 Qout= 10 . 9 CFS @ 12.72 HRS
1. 2 4.4 13 .5 ATTEN= 0 % LAG= .1 MIN
1.6 7. 8 29.1 IN/OUT= 1 .58 / 1 .58 AF
2.0 12 .1 52 .7 SPAN= 0-25 HRS, dt=.1 HRS
I
REACH 1 DISCHARGE
v shaped channel
I 2 .0
1 . 8
1 .6
1 . 4
1 . 2
= 1 .0
Lu
o . 6 0' x 2' CHANNEL
. 4 SIDE SLOPE= . 33 '/'
2 n= . 033 L=50' S= . 01
0 .0m in m in m in m to m in m
DISCHARGE (cfs)
REACH 1 INFLOW 8 OUTFLOW
v shaped channel
10 0' x 2' CHANNEL
9 DE SLOPE= . 33 '/'
8 1 = . 033 L=50' S=. 01
7
u 6 STOR-IND METHOD
5 VELOCITY= 3 FPS
TRAVEL= . 3 MIN
0 4
LL 3 Qin= 10 . 9 CFS
2 gout= 10. 9 CFS
1 LAG= . 1 MIN
am N V to Q] m N d' lD M m N V
N N N
TIME (hours)
Pg. 28

Data for Hunter's Landing Page 9
Prepared by =__________= HydroCAD SAMPLER 2 Dec 95
HydroCAD 3 . 20 000000 fcl 1986-1994 Applied Microcomputer Systems
r
REACH 1 v shaped channel
OUTFLOW PEAK= 10.9 CFS @ l 72 HOURS
HOUR 0. 00 10 20 30 40 50 60 70 80 90
0.00 0 . 0 0.0 0.0 0. 0 0 . 0 0.0 0. 0 0 . 0 0 . 0 0 .0
1.00 0 .0 0 . 0 0.0 0 .0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0
2.00 0 .0 0 . 0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0 . 0
3 .00 0 .0 0.0 0. 0 0. 0 0 . 0 0.0 0 . 0 0.0 0. 0 0 .0
I 4 .00 0. 0 0.0 0. 0 0 . 0 0 . 0 0 .0 0 . 0 0.0 0. 0 0 . 0
5.00 0 .0 0 . 0 0 .0 0. 0 0.0 0 . 0 0.0 0 . 0 0. 0 0.0
6. 00 0 .0 0 . 0 0. 0 0.0 0.0 0 .0 0.0 0.0 0 .0 0. 0
7.00 0. 0 0. 0 0.0 0 . 0 0 . 0 0.0 0 . 0 0.0 0.0 0 . 0
8.00 0 .0 0 .0 0.0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 .0
9 . 00 0 .0 0 .0 0 . 0 0.0 0.0 0. 0 0. 0 0. 0 0 . 0 0 . 0
10 .00 0 . 0 0 . 0 0. 0 0. 0 0 .0 0.0 0 .0 0. 0 0.0 0 . 0
11.00 0. 0 0.0 0 .0 0 . 0 0.0 0.0 0. 0 0.0 0. 0 0 .0
12. 00 .1 . 4 1 .5 3 . 5 6. 2 8. 7 10 . 3 10 . 8 10 . 6 9 .9
13 .00 8 .9 7. 9 6 .9 6.0 5. 3 4 . 7 4. 2 3 . 7 3 . 3 3 . 0
14 .00 2 . 7 2 . 5 2 . 3 2.1 2.0 1 .8 1. 7 1.6 1 .5 1. 4
15.00 1 . 3 1. 3 1.2 1 . 2 1 . 1 1.1 1 . 0 1.0 1 .0 . 9
16.00 .9 .9 .9 . 8 . 8 . 8 .8 .8 . 7 .7
17.00 .7 . 7 . 7 .7 .7 . 7 .6 . 6
18 .00 . 6 .6 . 6 . 6 .6 .6 .6 .5 . 5 . 5
19.00 . 5 .5 .5 . 5 . 5 .5 .5 .5 .5 . 5
20 . 00 .5 . 4 .4 .4 . 4 . 4 .4 .4 . 4 .4
21.00 . 4 .4 .4 .4 .4 .4 .4 . 4 . 4 . 4
22. 00 .4 .4 .4 . 4 .4 .4 .4 .3 . 3 . 3
23 .00 . 3 .3 .3 . 3 . 3 .3 . 3 . 3 . 3 . 3
24 .00 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3
25.00 . 3
I
Pg. 29

Data for Hunter's Landing Page 10
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
