SW4090401_CURRENT PERMIT_20110922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��Q(�B(
DOC TYPE
CURRENT PERMIT
C.
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

�o
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Colleen H. Sullins
Director
September 20, 2011
Mr. Barry Siegal
Robinhood Court Apartment Homes, LLC
PO Box 8306
Greensboro, NC 27419
Subject:
Stormwater Permit No. SW4090401 - Modification
Robinhood Court Apartment Homes
High Density Bio-Retention, Infiltration
Forsyth County
Dear Mr. Siegal:
Dee Freeman
Secretary
RECE� IVE —`
WC. Oept. Of F,NR
SEP z 2 2011
Winston-Salem
Regional Office
Trench, & Wet Pond Project
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Modification Application for Robinhood Court Apartment Homes on September 14, 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 modified Permit No. SW4090401, dated September 20, 2011, for the
construction, operation and maintenance of the subject project and the stormwater BMPs. This
modified permit includes revising the BMP for DA#1 from a bioretention cell into a wet detention
basin; and does not change the overall bua or the other previously approved BMPs.
This permit shall be effective from the date of issuance until April 14, 2019, 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 150E 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 Winston-Salem Regional Office. If you have any questions,
or need additional information concerning this matter, please contact Robert Patterson at (919)
807-6375.
Sincerely,
A� 0 �.
for Coleen H. Sullins
Wetlands and Slcrmwaler Branch One
1517 Mail Service Center, R& eigh, North Carolina 27699 1617 Noz-thCarolina
l.icalion: 512 N. Salisbury Sit Raleigh, North Carolina 27304 n nI
Phone: W-807-63001 FAX: 919,807 ^1941 Customer S�!rvice: 1-P77-623-6748 Nata� oall]/
I ,ernet: wmv.ncwaterquaky org a/
An Equal Opportunity 1 Affirnra!ive Action En,aloyer
i IddamblZ

Mr. Barry Siegal
SW4090401 MOD — Robinhood Court Apartment Humes
September 20, 2011
ec: Michael Westcott, PE — Westcott, Small & Assoc., PLLC
Sue Homewood — WSRO-DWQ
cc: SW4090401 Permit File
Page 2 of 2

State Stormwater Permit
Permit No. SW4090401
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
Robinhood Court Apartment Homes, LLC
Robinhood Court Apartment Homes
Robinhood Rd. (-1,500 ft. east of Meadowlark Dr.), Winston-Salem, Forsyth County
FOR THE
construction, operation and maintenance of one (1) wet detention basin, three (3)
bioretention cells, and three (3) infiltration trenches 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 April 14, 2019, 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 Sections 1.8, 1.9, and 1.10 of this permit. The stormwater
control has been designed to handle the runoff from 394,181 square feet of
impervious area.
3. Each BMP must be operated with 30 foot vegetated filter, with the exception of
wet pond #1.
4. The tract will be limited to the amount of built -upon area as indicated in Sections
1.8, 1.9, and 1.10 of this permit, and per the application documents and as shown
on the approved plans.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page I of 8

State Stormwater Permit
Permit No. SW4090401
M
7
91
1.1
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
The
built -upon areas associated with this proJ.ect shall be located at least 30 feet
landward
of all perennial and intermittent surface waters.
The
following design criteria have been
provided in the bioretention cells and
must
be maintained at design condition:
Cell #2
Cell # Cell #4
a.
Drainage Area, 2:
127,195
41,818 24,939
Onsite, ft :
127,195
41,818, 24,939
Offsite, ft2:
0
0 0
b.
Total Imperviou.9 Surfaces, ft2:
47,480
16,117 7,619
Onsite, ft :
47,480
16,117 7,619
Offsite, ft2:
0
0 0
C.
Design Storm, inches:
1.0
1.0 1.0
d.
Max. Ponded Depth, inches:
10
9 9
e.
Seasonal High Water Table, fmsl:
805
824.5 784.5
f.
Planting Media Depth, feet:
2.0
2.0 2.0
g.
Cell Dimensions,. feet:
240x45
120x28 37x20
h.
Planting Elevation, fmsl-
812.17
832.17 792.17
i.
Bottom Surface Area, ft�:
6,985
3,134 1,090
j.
Permitted Storage Volume, ft3:
5,821
2,351 818
k.
Bypass / Storage Elevation, fmsl:
812.92
832.92 793.0
I.
Predevelopment 1 year 24 hour:
0.21 cfs
0.07 cfs 0.03 cfs
M.
Treatment Volume Drawdown:
0.16 cfs �0.07
cfs 0.02 cfs
n.
Drawdown Time, hours:
34
34 33
o.
Underdrain Diameter, inches:
6
6 6
P.
Total number of plants provided:
grass
grass grass
q.
Receiving Stream/River Basin.
UT to Muddy
Creek 1 Yadkin Pee -Dee
r.
Stream Index Number:
12-94-(0.5)
S.
Classification of Water Body:
it C "
The
following design criteria have been provided in the
infiltration trenches and
must be maintained at design condition:
Trench#1
Trench#2 Trench#3
a.
Drainage Area, Acres:
161,608
129,808 41,818
Onsite, ft :
161,608
129,808 41,818
Offsite, ft2:
0
0 0
b.
Total Impervioug Surfaces, ft2:
84,942
63,162 16,952
Onsite, ft :
84,942
63,162 16,952
Offsite, ft2:
0
0 0
C.
Design -Storm, inches:
1.0
1.0 1.0
d.
Trench Length ft:
448
464 29
e.
Trench Width, ft:
8
6 25
f.
Trench Height, ft:
5
5 5
g.
Bottom Elevation, fmsl:
796
810 780.5
h.
Bypass Weir Elevation, fmsl:
801
815 785.5
i.
Permitted Storage Volume, ft3:
7,168
5,568 1,450
j.
Type of Soil:
sandy loam
sandy loam loamy sand
k.
Expected Infiltration Rate, inlhr:
0.64
0.64 0.84
I.
Seasonal High Water Table, fmsl:
794
808 778.5
M.
Time to Draw Down, days:
4.5
4.5 4.5
n.
Receiving Stream/River Basin:
UT to Muddy Creek 1 Yadk n Pee -Dee
o.
Stream Index Number:
12-94-(0:5)
P.
Classification of Water Body:
" C "
Page 2 of 8

