SW6110808_HISTORICAL FILE_20110907

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �Q1/DG
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
VP HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATECl��y7
YYYYMMDD

sr
NC®ENR
North Carolina Department of Environment and Natural
Beverly Eaves Perdue
Governor
Mr. Timothy D'Annunzio
Paraclete Real Estate Holdings, LLC
925 Doc Brown Road
Raeford. NC 28376
Division of Water Quality
Coleen H. Sullins
Director
September 7, 2011
Subject: Stormwater Permit No. SW6110808
Paraclete Landing
High Density Subdivision Wet Pond Project
Hoke County
Dear Mr. D'Annunzio:
®ENR-FRO
OCT 1 1 2011
.• !
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Paraclete Landing on September 6, 2011. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000
and Session Law 2006-246. We are forwarding Permit No. SW6110808, dated September 7, 2011, for the
construction, operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until September 6, 2021, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for inspection 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.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Brian Lowther at [phone]; or
[e-mail].
Sincerely,
for Coleen H. Sullins
cc: Fayetteville Regional Office
SW6110808 File
ec: Jarrod E. Hilliard, PE, CFM — Hobb, Upchurch & Associates
Wetlands and Sto'mwater Branch t North
1617 Mail Service Center, Raleigh, North Caroina 27t. 19-1617 1. V Orel l C011111
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 //
Phonea19.807-63001FAX :919V7-64941Customer Service 1-877-623-6748 A at`lra���
Irterne; w .ncwaterqua;ty.org CC�� �/
An Equal Opportunity 1 Affumalive Action 2mployer

State Stormwater Permit
Permit No. SW6110808
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Paraclete Real Estate Holdings, LLC
Paraclete Landing
0.23 mi. from the intersection of Hwy 401 and Brock Rd. (SR 1317)
Raeford, NC - Hoke County
FOR THE
construction, operation and maintenance of a (one) wet detention pond(s) in compliance
with the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on 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 September 6, 2021 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 1.5 of this permit. The subdivision is permitted for
98 lots, each allowed a maximum of 2,800 square feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 61.0
Onsite, ft2: 1,469,278.8
Offsite. ft2: 1,182,316.8
b. Total Impervious Surface, ft2: 531,806.0
Page 1 of 8

State Stormwater Permit
Permit No. SW6110808
C.
d.
e.
f.
h.
i.
k.
I.
M.
n.
o.
P.
Lot BUA, ftZ:
Roads/Parking, ftZ:
Other, ftZ:
Offsite, ftZ:
Average Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ftZ:
Permitted Storage Volume, ftJ:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
274,400
146,851
25,952
84,603
9.25
90%
1.0
245.50
138376
379:822 at temporary pool
248.00
3" O pipe
1,279,645
270,351
1HP
Stewart's Creek / Cape Fear
18-31-21
..C„
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(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.
The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
a. Further ^ubdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
Page 2 of 8

State Stormwater Permit
Permit No. SW6110808
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.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. 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.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
14. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
Sta'.e Stormwater Management Pc=it Number 1SW6110808, as issued by
the Division of Water Quality under the stormwater rules.
Page 3 of 8

State Stormwater Permit
Permit No. SW6110808
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 2,800 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling water from the fountain must be centered in the pond, away frorr
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1 HP.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Sea tonal High Water Table elevation and the infiltration rate.
Upor the successful completion of a permit modification, the individual lot owners
that request to utilize, perreable pavements must submit the necessary forms
Page 4 of 8

State Stormwater Permit
Permit No. SW6110808
and documentation to the permittee and receive approval prior to construction of
the permeable pavement.
III. GENERAL CONDITIONS
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 completed Name/Ownership Change form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on its
merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
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.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Page 5 of 8

