SW7061118_HISTORICAL FILE_20200611

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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Dtmmr
Mr. Jerry Pounds
5839 Elevation Road
Benson, NC 27504
Dear Mr. Pounds:
NORTH CAROLINA
Environmental Quality
June 11. 2020
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7061118
Falcon Bridge, Phase 1
Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7061118 for a stormwater treatment system consisting of three
bioretention areas serving Falcon Bridge, Phase 1 located off Highway 70 East in
Craven County expires on January 4, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
htt ://deq,nc gov/about/diyisions/ene_rgy-mineraI-land-resources/energy-mineral-land-
rules/stormwater-proeram/host-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger thorpeancdenr gov.
Sincerely,
f-.C7- "r- 2--'ex-zr
Roger K. Thorpe
Environmental Engineer
..LD
North Carotins Department of Envlm mental Q>lalhy I Division of Energy, Mineral and Land Reso=es
Washington Regional Offlm 1943 Washington Square Moll I Washington, North Ca Im& 21689
252.946.6481

r `t BUSINESS CORPORATION ANNUAL REPORT
m.3017 f
NAME OF BUSINESS CORPORATION: Jerry Pounds Construction, Inc.
0357764 W a x Only
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: NC E - Filed Annual Report
0357764
REPORT FOR THE FISCAL YEAR END: 1 2/3 .1 I /20 .1 19 CA202007302473
3/1312020 11:30
SECTION A: REGISTERED AGENT'S INFORMATION 0 Changes
1. NAME OF REGISTERED AGENT: Pounds. W.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS B COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
5839 Elevation Road
Benson, NC 27504 Johnston County
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Construction
5839 Elevation Road
Benson. NC 27504
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
5839 Elevation Road
Benson, NC 27504
S. PRINCIPAL OFFICE MAILING ADDRESS
5839 Elevation Road
Benson, NC 27504
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers In Section E.)
NAME: W Jerry Pounds NAME:
TITLE: President TITLE:
ADDRESS: ADDRESS:
5839 Elevation Road
Benson, NC 27504
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entjty, Jerry Pounds 3/13/2020
VV SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
W Jerry Pounds
Print or Type Name of Officer
President
Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Pow Office Box 29525, Raleigh, NC 2762"525

Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 21, 2006
Mr. Jerry Pounds, Owner
1014 Pine Walk Circle Rd.
Gamer, NC 27529
Subject: Stormwater Review SW7061118
Falcon Bridge, Phase 1
Craven County
Dear Mr. Pounds:
This office received a Coastal Stormwater permit application and plans for the subject project on
November 22, 2006, with additional information received on December 20, 2006. A preliminary review
of the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
1) Please provide the temporary and permanent seeding specifications for the grassed swales.
2) The calculations for bioretention area 43 have not been revised to show the minimum and
provided volumes. Please note that when comparing required volumes for drainage areas #2 &
#3, it seems that area #3 would require more volume than area #2 since #3 has about 8,000sf
more area, and.25,000sf more impervious area... Please also note that when, cross, checking the
minimum storage volume required using the Simple Method, as described in the Stormwater
BMP manual, the storage volume for drainage area #3 should be closer to 8,700cf. Please revise
calculations and plans as needed.
3) Please remember to seal, sign & date any revised calculations and/or plans.
The above requested information must be received in this office prior to January 3, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely;
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: $ete Chiles, PE
Washington Regional Office
rCaro
ai
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.nc.us 943 Washington Sauare Mail- Washington. NC 27889 1-877-623.6748

STORMWATER BEST MANAGEMENT PRACTICES (cont'd)
BIORETENTION AREA VEGETATION
NCDENR recommends that a minimum of three tree and three shrub species be selected to
ensure diversity and to reduce the potential for monoculture mortality. Trees shall be 2 to 2.5
inches in caliper and shrubs 3 to 4 feet in height or 18 to 24 inches in spread. Plant species
appropriate for use in bioretention areas are presented in Tables 4.3 through 4.5 of the
NCDENR Stormwater BMP manual and copies are included for reference. y_
The proposed tree species include:
1: Acer rubrum (Red Maple)
2: Betula nigra (River Birch) JAN O 1
3: Juniperus virginiana (Eastern Red Cedar) ?OO7
The proposed shrub species include: PROJ# J)WQ
1: Hypericum densiflorum (common St. John-s Wort)
2: Juniperus communis Acompressa@ (common Juniper)
3: Juniperus horizontalis ABar Harbor@ (creeping Juniper)
Based upon an average of 400 trees and shrubs planted per acre of bioretention area, with
three shrubs planted per tree, the following quantities are proposed:
Bioretention Area #1 contains approximately 13,656 square feet, and 125 plants are
proposed for the area:
31 Trees 94 Shrubs
Bioretention Area #2 contains approximately 13,659 square feet, and 125 plants are
�cA- proposed for the area:
31 Trees 94 Shrubs
Bioretention Area #3 contains approximately 17,388 square feet, and 161 plants are
proposed for the area:
40 Trees 121 Shrubs
Sod shall be planted between shrubs to initiate stabilization. Sufficient ground cover plants to
provide one plug for every one foot on center shall be installed through the sod, with a goal of
providing a minimum of 70 - 80 % coverage at maturity.
No sod or ground cover plugs shall be planted within the drip line of installed trees and
shrubs.
The proposed ground cover species for use in this project is proposed to be a combination of
the following species:
1: Hedera Helix (English Ivy)
2: Parthenocissus Tricuspida (Boston Ivy)
3: Vinca major (Large Periwinkle)
A preliminary planting plan for trees and shrubs that is based upon the various
recommendations contained in the NCDENR BMP manual, to include the proposed plant
density, is depicted in the stormwater plans. The engineer shall coordinate the final planting
plan with the landscaping contractor.