State Stormwater Permit
Permit No. SVV4090401
10. 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 Arga, acres:
Onsite, ft
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Buildings, ft
Roads/Parking, ft2:
Other, ft2.
Offsite; ft
c. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMS:
g. Permitted Surface Area @PP ft :
h. Permitted Storage Volume, ft,:
i. Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
m. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream 1 River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
8.29
361,112
0
165,528
43,124
81,600
40,804
0
3.2
90%
1.0
773.50
10,290
16,858 at temporary pool
774.84
0.34
0.34
1.50" O pipe
30,266
5,630
118 HP
UT to Muddy Creek 1 Yadkin Pee -Dee
12-94-(0.5)
01C11
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 time 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 re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
vegetated filter strip, filter media, planting media, underdrains, catch
basins and piping.
g. Access to the cell and outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
Page 3 of 8

State Stormwater Permit
Permit No. SW4090401
5. 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.
6. The facilities shall be constructed as shown on the approved plans. The
stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 8

State Stormwater Permit
Permit No. SW4090401
14. Decorative spray fountains will be allowed in the wet pond, 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 from
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 1/8 HP.
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.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. 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.
Page 5 of 8

State Stormwater Permit
Permit No. SW4090401
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 2H.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.
Permit issued this the 20t' day of September, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Loieen m. 5umns; uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Permit
Permit No. SW4090401
Ribinhood Court Apartment Homes
Stormwater Permit No. SW4090401
Forsyth 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 Name)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Permit
Permit No. SVV4090401
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, per the vegetation plan.
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 vegetated shelf,
underdrains, vegetative cover, and a forebay.
15. The required system dimensions are provided per the approved plans.
Submit to: NCDENR-DWQ Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Page 8 of 8

i r
24-r-rA'.e-C a,/
DWQ USE ONLY
Dolte Received
Fee Paid
Permit Number
17-12,1 Ma
SOS• 00
.sl'✓`f0 90`f0/ 'zfa
Appliofible pules: ❑ Coastal SW 7-1995 ❑ Coastal SW - 2008 eTh H - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
irtoD
State of North Carolina
Depwtment of Environment and Natural Resources
Division of Watei Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original o
L GENERAL INFORMATION p a,
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name
specifications, letters, operation and maintenance agreements, etc.): cJ
2- Location of Project (street address):
1840 lfniahts Haven Court
City:Winston-Salem County:Forsyth Zip:27106
3. Directions to project (from nearest major intersection):
From the intersection of Robinhood Road and Fleetwood Circle take Robinhood Road 630 LF We--.L The site is
on your left.--
4. Latitude:36* 7' 14" N Longitude:80* 21' 58" W of the main entrance to the project.
II.. PERMIT INFORMAI ION:
L a. Specify whether project is (check one): QNew ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW 4090401 , its issue date (if known)4/ 14/09 , and the status of
construction: ❑Not Started ®Partially Completed" ❑ Completed* *prornde a designer's certification
2.. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously retwned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a.. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control-. ac of Disturbed Area
[]NPDES Industrial Stormwater E)404/401 Permit: Proposed Impacts 110_LF_Permanent 97 L.F
Temporazy_impacts to unnamed tributary to M_u_ddy_Creek
b.If any of these, permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permlt:401[Robinhood Manor Apartment Homess/Nov.11,2008 4044/
Robinhood Apartment homes/7/23/2008 Erosion Control/Robinhood Manor Apartment Homes/7/18/2008

t
a 96

Q1• CONIACIINFORMAIION
l a.Prini Applicant / Signing Official's name and title (specifically the developer, property ownez, lessee,
designated government official, individual, etc who owns the ro•ect):
Applicant/OrganizatiomRobinhood Court Apartment homes , . i-- t- G
Signing Official & Title. Barry Siegal
b Contact information for person listed in item la above:
,
Street Address:: 3411-D West Wendover Ave, Suite D
City:Greensboro State:NC Zip: " 2 7 4 0 7
Mailing Address (if applicable):P.O. Sox M
City:Greensboro _ State:NC Zip:2741.9
Phone. W6 ) 292-9010 _ Fax: (336 } 632-0207
Bmail:bcshol aol_com
c. Please check the appropriate box. The applicant listed above is:
® the property owner (Skip to Contact Wormation, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Infoimation, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below)
2. a. Print Propel ty Owner's name and title below, if you are the lessee, purchaser or developer. (Ibis is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b..Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip. ---
Phone: l } Fax: ( }
Email:
3. a, (Optional) Print the narne and title of another contact such as the projeces construction supervisor or other
person who can answer questions about the project
Other Contact Person/Oiganization:Michael Wf,5Uga/Westcott, Small & Associates. PLLC--___
Signing Official & Iitle:Michael Westcott/ Principal
b.Contact information for person listed in item 3a above:
Mailing Addiess:l25 S. Elm Street Suite 606 _ r
City:Greemboro State:NC Zip:27401