State Stormwater Permit
Permit No. SW6110808
Permit issued this the 7th day of September 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Permit
Permit No. SW6110808
Paraclete Landing Page 1 of 2
Stormwater Permit No. SW6110808
Hoke County
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Permit
Permit No. SW6110808
Certification Requirements:
Page 2 of 2
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, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Fayetteville Regional Office
Hoke County Building Inspections
Page 8 of 8

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Application Completeness Review
First Submittal ❑ Re -submittal Date Received
Development/ProjectName: PAAA CLETE Q
Receiving stream name a R[
River Basin: CA Pc_ /= e_Aie
Date Reviewed: s 1W /r By Bill Diuguid WFh"A
Classification:
For post -construction requirements, a program will; be, deemed compliant for the areas where it is
implementing any of the following programs:;WS'I, WS-ii;`ws-III, Ws -IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 35 0 2 09 •i — 1 "> 9 Ore a/ W Jurisdiction IrA E'oRd H oke
Project Address: Alzao- jW Taa sFcn u a" ryr/ /toi d RAO CK Rn . PALFD en z B OG
rc Engineer name and firm: .T ao� 0B3
Phone: 4/0 —61 Y2 —55 / G Email: ' ! s com
Is the project confirmed to be in the State MSI Stormwater Permit jurisdictio ? tr3'Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets igh Density ❑ Other
-a- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter an or a d info letter)
VUA 30. #-EVn
heck for $505.00 included
L' Original signature (not photocopy) on application
3" Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC ember/manager Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.ne.us/corporations/thepage.aspx
If an agent signs the application, a signed ,letter Voi i uthgriization from the applicant must be provided which
includes the name, title, mailing address and phone,numtier,of the person signing the letter.
or subdivided projects, a signed and notarized deed restriction statement
:/ sled, signed & dated calculations
— Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Rooftop Runoff Management
❑ Dry Detention Basin
❑ Sand Filter
❑ Filter Strip
❑ Stormwater Wetland
❑ Grass Swale
Lk*et Detention Basin ro P5 7XV
❑ Infiltration Basin
❑ Low Density
❑ Infiltration Trench
❑ Curb Outlet
❑ Level Spreader
❑ Off -Site
❑ Permeable Pavement
❑ NCDOT Linear Road
❑ Restored Riparian Buffer
:si
,Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
t' Soils report provided
.--a—Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
,,adjacent property
a'details for the roads, parking area, cul-de-sac radii,-, sidewalk widths, curb and gutter;
Dimensions & slopes provided"tler';,;r,tQ:;.;
ZKDrainage areas delineated ❑ Pernotis and,imperyious reported for each ❑ Areas of high density
rd MP operation and maintenance agreemerits provided'
application complete ❑ Applidation Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

I'4I ..1.
SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density projects
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain:
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .10018(c) rs, c.r r.
❑ All built -upon areas are at least 30 feel landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other ir6gfri6tive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as, required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
May 5, 2011 Revision, Bill Diuguid

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PARACLETE LANDING SUBDIVISION STORMWATER MANAGEMENT
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PARACLETE LANDING —STORMWATER NARRATIVE
August 22, 2011
PURPOSE OF PROJECT:
The purpose of this project is to construct a single-family residential development
including streets with concrete curb and gutter, sidewalks on one side, water system,
sewer system, stormwater collection system, and stormwater treatment system. Roads
within this development are intended to be accepted and taken over by NCDOT and
included in the state roadway system. The total re -zoned property for this project is
33.73 acres. 98 single-family lots are proposed for the development.
LOCATION OF PROJECT:
The project is located approximately 13 miles west of Fayetteville off of Highway 40l
(Raeford Road/Fayetteville Road) The property is located off of Brock Road.
Coordinates for the property are Latitude: 35-02'-05.62"N, Longtitude: 79-06'-28.78"W.
EXISTING TERRAIN/SOILS/HYDROLOGY:
The project lies within an extremely flat terrain. Slopes average 0.5%-1.0% across the
project. Soils within the project area are mainly sandy with portions being a loam or
loamy sand.
The closest receiving stream is Stewart's Creek which is part of the Cape Fear River
Basin. Stewart's Creek has a stream classification of `C' per the NCDENR-DWQ stream
classifications tables.
Stormwater runoff from the site is fairly low with good permeability of existing soils and
good existing vegetative cover.
STORMWATER REQUIRMENTS:
The project lies within a Phase II area of the NCDENR-DWQ stormwater management
program. A wet detention basin designed for 90% TSS is proposed for stormwater
treatment for the project.
A minimum storage volume sufficient to retain the first 1" of runoff is provided. Post -
development discharge will be limited to the 1-yr, 24-hour pre -development runoff rate.
Additional storage will be provided in the basin for larger storms to satisfy NCDOT
discharge requirements to Highway 401 and as part of overall good Engineering practice.