STORMWATER MANAGEMENT PLAN
FALCON BRIDGE SUBDIVISION
PHASE 1
HIGHWAY 70 EAST
JERRY POUNDS CONSTRUCTION
1014 Pine Walk Circle
Garner, NC, N.C. 27529
JERRY POUNDS
OWNER
[phone]
PREPARED BY
ROBERT M. CHILES, P.E.
Engineers & Consultants
417-A Broad Street
P.O. Box 3496
New Bern, N.C. 28564-3496
REVISED 18 DEC 06
Job No.2005321
R"JECEI V ED
DEC 2 12006
DWQ
PROJ #

STORMWATER BEST MANAGEMENT PRACTICES.(cont'd)
BIORETENTION AREA VEGETATION
NCDENR recommends that a minimum of three tree and three shrub species be selected to
ensure diversity and to reduce the potential for monoculture mortality. Trees shall be 2 to 2.5
inches in caliper and shrubs 3 to 4 feet in height or 18 to 24 inches in spread. Plant species
appropriate for use in bioretention areas are presented in Tables 4.3 through 4.5 of the
NCDENR Stormwater BMP manual and copies are included for reference.
The proposed tree species include:
1: Acer rubrum (Red Maple)
2: Betula nigra (River Birch)
3: Juniperus virginiana (Eastern Red Cedar)
The proposed shrub species include:
1: Hypericum densiflorum (common St. John=s Wort)
2: Juniperus communis Acompressa@ (common Juniper)
3: Juniperus horizontalis ABar Harbor@ (creeping Juniper)
Based upon an average of 400 trees and shrubs planted per acre of bioretention area, with
three shrubs planted per tree, the following quantities are proposed:
Bioretention Area #1 contains approximately 13,656 square feet, and 125 plants are
proposed for the area:
31 Trees 94 Shrubs
Bioretention Area #2 contains approximately 13,659 square feet, and 125 plants are
proposed for the area:
'-Tree'
94 Shr s
J�Ciorelten ea #3 contains ap m 'efq-12,932 square feet-aad88 plantsfor the are Trees 9
1
Sod shall be planted between shrubs to initiate stabilization. Sufficient ground cover plants to
provide one plug for every one foot on center shall be installed through the sod, with a goal of
providing a minimum of 70 - 80 % coverage at maturity.
No sod or ground cover plugs shall be planted within the drip line of installed trees and
shrubs.
The proposed ground cover species for use in this project is proposed to be a combination of
the following species:
1: Hedera Helix (English Ivy)
2: Parthenocissus Tricuspida (Boston Ivy)
3: Vinca major. (Large Periwinkle)
A preliminary planting plan for trees and shrubs that is based upon the various
recommendations contained in the NCDENR BMP manual, to include the proposed plant
density, is depicted in the stormwater plans. The engineer shall coordinate the figa}�a ti
plan with the landscaping contractor.
SEC 1 ` �pp6
D`p Q
'Rgp3 #