Phone: (336 ) 310-1480 Fax:
Email:[e-mail]
4. Local jurisdiction for building permits: Winston-Salem
Point of Contact:Charles Norton
IV., PROJECT INFORMATION
Phone #: (336 ) 727-8000
1. In the space provided below, briefly summarize how the starmwater runoff will be treated..
Stormwater management is accomplished through dividing the large site into sub basins. the Site is treated
by6 BMPs. Three are infiltration trenches, two biocells and a wet pond.
2. a. If claiming vested rights, identify the suppor ting documents provided and the date they were approved:
Approval of a Site Specific Development Plan or PUD Approval Date:
Valid Building Permit Issued Date:
❑ Other: Date:
b., If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Constr uction
3. Starmwater runoff from this project drains to the Yadkin PeeDee River basin
4. Total Property Area: 28.16 acres 5. Total Coastal Wetlands Area: _acres
6. Iotai Surface Water Area: 28.1E acres
7. Iota] Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) - Iota] Project
Area':28.16 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (?04M line or Merin High Water
(MHW) line, and coastal wetlands landward from the NHW for MHW line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or-hC4W line may
be included in the total project area_
8. Project percent of impervious area: (Iota] Impervious Area / Iotal Project Area) x 100 — 33.84 %
9. How many drainage areas does the project have?6 (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use T for the whole property area)
10 Complete the following information foi each drainage area identified in Project Information item 9.. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
UT to Muddy^
Creek
UT to Muddy
Creek
UT to Muddy
Creek
UT to Muddy
Creek
Stream Class
C
C
C
C
Stream Index Number *
12-94-(0.5)
12-94-(0.5)
12-94-(0.5)
12-94-(0.5)
Total Drainage Area (so
361,112
127,195
41,817
129,808
On -site Drainage Area (so
361,112
127,195
41,817
129,808
Off -site Drainage Area (so
0
0
0
0
Proposed Impervious Area** (so
165,528
47,480
16,117
63,162
% Impervious Area** total
45.84
37.33
38.54
48.66
Impervious— Surface Area
Draina e Area 1
Draina e Area 2
Draina e Area 3
Draina e Area 4
On -site Buildings/Lots (sf)
43,124
26,739
6,634
35,858
On -site Streets (so'
0
0
0
0
On -site Parking (so
81,600
13,592
7,908
19,354
On -site Sidewalks (so
40,804
7,149
1,575
7,950
Other on -site (so
0
0
0
0
Future (so
0
0
0
0
Off -site (sf)
0
0
0
0
Existing BUA*** (so
0
0
0
0
Total (so:
165,528
47,480
16,117
63,162
* Stream Class and Index Number can be determined at: Intl).,&ortal.ticdettr.or vei)At)q[ps/csit/classifcatiol►s
ttupervious area is defttted as the built upon area including, but not limited to, buildings, roads, parking areas,
sidez►calks, gravel areas etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new .BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DWQ CentralOfcestcffto check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bnip-rnanua_1.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htM.Z/portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/mans.)
Please indicate that the following required information have been provided_ by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCOENR. (For an Express review, refer to
http://www.etivhelI2.org/pages/onestopexpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

Basin Information
Drainage Area 5
Drainage Area 6
Drainage Area 7
Drainage Area _
Receiving Stream Name
UT to Muddy
Creek
UT to Muddy
Creek
U'l' to Muddy
Creek
Stream Class *
C
C
C
Stream Index Number *
12-94-(0.5)
12-94-(0.5)
12-94-(0.5)
Total Drainage Area (sf)
161,607
41,817
24,939
On -site Drainage Area (so
161,607
41,817
24,939
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area** s
84,942
16,952
7,619
% Impervious Area'* total
52.56
40.54
30.55
Impervious— Surface Area
Drainage Area 5
Drainage Area 6
Drainage Area 7
Drainage Area
On -site Buildings/Lots (so
23,818
9,004
0
On -site Streets (so
0
0
0
On -site Parking (so
48,846
6,177
0
On -site Sidewalks (so
12,278
1,771
419
Other on -site (so
0
0
7200
Future (so
0
0
0
Off -site (so
0
0
0
Existing BUA*** (sf}
0
0
0
Total (sf):
84,942
16,952
7,619
* Stream Class and Index Number can be determined at: Irtt is 7ortal.rrcdertr.or veb v s csir classi rcations
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be reproved andwltich will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. NIA
Projects in Union County: Contact DWQ Central Office staff to check if the project is located k0thin a Threatened &
Endangered Species watershed that rnav be subject to more stringent stormwater requirements as per NCAC 02B ,0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http//portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.iicdeiir.org/webZwqLwsZsu/"niaps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUSTbe signed and initialed in blue ink. Download the Iatest versions
for each submitted application package from htt ortal.ncdenr.or T web wq Z ws/su statesw forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5, A detailed narrative (one to two pages) describing the stormwater treatment/managementfor ____
the project This is required in addition to the brief summary provided in the Project
Informatiom item 1.
6. A USGS map identifying the site location. If the receiving stream is repox bed as class SA or the _
receiving stream drains to class SA waters within 1h mile of the site boundary, include the rh
mile radius on the map.
7_ Sealed, signed and dated calculations. _
8. Two sets of plans folded to 8.5" x 14" (scaled, signed, & dated), including: _
a Development/Project name.
b. Engineex and firm_
c. Location map with named streets and NCSR numbers.
& Legend..
e. North arrow,
f. Scale.
g. Revision number and dates
h- Identify all sur face waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW fines.
• Delineate the vegetated buffer landward hom the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with .bear ings & distances.
j Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contnws, spot elevations, finished floor elevations-
L Details of roads, drainage features, collection systems, and stormwater control measures_
m, Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans_
n_ Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required)
9_ Copy of any applicable soils report with the associabed SI-1WT elevations (Please identify
elevations in addition to depths) as well as a map of the box ing locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. Fox projects with infiltration BWs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(hdilhation Devices submitted to MM Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (970) 796-737$)
10. A copy of the most current property deed. Deed book: Page No:
11 For cot poiations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, Za, and/or 3a per NCAC 2H.1.003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hU: / /www.secretary.state.nc_us/Corporations/CSearch.aspx
V11. DEED RESTR14MONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recoided prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
hqp:/ /poitaLncdenr.oig/web/wq/ws/su/statesw/forms docs_ Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the propexty
owner to sign the deed restrictions and protective covenants form while the applicant is responsible fox ensux ing
that the deed restrictions are recorded..
By the notarized signature(s) below, the permit holdex(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any Iot.