North. Carolina
Beverly Eaves Perdue
Governor
Mr. Jarrod E. Hilliard, PE, CFM
Hobbs, Upchurch & Associates, Pa
300 SW Broad Street
Southern Pines, NC 28387
Dear Mr. Hilliard:
rA
MCDENR
Department of Environment and
Division of Water Duality
Coleen H. Sullins
Director
September 1, 2011
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6110808
Hoke County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on August 29, 2011. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. The now within the pond shall not short-circuit the pond. The current design is short-circuiting the
pond. Please revise.
2. The average pool depth of the pond is 9 feet. A very deep wet detention basin can become thermally
stratified and/or anoxic and release pollutants back into the water. An average pool depth of 3 feet to
7.5 feet is recommended as optimal. Please consider revising the average pool depth.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 16, 2011, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely, SUYv'v
/_5% . 2
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files
Wetlands and Slornwater Branch
1617 Mail Service Center, R:Irlgh, North Caro0a 2769q 1617
L nation: 512 N. Si 5sbury S Raleigh, North C .rorna 2 ;04
P ione: 919-807-Gs;O ;. FAX [phone] � C stomer: vice: 1-877-62, 6748
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Ai.'dqual Oppohunil;1 Affirmative ' Clion Employer
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Southeastern Soil & Environmental Associates, Inc.
P.O. Box Dui
F,ayePlevlRa, NC,293Tt
PeIORClFax {916j 922i54U
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June 3, 2011
Mr. Jarrod E. Hilliard, PE
Hobbs Upchurch Associates
300 SW Broad Street
Southern Pines NC 28387
Re: Hydraulic conductivity (permeability) analysis 8t seasonal water table determination
(SHWT) for stormwater retention area, Paradete Plats Subdivision, Brock Road, Hoke
County, North Carolina
Dear Mr. Hilliard,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property. The purpose of the investigation was to
determine soil water table depths (SHWT). In addition, Ksat was to be provided at
varying depths for use with stormwater retention pond design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept. -
Oct. 1989, "A Constant Pennearreeter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone' and Comparison of the Glover Solution with the Simultar"w
Equations Approach for Measuring Hydraulic Conductivity."
Soils at this site are most.similar to the Rains soil series (see attached boring log). One
boring was advanced to 10 feet. Seasonal High Water Table (SHWT) as determined by
evidence of colors of chroma 2 or less (and/or concentrations of high redox mottles) was
encountered at elevation 246.10 MSL.
Two compact constant head permeameter (CCHP) tests were conducted at depths ranging
from 7 to 8.5 feet. The two Ksat measurements in the C 1 horizon averaged 4.83 cm/hr.
SOUSSE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISICN PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISVBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION a DESIGN

The attached map shows locations of sample points as well as Ksat locations, The
attached chart provides a list or rireawred rates at the pond locatiorL
1 trust this is the information you require at this time.
Sincerely,
Mike Laker
President
\�t•;0W Gam/