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 12, 2006
Mr. Jerry Pounds, Owner
1014 Pine Walk Circle Rd.
Garner, NC 27529
Subject: Stormwater Review SW7061118
Falcon Bridge, Phase 1
Craven County
Dear Mr. Pounds:
This office received a Coastal Stormwater permit application and plans for the subject project on
November 22, 2006. A preliminary review of the project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
1) Please provide energy dissipators for the piped inlets within the 3 bioretention areas if needed.
2) Please provide the temporary and permanent seeding specifications for the grassed slopes of
bioretention areas or swales.
3) Please clearly delineate all wetlands on -site.
4) Please clearly delineate the edge of bank of the blue line stream bordering the property and
clearly label the 50 foot Neuse riparian buffer line associated with the stream.
5) Please provide a legend.
6) Please note that on the last page of the narrative under "Bioretention Area Vegetation" the
plantings have not been revised to reflect the minimum requirement of 400 stems per acre as
noted on the plans. Please revise the narrative.
7) The calculations are unclear as to how the minimum 1" design volumes and the provided volumes
were calculated. Please revise and include those calculations. Note that the drawdown
calculations are also missing and should be provided to show that the bioretention areas will
drawdown within four days.
8) On plan sheet 3 of 5 the number of shrubs listed in the table and, shown on the plans is 72 for
bioretention area #l. Please correct these numbers to show 94 shrubs as shown in Bioretention
areas 2 & 3.
9) On the Bioretention Planting details the "Riser Rim" elevations are given as 21.20'. Should these
elevations be 20.20'? Please verify and correct as needed.
10) On cross sectional detail of Bioretention Area #3 the planting elevation is given as 17.66 with a
"Top of pavement" at 19.0. The supplement form for area #3 has a planting elevation of 19.70
fmsl. Please verify and correct all elevations as needed.
N
0.tnnCuro
wurm
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washingon Square Mall. Washinmon. NC 27999 1-877-623-6748

11) Please show the outlet structure/riser on sheets 2 & 5 for bioretention area U. Please also show
the orientation of the outlet pipe/swale and the Neuse riparian buffer with any needed energy
dissipators and flow spreaders prior to the 50 buffer line. If a swale is provided for this outlet,
please provide a cross sectional detail with 3:1 side slopes or flatter.
12) Please remember to seal, sign & date any revised calculations and/or plans.
13) Please provide the 25% additional information fee associated with the Express Stormwater
Review Program of $1,000.00 by check made payable to "NC DENR".
The above requested information must be received in this office prior to December 20, 2006 or
your, application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 211.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
1 F�
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: I Pete Chiles, PE
"Washington Regional Office

STORMWATER BEST MANAGEMENT PRACTICES (cont'd)
BIORETENTION AREA VEGETATION
NCDENR recommends that a minimum of three tree and three shrub species be selected to
ensure diversity and to reduce the potential for monoculture mortality. Trees shall be 2 to 2.5
inches in caliper and shrubs 3 to 4 feet in height or 18 to 24 inches in spread. Plant species
appropriate for use in bioretention areas are presented in Tables 4.3 through 4tlle
NCDENR Stormwater BMP manual and copies are included for reference..
The proposed tree species include: q�
1: Acer rubrum (Red Maple)
2: Betula nigra (River Birch)
3: Juniperus virginiana (Eastern Red Cedar)
The proposed shrub species include: �fY�
1: Hypericum densiflorum (common St. John=s Wort)
2: Juniperus communis Acompressa@ (common Juniper)
3: Juniperus horizontalis ABar Harbor@ (creeping Juniper)
Based upon an average of 400 trees and shrubs planted per acre of bioretention area, with
three shrubs planted per tree, the following quantities are proposed:
Bioretention Area #1 contains approximately 13,656 square feet, and 125 plants are
proposed for the area:
31 Trees 94 Shrubs
Bioretention Area #2 contains approximately 13,659 square feet, and 125 plants are
proposed for the area:
31 Trees 94 Shrubs
Bioretention Area #3 contains approximately 17,388 square feet, and 161 plants are
proposed for the area:
40 Trees 121 Shrubs
Sod shall be planted between shrubs to initiate stabilization. Sufficient ground cover plants to
provide one plug for every one foot on center shall be installed through the sod, with a goal of
providing a minimum of 70 - 80 % coverage at maturity.
No sod or ground cover plugs shall be planted within the drip line of installed trees and
shrubs.
The proposed ground cover species for use in this project is proposed to be a combination of
the following species:
1: Hedera Helix (English Ivy)
2: Parthenocissus Tricuspida (Boston Ivy)
3: Vinca major (Large Periwinkle)
A preliminary planting plan for trees and shrubs that is based upon the various
recommendations contained in the NCDENR BMP manual, to include the proposed plant
density, is depicted in the stormwater plans. The engineer shall coordinate the final planting
plan with the landscaping contractor.

In
STORMWATER MANAGEMENT PLAN
FOR
FALCON BRIDGE SUBDIVISION
PHASE 1
HIGHWAY 70 EAST
JERRY POUNDS CONSTRUCTION
1014 Pine Walk Circle
Garner, NC, N.C. 27529
JERRY POUNDS
OWNER
[phone]
PREPARED BY
ROBERT M. CHILES, P.E.
Engineers & Consultants
417-A Broad Street
P.O. Box 3496
New Bern, N.C. 28564-3496
30 October 2006
Job No. 2005321
R[Ec�FRWEDD
NOV 2 2 ?.006
D''V Q-vv� R0