VIII.. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant. Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for - additional information).
Consulting EngineetAUchael B. Westcott
Consulting Firm: WestcottSmall & Assoc. PLLC
Mailing Address:125 S. Elm Street, Suite 606 _
City:Greensboro State:NC Zip:27401
Phone: (336 ) 310-1480
Email:mwestcottO wsaaeng.coat
Fax: ( )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete tlris
section)
1, (print or type name of person listed in Contact Information, item 2a) _ _ , certify that I
own the property identified in this permit application, and thus gave permission to (print or type name of person
listed in Contact Information, item Ia) — with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible fox the operation and maintenance of the stormwater system.
As the legal proper ty owner I acknowledge, under stand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement; or pending sale, responsibility far compliance with the DWQ Stnr rnwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwatex treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
I, a Notary Public for the State of _ . County of
do hereby certify that
personally appeared
before me this _ day of _ . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires

i

e.
Y, APPLICANT'S CERMICAI ION
1, (print or type name of person Iisted in Contact Information, item 1a)1 Ja r � S; P ctl
certify that the information included on this permit application forth is, tDkhe best of My knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be necotded, and a proposed project complies with the requirements of the
applicable stormwatet rules under 15A NC 000, SL 2006-246 (Ph II -. Post Construction) or SL 2008-211.
Signahue_
I, Lc L l— _ __, a Nota Public for the State of I G + L - , County of
ZT
do hereby certify that ! �r gL._._....� personally appeared
before m flits day of �0 OfU , and a ledge the d utio application for
a stotmwatei permit Witness my hand and official seal,
•�...-- --•a. �.
r M PO
av4k . .
SEAL
My commission expires /C� +Q (J `o*7 //

m �
� r.
a
C
Q K:
���
,,rv�....

Permit Number:
(Io he provided by DWQ)
Drainage Area Number: I
Wet Detention Basin Operation and Maintenance Agreement
t will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the 13MP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system check one):
❑ does does not
This system (c eck one):
❑ does does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the roblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
U-__.... VII/A"I Iir... f%0.1,A n.... e
i cn

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:..
How 1 will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
17-rosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessaa.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form 5W401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.40 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads _4.40 feet in the forebay, the sediment
shall be removed. ^
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
769.10 1 Pe lanenl
------------------ Volume
i 768.00 -ft Min.
Sediment
Storage
Permanent Pool Elevation 773.50
Pool
`- - Sediment Removal Elevation 769.10---- Volume
Bottom Elevation 768.00 j 1-ft
Storage
F'OREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided b, DWQ)
i acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system orprior to any changes to the system or responsible party.
Projeci name: Rob i^1 4aJ
BMP drainage area number:
Print name: 13 `S 1 G4 L In
Title: ! ► ►?rt .p /' /!"f -e—., P�Aejb/
Address: xg ci c �34 6 C�;e e ,-J d�o, AJ C � 7
Phone: _3 3 b "- 2-7 � / O / 0 ,
Signature:
/II (�_//0
Note: The legally responsible party should not be a homeowners association unless more than 50% of'
the lots have been sold and a resident of the subdivision has been named the president.
I, U d +`t , a Notary Public for the State of
o4, ALL, , County of t , do hereby certify that
r r i.Q personally appeared before me this `
day of rl , mow, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
G�YN I►0�`.,
N OTAft''
. P B LAB-, .. N
S IAA L
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

' r• � ` x 1r
u+ •

Permit No. S LA/ '�67 a LrO/ kc7�
(to be provided by DWQ)
AEOMA
�F WA7�9O G
y
NCDENR p Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted Mong with all of the required information.
11 PROJECT�INFORMATION
Project name RoNnhood Manor Apartment Homes
Contact person Michael Westcott
Phone number 336-310-1480
Date 7/28/2011
Drainage area number Wet pond #1
11:;DESIGN .tNFORMATION
�"" ; Y7111— _ �3
Site Characteristics
Drainage area 361,112 ft�
Imperious area, post-tievelopment 165,528 fig
% imperious 45.84 %
Design rainfall depth 1.0 in
Storage Volume: Non -SA Waters 1'� Z 3 p 2&6 —
Minimum volume required 13,920 ft3 OK vrvd)l GI y.S�
Volume provided �i;t24 .,a
I( $St�c_i� (TPY�,�)
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume ft3
Pre -development 1-yr, 24-hr runoff It
Post -development 1-yr, 24-hr runoff 03
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
2.8 in
Rational C, pre -development
0.35 (unitiess)
Rational C. post -development
0.85 (unitless)
Rainfall intensity: 1-yr, 24-hr storm
0.19 inlhr OK
Pre -development 1-yr, 24-hr peak flow
0.34 fl3isec
Post -development 1-yr, 24-hr peak flow
0.34 fOlsec
Pre/Post 1-yr, 24-hr peak flow control
0.00 ft'tsec
Elevations
Temporary pool elevation
774.84 fmsl
Permanent pool elevation
773.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
768.00 fmsl
Top of 1 Oft vegetated sheaf elevation
774.00 fmsl
Bottom of 1 Oft vegetated shelf elevation
773.00 fmsl
Sediment cleanout, top elevation (bottom of pond)
769.10 fmsl
Sediment cleanout, bottom elevation
768.00 fmsl
Sediment storage provided
1.10 ft
is there additional volume stored above the state -required temp, pool?
N (Y or N)
Elevation of the top of the additional volume
fmsl
Form SW401-Wet Detention Basin-Rev.9-9117M Parts I- & IL Design Summary, Page 1 of 2