HydroCAD 3 . 20 000000 (c) 1986-1994 Applied Microcomputer Systems
POND 1 pond
( STARTING ELEV= 15.4 FT
FLOOD ELEV= 19. 0 FT
ELEVATION CON.AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SP) (CF) (CF) PEAK ELEVATION= 18.2 FT
15 . 4 5588 0 0 PEAK STORAGE = 19299 CF
16 . 4 6513 6045 6045 Qin = 11 . 3 CFS @ 12 . 58 HRS
17 . 4 7500 7001 13045 Qout= 10 . 8 CFS @ 12 . 72 HRS
19.0 9000 13182 26227 ATTEN= 4 % LAG= 8 . 3 MIN
IN/OUT= 1 . 85 / 1 .58 AF
SPAN= 0-25 HRS, dt=.1 HRS
INVERT (FT) OUTLET DEVICES
17. 0 143 DEG V-NOTCH WEIR
Q=2 . 47 TAN(Theta/2) H^2. 5
15. 4 1.5" ORIFICE
1 Q=. 6 PI r^2 SQR(2g) SQR(H-r)
TOTAL DISCHARGE (CFS) vs ELEVATION
FEET 0 . 0 . 1 2 3 4 5 6 7 8 9
15.4 0. 00 .01 .02 .03 . 03 .04 .04 . 05 .05 . 05
16.4 . 06 . 06 . 06 . 07 .07 .07 . 07 .10 . 21 .44
f 17.4 . 83 1. 39 2 .14 3 .11 4 . 32 5. 76 7.48 9 . 46 11 . 74 14 . 32
i 18 .4 17 . 22 20 . 45 24 . 01 27 . 92 32. 20 36. 84 41. 87
POND 1 DISCHARGE
pond
1 9 . 9 -f-I ood e I ev .- - - - - - - - - - - -
18 . 8
18 . 6
18 . 0
17 . 8
17 . 6
0 17 . 0 143 DEG U-NOTCH WEIR
. 8 - - - - - - - - -
17
16 . 6
w 16 . 4 -
-1 16 . 2
Ld 16 . 0
15 . 8
15 . 6 1 . 5" 0 IFI E
I S . 4m t) m n m n m in m
N N m m v
DISCHARGE (cf5)
Pg. 30

Data for Hunter's Landing Page 11
Prepared by =__________= HydroCAD SAMPLER ________________ 2 Dec 95
r HydroCAD 3 20 000000 (c) 1986-1994 Applied Microcomputer Systems
POND 1 INFLOW & OUTFLOW
pond
it
19 LE
METHOD
g 18 . 2 FT
_ 8
299 CF
1 . 3 CFS
5 0 . 8 CFS
5 8 . 3 MIN
0 42
1
em N V' 0 Co m N d- 0 m m N V
TIME (hours)
I
POND 1 pond
OUTFLOW PEAK= 10. 8 CFS @ 12 .72 HOURS
HOUR 0. 00 . 10 . 20 . 30 .40 50 60 70 . 80 .90
0. 00 0 .0 0 .0 0.0 0. 0 0 . 0 0 . 0 0 . 0 0 .0 0 .0 0 .0
1 . 00 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0 . 0 0. 0
2. 00 0 .0 0 .0 0 .0 0. 0 0 . 0 0 . 0 0 . 0 0 .0 0. 0 0 .0
3 .00 0 . 0 0 .0 0. 0 0.0 0.0 0.0 0 .0 0 . 0 0 . 0 0.0
4. 00 0 .0 0.0 0 .0 0.0 0. 0 0. 0 0 . 0 0 .0 0.0 0.0
5. 00 0 .0 0 .0 0. 0 0.0 0.0 0.0 0.0 0 . 0 0.0 0. 0
6. 00 0 .0 0.0 0 .0 0 . 0 0 . 0 0 . 0 0 . 0 0.0 0 . 0 0 .0
7. 00 0 .0 0 .0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0
8. 00 0 .0 0.0 0.0 0 .0 0 . 0 0. 0 0 .0 0.0 0 . 0 0 . 0
9 .00 0 .0 0 .0 0 . 0 0 . 0 0. 0 0. 0 0 . 0 0 .0 0 . 0 0 . 0
10. 00 0 . 0 0.0 0.0 0. 0 0 . 0 0 . 0 0 .0 . 1 . 1 . 1
11. 00 .1 .1 .1 . 1 . 1 . 1 . 1 .1 . 1 . 1
12. 00 .1 .3 1. 2 3 .1 6 .0 8.6 10. 2 10 . 8 10.6 9.9