TABLE OF CONTENTS
APPLICATION FORM
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SWU-101, VERSION 3.99
PART III. ITEM 1. DETAILED NARRATIVE, PAGE 2A OF 4
MANAGEMENT PLAN
NARRATIVE
PROJECT DESCRIPTION
SITE DESCRIPTION
ADJACENT PROPERTY
SOILS
STORMWATER BEST MANAGEMENT PRACTICES
SYSTEM OVERVIEW
BIORETENTION AREA PLANTING SOIL
BIORETENTION AREA VEGETATION
NCDENR STORMWATER BMP MANUAL TABLE 4.3
NCDENR STORMWATER BMP MANUAL TABLE 4.4
NCDENR STORMWATER BMP MANUAL TABLE 4.5
CALCULATIONS
BIORETENTION AREA SIZING
MAINTENANCE
CONSTRUCTION PHASE
ROUTINE MAINTENANCE
NON -ROUTINE MAINTENANCE
MAINTENANCE COSTS
COMPLIANCE CERTIFICATION
RESPONSIBLE PARTY STATEMENT
DRAWINGS
FALCON BRIDGE SUBDIVISION
(SEE SHEET NAMES)
prepared by
ROBERT M. CHILES, P.E.
SHRUB SPECIES
TREE SPECIES
HERBACEOUS GROUND COVER
SHEET 1 OF 5
EXISTING CONDITIONS
SHEET 2 OF 5
PROPOSED SITE PLAN + DRAINAGE BASINS
SHEET 3 OF 5
DRAINAGE BASIN #1
SHEET 4 OF 5
DRAINAGE BASIN #2
SHEET 5 OF 5
DRAINAGE BASIN #3

STORMWATER MANAGEMENT PERMIT APPLICATION FORM
(SWU - 101, VER 3.99)

PART III, ITEM 1. DETAILED NARRATIVE
FALCON BRIDGE SUBDIVISION
The site of the proposed residential multifamily development proposed by JERRY POUNDS
CONSTRUCTION., is located on an existing parcel of land previously used as agricultural fields. More
specifically, the project site is located on the east side of Highway 70 East between East Fisher Avenue
and Flanner's Beach Road. The site contains approximately 15.15 acres and is in the Neuse River
Basin.
The proposed development will consist of 49 duplex residential buildings, roadways, drainage, open
space and stormwater treatment areas. The proposed development will create an impervious surface of
approximately 5.97 acres of buildings,streets , and driveways.
The site is divided into three drainage basins with bioretention treatment areas as treatment for
stormwater runoff.
The stormwater Best Management Practices (BMP) proposed for the three high density areas in this
project includes a bioretention area for each of these drainage basins. The three drainage basins are
graded and directed to swales that flow into a bioretention area.
The bioretention areas are designed with a drop inlet that will provide outlets for runoff that exceeds the
temporary six-inch storage depth. Excess stormwater discharged from the bioretention area is piped
and swaled to the existing site drainage.
2A OF 4

MANAGEMENT PLAN
NARRATIVE
PROJECT DESCRIPTION
This project involves the construction of 49 duplex buildings with two independant units per building,
associated streets, driveways, open space and stormwater treatment areas. The proposed development
will create an impervious surface of approximately 5.97 acres of buildings, streets and driveways.
SITE DESCRIPTION
The site is located in Craven County. More specifically, the project site is located on the east
side of Highway 70 East between East Fisher Avenue and Flanner's Beach Road across
Highway 70 from State Road 1103 between Squirrel Road and Connors Way and is in the
Neuse River Basin.
The site contains approximately 15.15 acres and is comprised primarily of formerly cultivated
fields, allowed to go fallow and then bush -hogged, and wooded areas around the perimeter.
ADJACENT PROPERTY
SOILS
The site is bounded to the west by residential highway front lots, to the south by a second
phase of this developement and to the southeast by a residential property and stream, and to
the north by the National Forest.
Soils at the project site are classified as from north to south as shown on the site sketch of
existing conditions as Rains Fine Sandy Loam (Ra), Lynchburg fine sandy loam(Ly), and
Goldsboro loamy fine sand (GoA) according to the USDA Soil Survey of Craven County.