Permit No.
(!o be provided by D W4)
Il. DESIGN.INF,ORMATION__
Surface Areas
Area, temporary pool
13,892 ftz
Area REQUIRED, permanent pool
10,075 ft?
SAIDA ratio
2.79 (unitless)
Area PROVIDED, permanent pool, Apermpoal
10,290 fh
OK
Area, bottom of 1 Oft vegetated shelf, Ate, ndf
7,967 fe
Area, sediment cleanout, lop elevation (bottom of pond), A,a_p,,d
3,384 ft'
Volumes
/ k, / SD _5 1411
Volume, temporary pool
_4r124 ft
OK
Volume, permanent pool, Vp , _x I
30,266 ft'
Volume, forebay (sum of forebays if more than one forebay)
5,630 ft3
Forebay % of permanent pool volume
18.6% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y or N)
Mountain/Piedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
2.79 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,, -,.,,
30,266 ft'
Area provided, permanent pool, A,._,d
10,290 W
Average depth calculated
3.00 ft
OK
Average depth used in SAIDA, d, (Round to nearest 0.5ft)
3.0 ft
OK
Calculator; option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ap._,d
10,290 ff
Area, bottom of 10ft vegetated shelf, Abt d,df
7,967 ft�
Area, sediment cleanout, top elevation (bottom of pond), Ab,_pd
3,384 {�
"Depth' (distance b1w bottom of 1 Oft shelf and top of sediment)
3,90 ft
Average depth calculated
3.20 ft
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
3.0 ft
OK
Drawdown Calculations
DTSwdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
1.50 in
Area of odfice (if-non-circutar)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (H.)
1.34 ft
Drawdown through weir'?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.34 ft3lsec
Post -development 1-yr, 24-hr peak flow
0.34 ft3lsec
Storage volume discharge rate (through discharge orifice or weir)
0.07 f0fsec
Storage volume drawdown time
4.96 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Shear Gate Valve
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I. & II. Design Summary, Page 2 of 2

Pond Design Worksheet
Project: Robinhood Manor
Watershed Characteristics
71281201 f
�
-
i
e
Urrai age;
S
Surface Area
(A B-GFa
Area.
_A
Al!
SCSCurve Numr
8.29
0.00
3.80
45.84%
2.79
C
85
Pro and Post -Development Flow *Rational Method
Year ,Pre-'Daveloprnent
0,35
0.12
8.29
0.35
1�
,,Yebr;Podt-DevelopMent.'.!r;',' WN-2 DU
L
0,05
0.12
8.29
0.85
-­­
10..Y6aiRre:DekieIbpr60t
0.35
5.81
0.29
18.86
I GY6dr.
0.85
5.81
8.29
40.94
100.Y6ar Post-Clev"elo'lp'm 8'_nC'! --' -;UE'
0.85
B.01
8.29
56.44
Pond Volume Reaulremerris
Peak 131scharge/Elevation
Rs uireme
.±Quantitr!
Teen o" Sediment Sto(Agb Twr
0
0
768.00
_kVYear
0.313
774.90
0.125
3782
F,10Year,J
1.48
775.02
T6W-Sedlrherit Stora e t
3782
769.10
N.100Yed7,J
2A1
775.06
ptift.vvq: podl i.,
4.40
773.50
Su rface 'Area' R eq uIr&d
10,075
T 6 m p.W 0: S t 6 _r a ye
1.00
13919.24
774.63
10,290
Sim to Method I
13919.24 of
JTempWQ Storage Provided
I n"W F E i 1 47124 J�ZPPIEV=!J 302661 Storage Provided
Stage/Stomaefunction Pond Structure
HOW A 831VW1801S aNV SaNY113M
alro 83iym - dqa
NNE 90V
Lg&���
g am
rVVVVI(_ -4,0
Conlo�yrr,PF6rebeVV�
WPond
SAreaR€
t"t
Carjo
j,Wd
F­',n r! I 'j"
1,
c;4duJI),"�
Fk
~
-Twwor Dam 7
778.05 It
Darii':9.'
768 ft
768.00
1,155
2,906
3,384
-
' 11134_rn.WldthW;
to It
769.00
1.394
3,380
3,384
3.384
3,384
;-�,WQ'0(1116G'Dla.ti;
1.5 In
770.00
1,634
3.888
4,413
3,898
7,282
4WQ
773.50 ft
771.00
1,892
4,411
5,522
4,987
12,249
772.00
2,166
4,952
6707
B,1 15
18,304
Dlaifieter:�'.'>X I'l
24 In
773,00
2,452
5515
7!987
7,337
25.701
774.04 ft
773.50
-
10.290
10,290
41664
30,266
Weir: Coeffiolent79'.
3.00
774,00
12614
12,614
5,726
36,992
Oflflea'COefficl6Wt
0.60
774.84
13892
13,892
11,133
47,124
Trash'Rsek--;­,'
775,00
14138
14,138
2,242
49,366
36 in.
778.00
15,715
15,715
-
Barrel
0.00
18.00 In
0.00
IrWUEsteqT*-J'-'j
769.00 ft
0.00
10.1,06Wn:StCe�ii*
768,00
0.00
U?
71.00 It
0.00
Coe;dle t,;,.
0.60
0,00
Sl
1,41%
0,00
0,00
Welr-CO6fflcIOhF'_Z_'!
3.00
0,00
775.03 ft
0,00
10.00 ft
oe ,
SIIUS- T�5;70
4.501 4.50
Antl
Width liifar i
5 ft
HelOt.;PMR1
3 ft
Safe '.Facto
1.31
Perm PO-01 w zy30266 of
22 Shelf I7967 af
, -
p1riliO--1T 0011 -
Bdttdrri Pond " gl 184'SL-�
ft
Dap, (Optidn'11"', 3
I)zM(OOIIon'2)1_' I. ;
10 '61, 4 1 %111 Q 0 V # $'
-��A CApt 4
SEAL
•
OU244
42
IN
(j
Ad cc 44 it C,-(