13. 00 8 .9 7.8 6.8 6 . 0 5. 3 4 . 7 4. 1 3 .7 3 . 3 3 . 0
14. 00 2 .7 2 .5 2. 3 2. 1 2. 0 1 .8 1.7 1 . 6 1 .5 1 .4
15 . 00 1 . 3 1. 3 1.2 1 . 2 1 . 1 1 . 1 1.0 1 . 0 1 .0 .9
16. 00 .9 . 9 . 9 . 8 .8 . 8 . 8 .8 . 7 . 7
17 . 00 .7 .7 .7 . 7 .7 .7 .6 . 6 .6 .6
18. 00 . 6 . 6 . 6 .6 .6 . 6 . 6 .5 . 5 . 5
19 . 00 .5 .5 .5 .5 . 5 .5 .5 . 5 .5 . 5
20 . 00 . 5 . 4 . 4 .4 . 4 . 4 . 4 . 4 . 4 .4
21 . 00 .4 .4 .4 . 4 . 4 .4 . 4 . 4 . 4 . 4
22. 00 . 4 . 4 . 4 .4 .4 . 4 . 4 . 3 . 3 . 3
23 . 00 .3 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3
24. 00 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3
25. 00 . 3
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Brief Explanation: f/U,UT626 GANyin/� y t�yCET/Z�c� i?oI D Mew 60RIV
NET DETENTION POND
I. Yes No The design storage is for the runoff from all surfaces resulting from )-inch of rainfall and is located above th
permanent pool.
2. Yes )To The pernanent pool is designed for OSL TSS rca:oval,
i
3. 1'es No • The runoff completely draxs doxn to the pernanent pool in 2 to 5 days.
4. Yes Ito The eean depth is ! 3 feel.
S. Ye: No The inlet structure. is designed to mini:ni;e turbulence and short circuiting,
No All overflow and discharge flows through a vegetative filler it least 30 feet in length.
Ho A suale is used to provide ever, distribution of runoff over the length of the vegetalive filler.
I '
O.• Yrs No The slope and vidth of The vegelati're filter provides non-erosive flow for the 10-year 24-hr storx. will, a IP-hr
intensity.
?. Ycs !lo The (irsl 30 fret of the vegetative filler has a slope of SR or less.
10. Yes No The vegetative filler is natural, prassc•d or artificially planted xetland vegetation.
IT. Yes No Infiltration sxales arc used where practicable for prctrcalneht of runoff,
I
12, a No An appropriate operation and maintenance plan has been provided for the systen.
15, Ycs No MIS PROJECT NEETS THE STORMIER CO! ROI REQOIEENENTS OF IS NCAC 2H . (o), (i), (j), lk), aad !ii F:• ;-es, I
through 12 must all be circled
Prief Explanation:. •49Acre commercial Site treated by a detention pond on-site.
(Attach additional sheets if necessary.)
�I
NVISION OF ENVIROHBENTAL YDNAGENENT SIGN-OFF
Regional Office .
Dale Individual Evaluative Form / Plans
i
Dale Regional Rater Duality Supervisor
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