STORMWATER BEST MANAGEMENT PRACTICES
SYSTEM OVERVIEW
Bioretention areas are the BMP's proposed for this project. The site is graded so the water
sheet flows into the area from a collector swale. The bioretention areas are located at the
approximate low point of the individual drainage basins within the project and the project
drainage basins are graded to drain toward their individual BMPs.
Each bioretention area is designed with a surface drain to provide a bypass/overflow
mechanism for runoff volumes that exceed a six (6) inch deep temporary retention pool
depth.
The surface drain is then piped to a culvert and then to a swaled outlet that follows existing
natural drainage.
BIORETENTION AREA PLANTING SOIL
Planting soil in the bioretention areas shall be four feet deep and located as indicated in the
plans. The following specifications, adapted from the NCDENR Stormwater Best
Management Practices Manual, shall apply to the planting soil.
The planting soil shall have clay content ranging from 10 to 25 % and shall have a sandy
loam or loamy sand texture with at least 35 % sand.
The planting soil shall be of uniform composition, free of stones, stumps, roots, or.similar
objects larger than one inch, brush, or any other material or substance which may be harmful
to plant growth, or a hindrance to planting or maintenance operations.
The planting soil shall be free of plants or plant parts of Bermuda grass; Quack grass,
Johnson grass, Mugwort, Nutsedge, Poison Ivy, or Canadian Thistle.
The planting soil shall be tested prior to installation and meet the following criteria:
pH range: 5.5 - 6.5
Organic matter: 1.5 - 3.0%
Magnesium (Mg): 35 Ibs/acre
Phosphorus (P2Os): 100 Ibs/acre
Potassium (K2O): 85 Ibs/acre
Soluble salts: not to exceed 500 ppm
Soil testing shall be performed at the following frequencies:
Sieve analysis, pH and organic matter two samples
magnesium phosphorus, potassium, and soluble salts one sample
Placement of the planting soil shall be in lifts of 18 inches or less and lightly compacted.
Minimal compaction effort applied to the soil by tamping with a bucket from a backhoe or
similar method is acceptable. Soils shall be inspected and sampled by the engineer prior to
Planting.
A 2 to 3 inch thick mulch layer shall be applied to the top of the planting soil and covered with
an erosion control matting prior to installing vegetation. The mulch layer shall be restored
within the drip line of the area=s trees and shrubs after planting. The mulch shall be
standard landscape fine shredded hardwood or hardwood shredded chip material, free of
weeds, roots and debris. The mulch layer shall be maintained until the recommended
ground cover provides 70 to 80 % coverage.

STORMWATER BEST MANAGEMENT PRACTICES (cont=d)
BIORETENTION AREA VEGETATION
NCDEN ecommends that a minimum of three tree and three shrub species b elected to
ensure id ty and to reduce the potential for monoculture mortality. Tree all be 2 to 2.5
inches in call r and shrubs 3 to 4 feet in height or 18 to 24 inches in spr d. Plant species
appropriate for se in bioretention areas are presented in Tables 4.3 t ugh 4.5 of the
NCDENR Storm ter BMP manual and copies are included for refer nce.
The proposed tree s ties include:
1: Acer brum (Red Maple)
2: Betula ra (River Birch)
3: Juniperu virginiana (Eastern Red C daO
The proposed shrub species cli
1: Hypericum de s
2: Juniperus com
3: Jun perus hor�izio
Based upon an average of 300 tr
n three shrubs planted per tree, th
Bioretention Area #1 con
proposed for the area:
Q 24 Trees
O Bioretention Area #2 con
proposed for the area:
22 Trees
�^ Bioretention Area #3 on
proposedforthe
/1 P� 22 Trees
iflorum ( mmon St. John=s Wort)
nis Acompres @ (common Juniper)
alis ABar H rbor@ (creeping Juniper)
/sc "r, re .-Se.l 5.'#14d,,-d-�;.-.-.
ees nd rubs planted per acre of bioretention area, with
e folio i quantities are proposed:
14,050 square feet, and 96 plants are
12,542 square feet, and 86 plants are
M
ins approximately 12,932 square feet, and 88 plants are
D-ft
shall be planted Otween shrubs to initiate stabilizah n. Sufficient ground cover plants to
provide one plug for very one foot on center shall be inst Iled through the sod, with a goal of
providing a minimu of 70 - 80 % coverage at maturity.
No sod or groun�cover plugs shall be planted within the drip�ine of installed trees and
shrubs. \\
The proposed round cover species for use in this project is pro osed to be a combination of
the following pecies:
1: Hedera Helix (English Ivy)
2: Parthenocissus Tricuspida (Boston Ivy)
3: Vinca major (Large Periwinkle)
A preli nary planting plan for trees and shrubs that is based upon the various
recom endations contained in the NCDENR BMP manual, to include the proposed plant
densi , is depicted in the stormwater plans. The engineer shall coordinate the final planting
plan ith the landscaping contractor.