Permit No.
(to be provded by naval
ILRWA
NCDENR
The
Project name
Contact person
Phone number
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Nan -SA Waters
Minimum volume required
Volume provided
Storage Volume: $A Waters
O� � W AT�RQG
P -C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
Checklist (Part 111) must be printed, fitted out and submitted along with a of the required lnformarion.
Rob' d Manor Apadment Homes '% x
Wchael4iesloatt `, ?
336-3W-1480
7/28/2011 '
Wet pond #1
361,112
45 %
1.0 in
3,920 ft3 OK
f�OK, volume provided is equal to or in excess of volume required.
q-1-
.
1.5 runoff volume
y tr
Pre-ivaopment 1-yr, 24-hr runoff
fe
Post -development 1-yr, 24-hr runoff
if
Minimum volume required
fl3
Volume provided
A`
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow requir ?
:A .. Y . (Y or N)
1-yr, 24-hr rainfall depth
2.8 in
Rational C, pre -development
0.35 (uni0ess)
Rational C, post -development
'.1 0.85 (unitless)
Rainfall Intensity: I -yr, 24-hr storm
0.19IrVhr OK
Are -development 1-yr, 24-hr peak flow
0.34 ft3lsec
Post -development 1-yr, 24-hr peak flow
0.34 felsec
PrelPostf-yr,24-hrpeak flow contral
0.00 ft3lsec
Elevations
Temporary pool elevation
, " ' -_ 774.84 fmsi
Permanent pool elevation
773,50 fmsi
SHWT elevation (approx. at the perm. poa elevation).
768.00 fmsi
Top of 10ft vegetated shelf elevation
774.00 fmsi
Bottom of 10ft vegetated shelf elevation
;; 773.00 fmsi
Sediment cleanout, top elevation (bottom (pond)
488& frnsf�'
7 ��� 00
Sediment deanout, bottom elevation
< :769.00 frn9h---�
Sediment storage provided
1.06 ft
Is there additional volume stored abov the state -required temp. pool?
N y . (Y or N)
Elevation of the top of the additionalvolume
a � fmsi
Form SW401-Wet Detention Basin-Rev.e-9117ra9 Parts I. E IL Design Summery, Page 1 of 2

5K/g0901-f o 1
Permit Number: +` t
(to be provided by DWQ)
Drainage Area Number: :& i
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 'inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
n--- 1 -F A

BMP element:
Potentialproblems:
How I will remediate the roblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
ulIies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessa
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.

sw109 0'V o/
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number:Bioretention Cell #1
Print name: fs 9 All
Title: /1-1 9 -1 dt
Address:.......... �d x _...30,/�.•,44 Ld rd AJCn 7 y
Phone: 33 — d'L 9� - 9 0 / 0
Signature: _
Date:— 3
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I��u ! 7" c.c. �-i �u
y�
a Notary Public for the State of
�de 4 L.O v << , County of f,11Dnal _ , do hereby certify that
/r personally appeared before me this Se
day of (y! , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 10-04—.2d %
Form SW401-Bioretention I&M-Rev. 2 Page 4 of 4

� 1 i•.
'�, ti �•• • yam= ' - .

Permit Number: o
(to be provided by DWQ)
Drainage Area Number: �Lracc+� r
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
l wilI keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— ImmediateIy after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anysediment off -site.
The flow sputter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
C..,.... QIII F I A A I 1 .,.1 Q,......,l,,.. 17.4 . Q+-.. D--. --4 D:..,....:.... U..FF.... n0.11A D— } n--- 1 -r i

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the Swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if a licable .
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabitize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application,
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
C.,...« Qit II TA(AI 1 .,. 1 Q.....,., A__ Cf-:.. D..FC . nP.11A D_'1 T-)_ I _i l

5w4tD70ItDl
Permit Number. - b�, i
(to he provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number:Bioretention Cell #1
Print name: l�a���r S�`�aI
Title: Yla a—
Address:"P.O. -L -o>c Ub -
Phone: �3G- 29 z-yar a
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of Qlu� lu�� , do hereby certify that
r e " personally appeared before me this 1-7d
day of v(1 , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
SEAL
My commission expires
❑.,-- 0111i IAn l I .. -t 0---- 4- r:l+-, L' , - D....F.......] D:......:.... D-CV- n v.RA D-1 I n. -- 'l -47 1

Sr✓q o90 Lto
Permit Number: -5L-3'108 H eP1
(to be provided by DWQ)
Drainage Area Number: -BfQccit -& z
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).

BMP element:
Potential roblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed) -
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location, Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
c.._ curAni D: t ti 1ID.AA o,...I n....-7 —17A

BMP element:
Potentialproblems:
How 1 will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
CIean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786,

S r~/H og o410/
Permit Number;
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number:Bioretention Cell #2
Print name: �a "tj
Title:
Address: O -Eox ZI -11 q
Phone: 33 C. - 29 2 - 90i a
Signature:
Date: •313 d /a 9
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, /)0 U &&j , a Notary Public for the State of
�Urih ��D 4a-If cf,. , County of Cz4 illor / , do hereby certify that
�5"2 personally appeared before me this 56)
day of vd , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires `D -69 aa1 1
Form SW401-Bioretention 1&M-Rev. 2 Page 4 of 4

1
�
r �

SWK o 4o'101
Permit Number: �raa
(to be provided by DWQ)
Drainage Area Number: '3#occ if -"-z-
Fiiter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anysediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
c,...- ctitin inns I ., -i c. a C.'I .. c, n,,.,*,.....a u...,..— D.." . nv.n,r E)-., I n.,..., 1 -1 '1

BMP element:
Potentialproblem:
How I will remediate the roblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the IeveI lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
❑,._.„ OtLIT IAAI t -.,-I U.1+--Ca ;_ o....... A n..4V llD.6A D. '2 n---'7 _F'I

Sh/gO°ro*o I
Permit Number. Sasa-w,r
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood_Manor Apartment Homes
BMP drainage area number:Bioretention Cell #2
Print name: E�_O rrm �i ogee
Title: Yea
Address: tom• Q
Phone: 33L — OI Z - 9 e5 i a
Signature:
Date: 3 �_3 d /o
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1i
I, i.._.�1..�..AL
Li�l
_6A__�" , County of
t a Notary Public for the State of
-4- , do hereby certify that
personally appeared before me this T<J
day of .,, e , 2002, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
4 aa �_
SEAL
My commission expires
n,,...., C'uIT T14A1 7 .,...,I r. » a » r;4 » e.»: , o t » a u: »; 0'-Vr » n v_aA T)— I

::
��
t
' .. �
_'•r
-,
•
R
y •
•} � .. ..i�•`.