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
FayefteyEe, NC 28311
P'Awe/Fax [phone]W
EnmII rte Bavu98a5tamadi.carn
Nfeasured Ksat rates, Paraclete Ptaza Subdivision, Brock Road, Hoke
County, NC
Ksat Ksat
Location De cmAr inlhr
1 84 5.01 1.972
1 102 4.65 1.831
s61Lsttf EV ujAnoN • SOIL PWSICAL ANALYSIS' LAND USEW8DV&w0N PLANNING
GROUNDWATER DRAINA4E1A1OU;4VMG • SUAFACE.SUMAFACE WASTE TREATMENT SYSTEMS. EVALUATKMN 3 DESIGN

Southeastern Soil & Environmental Associates, Inc,
P.O. Box 0321
FayeTWAito, NC_28311
PhMVFas (910) 622-04
Email n&4QsouUYeAftmsOP.cam
Typical Profile Description for Paradete Plaza Subdivision, Brock Road, Hoke
County, NC
This map unit consists of poorly drained soils that forted in loamy sediments on uplands,
Slope is less than 2 percent. Seasonal high water table (SHWT) is at the surface.
A - 0 to 4 inches-, very dark gray (IOYR 311) loamy sand; weak fine granular structure;
very friable; common fine and medium roots; abrupt smooth boundary.
Aft - 4 to 13 inches; gray (I OYR 5/1) loamy sand; week tine granular structure; very
friable; common fine and medium roots; abrupt smooth boundary.
Btgl - 13 to 35 inches; gray (IOYR 5/2) sandy clay loam; few fine Not brownish yellow
(IOYR 616) and few medium distinct strong brown (7.5YR 5/8) mottles; weak fine
subanguiar blocky structure; friable; gradual wavy boundary.
Btg2 - 35 to 42 inches; gray (IOYR 7/1) sandy clay loam; few fine faint brownish yellow
(IOYR 6/6), few medium distinct strong brown (7.SYR 5/8) and few medium prominent
red (2.5 YR 4/8) mottles; weak fine subangular blocky structure; friable; gradual wavy
boundary
BCg - 42 to 60 inches; gray (10YR WI) sandy loam; weak medium subangular blocky
structure; very friable; gradual wavy boundary.
Cgl - 60 to 110 inches; gray (10YR 6/1) sandy loam; few fine streaks of strong brown
(TM 518); massive; very friable; few fine and medium pockets of sandy clay loam and
sand; few fine pebbles.
C82 - 110 to 120 inches; gray (lOYR 6/1) fine sandy loam; few fine streaks of red (2,5YR
4/8); massive; very friable.
SHWT {a) 246,10 MSL (ground surface)
SOWSM EVALUAMI - SOtt PHYSICAL ANALYSIS - LAND USE SUBDIVCSION PLANNING
GROUKOWATER DRAMAGEIMOUNO"M - SURFAMSUBSURFACE WASTE TAEATIAENT SYSTEMS, EVALUATION a. DESIGN

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North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY of STATE
PO B*x 29622 Ralel9h, NC 2762"622 (919)eGT-2006
Date: 6/16/2011
Click here to:
View Document Filings I Sign Up for E-Notifications i
m
C! Pre -populated Annual Report Fillable PDF Form I File an Annual Report
Corporation Names
Name Name Type
NC PARACLETE REAL LEGAL
ESTATE HOLDINGS, LLC
Limited Liability Company Information
SOSID:
0867193
Status:
Current -Active
Effective Date:
9/18/2006
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: D'ANNUNZIO, TIMOTHY BRUCE
Office Address: 925 DOC BROWN RD
RAEFORD NC 28376
Mailing Address: 925 DOC BROWN RD
RAEFORD NC 28376
Principal Office
Office Address: 925 DOC BROWN RD
RAEFORD NC 28376
Mailing Address: 925 DOC BROWN RD
RAEFORD NC 28376
Officers
Title: MANAGER
Name: TIMOTHY BRUCE D'ANNUNZIO
Business Address: 925 DOC BROWN RD
RAEFORD NC 28376
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 230
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=S056648 6/16/2011