FALCON BRIDGE
I
-
DRAINAGEAREAaf
1
1
I
I
1
141buildings
I
I
I
I
I I^
28
units
J
� �
basin area-
1 23320111
5.351
1
I
--
"C"Coeff.
(product
I
buildings
sidewalks
roadway
PARKING
`
(BUILDINGS
48230,001
0.951
- 45818.50
34451
0
14663.91
12800I_
jSTREETS
23779.88
0.95
22590.891
1
141
1
9116.011
(PARKING
5120.001
0.951
4864.00
1
1
01
�---
ISIDEWALKS1
1 0.001
0.951
0.001
1
IGRASS
1 156072.17
0.141
111493.41
WEIGHTED"C"
impervious orea=
77129.88
1.771
188766.79
0.81
48230
L11
0
0
23779.9
0.55
51200.12
Percent impervious=
33.071
I Bioretenfion AreaSizeRequired (Bf- 0.07 11CI (Drainage Area)/
BR= 13213.68PROVIDED-' 14050.835.E
I width=l 81.281 1
(Drainage Area Runoff (SCS Method)
SCS CURVE NUMBERS
Grass (Good Condition, Group C)74
_
Pavement/roofs, impervious 95
i1Tf_L_
�r
I
�
YI
�!
(Potntial Abstraction, S
e
1
1I
I 5=I
(1000/CNI - 10
I
_I
1
1
Initial Abstraction. IA
I SGRms=1
SIMPERVIOIR-
IA.GRAss-
IA-IMPERvious=
3.51
0.531
0,7027031
0.1052631
1'
1JV
1�1X
1
)
p[
_
_I
1 tiof r
I_
[Precipitation, P P=
1 Inch design
rainfall
I
1
)
IRunoff,R
R=(P-IAI'/(P+0.8s)
1 RGRAss=
0.023193
/
{
_
1
)
RIMPEevlous=
0.563353�
PEAK RUNOFF 24 HE STORM TR-55 MODELING
INCHES I
IRUNOFF VOLUME CU FT
�I
RGRAss-Ira= 1
1.379826781
17946.05
RIMPErsvlousTVR=
3.1356389)1
20154.291
1
1 1
TOTAL(
38100.331
1 1
1
110
YEAR, P=7.0INCHES
Rcanss-Torre=
52-1 8
IT
mPrevlousTorre=
6A0576686
6.40574841
TOTALI
41172.
41172.88
93744.061
11
�_
Z
M
'L/0
drainage areal

FALCON BRIDGE
DRAINAGE
_ 141buildings
281units
AREA 2
I
I
I
I
I
24',roadwidth=21347.71
1
1
j
total site=
2093451 4.81
{I
I"C' Coeff.
product
buildings
sidewalks roadway
PARKING
BUILDINGS-
I
0.951
45818.50
34
20199.7�
115981
(STREETS
20199.671
I 20199.67
0.95
19189.69
14
�_
_-
IPARKING
6959.061
0.95
6611.11
SIDEWALKS
{I 0.00
0.95
0.001
�-
T
GRASS
133956.271
6741
99127.64
WEIGHTED "C"
j
-
impervious area =1
75388.731
482301
1.11
01
0
2019971
0.46
6959.11
0.16
Percent Impervious =
I
36.01
I
I
I
�1
Bioretenfion Area Size Required IBrl1= 0.07 ("C") (Drainage Area)I
-I BR=1 11952.29 PROVIDED=
-�
width= 77.31
(Drainage Area Runoff (SCS Method)
-
ISCS CURVE NUMBERS
Grass (Good Condition, Group C)
74l
1 Lswn/}\
_ _
_
217800
Pavement/roofs, impervious
(Potential Abstraction, S
95
I
h•-y�_
s=l(l000/cN)-
J 1 Sczss=I
3.511
1 (Q .-
1 -�J
1
�1 SIMPeavlous=
0.53
Initial Abstraction, IA
_�
1A=10.25
1
1
GR A=1
lA-unPERvlous=
0.7027027031 1
0.1052631581
1
Precipitation, P
P=11
inch design rainfall
I
Runoff, R
R=1(P-IA)2
/ (P + 0.8S)
_
RGRa5-
I0.023193406
��
1 RIMPER OLS-
0.5633528271 11
1
I
I
I
I I
I I
I
I
I
IPEAK
RUNOFF
24 HR STORM TR-55 MODELING
YEAR, P=
3.71NCHE$
RUNOFF VOLUME CU FT
RGRAss-iYR=
11.3798267761
15403.03688
RIMPERVIGOs IYR=
3.1356389061
19699.32062
1
1_
TOTAL(
35102.35751�-
1
_
10 YEAR, P=
7.O INCHES
RGRA IOYR=
4.04206686
45121.681961
R IMPER vpUs-10YR=16.4057484141
40243.43661
TOTAL(
85365.120561
1
1
1
drainage area 2