SWgo'joLjo/
Permit Number:
(to be provided by DWQ)
Drainage Area Number: a3
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
Heavy equipment will NEVER be driven over the bioretention cell.
Special care will be taken to prevent sediment from entering the bioretention cell.
Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide Lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is dogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
a licable).
C.,— C13TAf11 O.P.RA D....'2 n--- ! .,FA

BMP element:
The pretreatment area
The bioretention cell:
vegetation
The bioretention cell:
soils and mulch
Potential problems:
Flow is bypassing
pretreatment area and/or
gullies have formed.
Sediment has accumulated to
a depth greater than three
inches.
Erosion has occurred
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Tree stakes/ wires are present
six months after planting.
Mulch is breaking down or
has floated away.
Soils and/or mulch are
clogged with sediment.
An annual soil test shows that
pH has dropped or heavy
metals have accumulated in
the soil media.
How I will remediate the problem:
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after grading.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
restabilize thepretreatment area.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand.
Prune according to best professional
practices.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove tree stake/wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
Dolomitic lime shall be applied as
recommended per the soil test and
toxic soils shall be removed,
disposed of properly and replaced
with new planting media. __
C..«... Q\llAn l .-- !l P.Pd o.,.. '} n,...,, 7 of A

BMA element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
CIogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Domes
BMP drainage area number:Bioretention Cell #3
Print name:� Ct
Title: / fMR r CC
Address: P Q /--S C 6� r• P N S o N 7
Phone: 3-3 � — C;� `? I- - 9©1 4
Signature:
Date: 3 /3 a/° %
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, l 06?4 /V Ai Ou
a Notary Public for the State of
�1JDrl [Q�� ti ti , County of ,�%t�i %�a-{C.� , do hereby certify that
"a "g-4 Z personally appeared before me this ad
day of o�, and acknowledge the due execution of the
forgoing bioretention maintenance requirem nts. Wi a,y hand and official seal,
SEAL
My commission expires 14 -e !2 / /
Form SW401-Bioretention 1&M-Rev. 2
Page 4 of 4

'.' � .,
� •�.
_ _ .. �
�.
. .'., , t _s .. ... _
...' � •�'
�� '�.

S k/`t CY9 b't O
Permit Number: a�
(to be provided by DWQ)
Drainage Area Number: -B oce- I :&3
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
Iog in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
Once a year, the soil will be aerated if necessary.
Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set Iocation and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anysediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
c,...... V1171Innl i ,. -1 a ---- A-- V;I#-. c—;- n « A n:--- :-- o..4x _ n9.hA o,... Z n--- 1 _r'l

BMP element-
The Swale and the level
lip
The bypass channel
The filter strip
The receiving water
Potential problem:
The swale is clogged with
sediment.
The level lip is cracked,
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader that
shows stormwater has
bypassed it.
Trees or shrubs have begun
to grow on the swale or just
downslope of the level lip.
Areas of bare soil and/or
erosive gullies have formed.
Turf reinforcement is
damaged or ripap is rolling
downhill.
Grass is too short or too long
(if applicable).
Areas of bare soil and/or
erosive gullies have formed.
Sediment is building up on
the filter strip.
Plants are desiccated
Plants are dead, diseased or
dying.
Nuisance vegetation is
choking out desirable species.
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Remove the sediment and dispose
of it off -site.
Repair or replace lip.
Regrade the soil to create a berm
that is higher than the level lip, and
then plant a ground cover and
water until it is established. Provide
lime and a one-time fertilizer
application.
Remove them.
Regrade the soil if necessary to
remove the gully, and then
reestablish proper erosion control.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestab[ish
the erosion control material.
Maintain grass at a height of
approximately three to six inches.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Remove the sediment and
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Provide additional irrigation and
fertilizer as needed.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Remove vegetation by hand if
possible. If pesticide is used, do not
allow it to get into the receiving
water.
Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1786.
r,._ O\l!i TAAI I --I c a r.:1.-- c.-:. D a D: D..FF CIV hA D.,., I D.,,.,. 7 -F 2

Permit Number: W&J C?'J 0q D
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number: B ioretention Cell #3
Print name:
1�3 `; 1 1�
7 S'
/ G--
Title:
MCC ✓7 -t 5
,* /-
Address:._
Phone: -3 3 4
Signature:
Date:.
6' r'-e Q - s za rd
0
IV �-7-/i�,
Note. The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
J16) County of e4 i l�1),Q4Or , do hereby certify that
- / Ay u'�, personally appeared before me this
day of zoq d=k, and acknowledge the due execution of the
forgoing filter strip, riparian bluffer,/and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires /4 _d4t' /
17--,, CA11T IAni I ,.. f c. + _ n:1+-, c.-:., o,.,,., -A D;--_;-- o..a;._ nv.nAD­ 'I n-__ '2 —F'I

5w`tD�o�
Permit Number:
(to be provided by DWQ)
Drainage Area Number: `f`Ta+ i
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed,
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
C....... 01WAA1 0- 1
01,,.,., 1 _ r Z

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
The observation well
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 91 9-
outlet.
733-1786.
c,.— cwnni I-r.I.-.,.:-- 'P---s, f1D.AA D- I n..,.,. 7 -Ir I

5k/I o� oho I
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name-Robinhood Manor Apartment Homes
BMP drainage area number:Infiltration Trench 41
Print name. -?>O rf,:4 SrcSa 1
Title:
Address: t. a ��>< E.30G
Phone: 336, -
Signature:
Date: 3 3d�o 9
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,11 .t , a Notary Public for the State of
Of County of f� , do hereby certify that
cSi �y personally appeared before me this 3o
day of , and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my band and official
seal,
SEAL
My commission expires Ld -D

Permit Number:
(10 he provided by DWQ)
Drainage Area Number: i Z-r'
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— ImmediateIy after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment Ioad to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem;
How 1 will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged,
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.