1?e+va.! 4a
Application Completeness Review
First Submittal ❑ Re -submittal Date Received:
Development/ProjectName: PIRA CL.ETE LR
Receiving stream name 5TEt,,(,F,e-r`s eME,
River Basin: CAPE /= EaR
Date Reviewed: 8 jD /t By Bill Diuguid UW
C,
For post -construction requirements, a program:wil)be d'qerned compliant for the areas where it is
implementing any of the following programs ;WS-I, WS-ii,, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 35 o Z OR 3/ W
Project Address: /VRa a. is 7-,z zrF n'o iv R of _11L BRoCK
Engineer name and firm: TAic20z� F. H,Yli.a d P£ , i406%
Is the project confirmed to be in the State MSI Stormwater Permit jurisdictioft? R Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets 9'Fiigh Density ❑ Other
-a- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter an or —acFd info letter)
t- j3UA 30, Yf V,
heck for $505.00 included
Original signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC emberlmanager Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed lettoro' Ufho zatidn from the applicant must be provided which
ai lace fit,. ..
includes the name, title, mailing address an phaone nd%ber of the person signing the letter.
�or subdivided projects, a signed and notarized deed restriction statement
la' healed, signed & dated calculations
p/Correct supplement and O&M provided fo_r each_BMP on site_(check all_that we[e_proyided &_number of each)._ _
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
a Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
E?*et Detention Basin fo % 7 S
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
2 two sets of sealed, signed & dated layout & finish grading plans with appropriate details
W Narrative Description of stormwater management provided
Q-� Soils report provided
—a—Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
.adjacent property
oetails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided tt� ri?,3,,,, �jjux
ka Drainage areas delineated ElPervioos Eln l p�ryious reported for each ❑ Areas of high density
MP operation and maintenance agreem.ents'piovided
Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

Hobbs Upchurch Associates
enymeenng I >I-lnnri Cj . urvey:no
August 23, 2011
Mr. Brian Lowther, Environmental Engineer
DWQ — Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Paraclete Landing Residential Subdivision
Stormwater Management Plan Permit Submittal
HUA No. HCI111.300. Stormwater
Dear Mr. Lowther:
On behalf of Paraclete Real Estate Holdings, LLC, please find enclosed the following:
1. One (1)-original of the Stormwater Management Permit Application Form
2. One (I) -copy of the Stormwater Management Permit Application Form
3. One (I) -original of the Deed Restrictions and Protective Covenants
4. One (I) -copy of the Deed Restrictions and Protective Covenants
5. One (I) -original of the Wet Detention Basin Supplement Form
6. One (I) -original of the Wet Detention Basin O&M Agreement
7. Check in the amount of $505.00 for application processing fee
8. One (I) -copy of signed, sealed and dated calculations
9. USGS Map for the project area
10. USDA, County Soils Survey Map
I I . Storm water Narrative
12. Two (2)-Copies of project plans
13. One (I) -Copy of the Geotechnical Soils Report
14. One (I) -Copy of the property deed
15. Ownership documentation from NC Secretary of State website
We respectfully request expeditious review and approval of the enclosed data for a storm water
management permit. If you have any questions, or need any additional information, please feel
free to contact me at this office.
Sincerely,
Hekbs, Upchurch & Associates, P.A.
hKod E. Hilliard, PE, CFM
cc: File
QRQC.-N. r �adP�
AUG 2 9 2011
DENR • WATER QUALITY
WETM WSAND STORI MIATER BRANCH
T: 910.692.5616 I F: 910.692.7342 1 300 SW BROAD STREET I SOUTHERN PINES, NC 28387 1 WWW.HOBBSUPCHURCH.COM
SUPERIOR PERFORMANCE THROUGH INNOVATIVE DESIGN