FALCON BRIDGE
1
I
1
DRAINAGEAREA3
211builtlings
II
42
E-Ed"C"Coeff.
Juniis
_
II
Itotal site=l
24'roatlwidth=3.I427.54
217303 4385��
1
1
�rotlucf
buildings
limewdlilks roadi
PARKING
IBUILDI11! 72345.1
0.951
68727J5
1
34451
01
2297151
20032811
STREETS 22971.5.1
0.951
21822.93
1
211
�PARKINGI
1201969
IGRASS LKV 681
1GRA8$ 109966.811
095
0/4
OJ4
11418.70
813I5.44
1
WEIGHTED"C"-1
_�
_
I
impervious area=1 107336,191
2,461
18334482
\ 0,841
01
0
22971.51
0.527353
12019.691
0.275934
ercent impervious = l 49.391 I 1 11
8ioreteniion Area Size Required 18r1 I=007 ('C'7 Drainage. Area)
BR=1 12834.14 PROVIDED=
I
I
e
1
I
I
I
I
witllh= 80.11
Drainage Area Runoff (SCS Mefhotll
_ _
SCS CURVE NUMBERS
_
217600
Grass ]Good Contlpery
Pavement/roofs, impervious 5
I
I
]Potential Abstraction. S
I
S=11
]CNI-10
I
Sceess=.
SimPeawto -
51
053
1
1Inilial Abstraction, IR
_
0.25
cress`
0.702703
.vnrtavrous=
0,105263
1 Precipitation, P
P=11
inch design rainfall
Runo11R
R=IP-Iah/IP+0.8S1
11
T
Recess= 0.33
— Ruaveavious= 0.5656335353
PEAK RUNOFr 24 HR Si ORM 1R-55 MODELING
I YEAR, P= i3.7 INCHES
IRUNOFF VOLUME CU FT
I
Rceusna=l
37982678
12644.b
�
1
wvcwwusrrx=
3.13563891128047.291
] TOTAL]
40691.891
_
10YEAR, P=TO INCHES
Raanss.ibrre
4.04206686
37041.1
K1.1Exviou5-iorre
640574841
57297.38
I I
TOTAL]
9a338.481I
I
I I
X J
A
I
I
�k
drainage area 3

MAINTENANCE
KiP►6911:iR�lIiNP��.►_69q
The Owner shall ensure that all erosion and sediment control measures are installed prior to
the start of construction. Their proper operation shall be checked not less than once every
week during construction, and following every runoff -producing rainfall. All deficiencies shall
be repaired immediately and in accordance with the permitted Erosion and Sediment Control
plan.
The stormwater management system shall be constructed in its entirety, vegetated, and
made operational for its intended use prior to paving the proposed parking lot.
At least weekly during, and at the close of the construction phase of the project, the
bioretention areas and peak flow control pond shall be inspected, repaired as needed,
cleaned of sediment and trash, and otherwise restored to the design grades. The
inspections shall include the following:
$ Check the embankments for erosion damage, (i.e., loss of vegetative cover,
piping, sloughing, settlement)
$ Check the overflow drains and their grates, and the pond discharge structure
for proper function, damage and/or blockages.
$ Check the areas for sedimentation, trash and other debris.
$ Check all plantings for health and damage.
Any damages discovered during an inspection shall be repaired immediately. Re-sod/replant
bare areas as needed to maintain specified vegetative coverage. Repair all damaged plants
if possible, and replace any plants that are dead or cannot be repaired. Regrading or
repairing of the side slopes shall include re -sodding, trimming and/or mowing, as needed. All
necessary repairs shall be performed prior to close-out of the construction phase.
ROUTINE MAINTENANCE
The Owner shall maintain a copy of the approved plans and specifications for a period equal
to the life of the permit unless otherwise required by the permit.
The Owner shall properly maintain and operate, or provide for the maintenance and
operation of the approved stormwater management system at all times to assure the
optimum working order, performance and efficiency of the system.
If there is a failure of this system to perform satisfactorily, including the creation of nuisance
conditions, the Owner shall take corrective actions immediately, including those as may be
required by the Division of Water Quality, such as the construction of additional or
replacement stormwater management system.
The Owner shall maintain records of maintenance activities that shall be made available,
upon request, to authorized personnel of the Division of Water Quality. These records shall
indicate the date, activity, the name of the person performing the work and what actions were
taken.

MAINTENANCE (cont=d)
Mowing
The side -slopes, embankments, buffer areas, and other grassed areas shall be
mowed as required to maintain a maximum height of six inches during the main
growing season and at least two other times during the year to prevent woody growth
and to control weeds.
Inspections
The Owner shall inspect the stormwater management system after every significant
runoff -producing rainfall event and at least;
Monthly for (but not limited to) the following:
sediment accumulation; trash accumulation; embankment or side slopes
stability, erosion, subsidence, cracking, bare areas; obstructions/clogging of
the stormwater riser;
Quarterly in addition to the monthly requirements:
for bioretention area plant health; any dead or damaged plants;
Semi-annually in addition to the quarterly requirements:
to ensure the intended function is still provided; for areas that might require
additional erosion control measures; for any modifications which have
occurred to the contributing watershed that will increase the amount of runoff
directed to the system.
Inspections shall be carried out with "Approved" plans.
Occasionally inspections shall be conducted during wet weather, or times of extreme
weather to determine if the system is functioning properly.
Deficiencies identified during inspections shall be corrected immediately.
Erosion Control
Corrective measures and repairs shall be done immediately to the project area and
stormwater management system where settlement, sloughing, and/or erosion have
occurred. Re -sod as necessary to maintain good vegetative cover. All repairs shall
be done in accordance with the approved erosion and sediment control plan.
Sediment Removal
Sediment removal shall occur when accumulations affect system function and/or
designed grades. Riser inspection and/or clean out shall be performed when runoff
overtops the bioretention area during a typical rain event.
The Owner shall ensure that removed sediment is disposed of in an appropriate
manner and that it is handled in a manner that will not adversely impact water quality
(i.e., stockpiling near a wet detention basin, discharging into or near a stream,
wetlands, etc.) and in accordance with all local, state, and federal regulations.
Debris and Litter Removal
Debris and litter removal from the bioretention areas and peak flow control pond shall
be included as a part of the inspection process and periodic mowing operations.
Particular attention shall be paid to areas around drainage structures where debris
may cause clogging/obstructions. All trash and debris removed shall be disposed of
according to local, state, and federal regulations.

MAINTENANCE (cont=d)
NON -ROUTINE MAINTENANCE:
Emergency Draining/Maintenance.
The Owner shall have a pump available that is capable of draining the bioretention
area in the event that the overflow riser becomes clogged or for other emergency
situations . If the area must be drained in this manner, then the flushing of sediment
through the outlet shall be minimized to the maximum extent practical.
Structure Repairs and Replacement.
The Owner shall replace all deteriorated inlet/outlet works when deterioration from
use or age causes them to fail and/or function improperly.
h�►�11►1r�►►1►[K�K�I.911
The Owner shall be responsible for all costs associated with the maintenance (routine or
otherwise) and operation of the stormwater bioretention basin system.
COMPLIANCE CERTIFICATION:
Upon completion of construction and prior to operation of this Stormwater Management
System, the design Engineer shall submit to the Division of Water Quality a certification
stating that the permitted facility has been installed in accordance with the approved plans,
specifications, and any additional supporting documentation.

RESPONSIBLE PARTY
I acknowledge and agree by my signature below that JERRY POUNDS CONSTRUCTION. is
responsible for all maintenance procedures listed above, and all incurred costs of
construction and annual maintenance. I agree to notify NCDENR, Division of Water Quality
of any problems with the system or prior to any changes that will require a modification to the
permit.
Name of Owner/Responsible Party: JERRY POUNDS CONSTRUCTION.
Address: 1014 Pine Walk Circle
Garner, NC, N.C. 27529
Phone Number: 919-422-1175
Name & Title: JERRY POUNDS
OWN R
Signature: .
Date: 4z2 — --3
Notary Public: I, a Notary Public for the State of ,
County of do hereby certify that _ personally
appeared before me this 5L day of 6 4 , 206,�? and
acknowledged the due execution of the foregoing stormwater
system maintenance requirements. Witness my hand and official
seal
Notary Public ,a Q
My commission expires: V�G!/t e 27 244T ' — • S.0". AUBUG

DRAWINGS
FALCON BRIDGE SUBDIVISION
(SEE SHEET NAMES)
prepared by
ROBERT M. CHILES, P.E.
SHEET 1 OF 5
EXISTING CONDITIONS
SHEET 2 OF 5
PROPOSED SITE PLAN + DRAINAGE BASINS
SHEET 3 OF 5
DRAINAGE BASIN #1
SHEET 4 OF 5
DRAINAGE BASIN #2
SHEET 5 OF 5
DRAINAGE BASIN #3

Oc;e 31, OCC/'.,
,
NCDENR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following workday. Thank youl Lyn Hardison Iyn.hardison(a)a ncmail.net
APPLICANT Name:Jerry Pounds
Company Jerry Pounds Construction, Inc.
Address 1014 Pine Walk Circle Rd City/State: Garner, NC Zip 27529
PROJECT
ENGINEER/CONSULTANT R.M. "Pete" Chiles. P.E.
Company Robert M. Chiles, P.E.
Address 417-A Broad Street City/State New Bern Zip: 28564-3496
Phone: [phone] Fax:[phone] Email Dete(@robertmchilesoe.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
® STORMWATER ❑ Low Density ❑ High Density -Detention Pond ® High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO OTTER CREEK STREAM NAME NEUSE RIVER BASIN
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with acres to be disturbed. CK #
------------------------------------------------------------------------------------------------------------------------------------------------------
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE Y/N: 401 Application []Yes ❑ No 404 Application in Process w/USCOE ❑Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
CHECK # ,;9 0 0
SUBMITTAL DATES:
SW ii-112-DL
CAMA
LQS 11-Ala--O6
401
For DENR use only
Fee Split for multiple permits: f)CIV 2 2 2006
$ ®WQ2 - A.0 ®
$_ 1333.3-3
$
Total Fee Amount $ 4000