BMP element:
Potential roblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
PIants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-17$6.
1---- 01111 TA"I 1 --I C.........7. C.N.— Vt._ Unn.n.-..a 0:......:..« n..4T .. C%AAA D. i !].. ,... I _f 2

Permit Number:
5 wq C>J0Cf 01
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number: Infiltration Trench 41
Print name: �arrH c��Sg I
Title: M c., a_9 e.
Address: 1�• O . �toc F3o(.- rce,,; bro. tx. c, Z 7 111 9
L -25'z. - g a r b
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, 0
a Notary Public for the State of
lf. *--Ih �U11 AJcd, , County of �'r �� ��� , do hereby certify that
Gr f r �P ef a-IJ personally appeared before me this
day of !�/ , �04 , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL
A (' �
My commission expires /to -4e9 -PD / I
r,.-- curt I A A I I --I c— -A , V;I+-- Ll .-; , D—f A n: n..tr ..l1V.hA D, I tl--, 1 -r Z

. - . . r. I .. ` -, ..

51V'qOgOFI0 f
Permit Number: -*vc*8"rb7t'
(to he provided by DWQ)
Drainage Area Number: X r-.trz
infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
-- The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP i
Trash/debris is present.
Remove the trash debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.

BMP element:
Potentialproblem:
How I will remediate the roblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75`Yo of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
c,....., cXunni naNA o,... -� n., -') nF'2

Permit Number:
(to he provided by DWQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number: Infiltration Trench #2
Print nar
Title:_
Address:
`t / r
5
�0 X&a x
r -P q e.
t2L:20 G V-r Q Q 'IJ S L d '-a_ "(Z_ '17- 7 V
Phone:
Signature:
Date: -3 3 Q
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
4u Zt + 3 , a Notary Public for the State of
Dl� �ko ira�, County of - i �U�� , do hereby certify that
sty personally appeared before me this 3d
day of /�(� c , and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
Lam.
SEAL
My commission expires_ .LO — q- V I I

t
i,
1 r" , �
J .'
•.} �
�\
• � � �. ,
1
i •' � � 'S 1

SW�,Oac�tol
Permit Number: -6oap r�
(to be provided by DWQ)
Drainage Area Number: —o-2
Filter Strip, Restored Riparian Buffer and bevel Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anysediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
re air.
G'..— c111r r A A I 1 ---I C,..r.,...1.,« C; I+-,- Ct«;., 0.,..t....,.7 U;.....-;.,.. D..F%„- nP.A.4 o.... Z 17...... 1 of 2

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level Lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-17$6.
c,.__ can inns I _._1 c a ❑;i. cr_:. n...... A o:....-: _ o..fr .. e-mkx n,,.. I n.,,.., 7 -r'I

S i✓-t 01 Of't 01
Permit Number.
(to he provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number: Infiltration Trench #2
Print name:
Title: Y�ona.gC�
Address:'P. a . bx 430 (A C r�Ensbes.-o4 4� 2 7---
Phone: 33(o - 2G Z - 90/ D
S
Date: 3 �-� d�d 9
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
�OL L t +� , a Notary Public for the State of
'VUt- , County of 2L 14ccl , do hereby certify that
personally appeared before me this 3'J
day of , 07 e , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAT,
My commission expires `d
c,...._, cnn inn i r ,. -1 Q---- A-, E7;4— Q.-;- n....., --A o:..,...,.., o..a;.- nQ.IkA D—'I n.. - '2 -f"I

5 wfol os-fo I
Permit Number:
(10 be provided by DWQ)
Drainage Area Number: yTs*3
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anysediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
C,.— C%111 7An l i --] A— Caa,.- QM:.. D,.—,.,1 D:..,...-- U..FF - !NV., R D,,.. I n-,... 1 -i 2

BMP element:
The swale and the level
lip
The bypass channel
The filter strip
The receiving water
Potential problem:
The swale is clogged with
sediment.
The level tip is cracked,
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader that
shows stormwater has
bypassed it.
Trees or shrubs have begun
to grow on the swale or just
downslope of the level lip.
Areas of bare soil and/or
erosive gullies have formed
Turf reinforcement is
damaged or ripap is rolling
downhill.
Grass is too short or too long
(if applicable).
Areas of bare soil and/or
erosive gullies have formed.
Sediment is building up on
the filter strip.
Plants are desiccated.
Plants are dead, diseased or
dying.
Nuisance vegetation is
choking out desirable species.
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Remove the sediment and dispose
of it off -site.
Repair or replace lip.
Regrade the soil to create a berm
that is higher than the level lip, and
then plant a ground cover and
water until it is established. Provide
lime and a one-time fertilizer
application.
Remove them.
Regrade the soil if necessary to
remove the gully, and then
reestablish proper erosion control.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestablish
the erosion control material.
Maintain grass at a height of
approximately three to six inches.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
Remove the sediment and
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Provide additional irrigation and
fertilizer as needed.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Remove vegetation by hand if
possible. If pesticide is used, do not
aIIow it to get into the receiving
water.
Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1.786.
❑.._ ctitin inns I --I c---- A-- c:i.,... C«_:_ A.....,. --A o: O.oPr nP AA 0—'1 n.,,.., `) lir Z

Permit Number: .st✓tC7q0z-i O/
(to he provided by DWO
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes
BMP drainage area number: Infiltration Trench #3
Print name:fS `r
Title: / `", g - 7 q
Address: _�•_ ® X 3 6 �r r e-�, s 1a --d /V C
Phone:
n
Signature:
Date: 3 �3 % %
0
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
/ u-- n , a Notary Public for the State of
, County of flj�,ca� , do hereby certify that
i r-P personally appeared before me this Sd
day of ADO , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
�O
SEAL
My commission expires_ ILI)-dui—.Dt/
r_-- 011IT inns I ,.. I Cc...... —A—.. 17:4-- Q.-:- F)--., --A o:. o..tr nn.AA o.... I n.. _ 2 -f 2

..., 1t i', ' ,�t, .
ti
� '
r ;
,�,
•
�
S•
�, � ,
•� • .
r , s --
...,
�y
�
--.
l

5W it 001 c1q C) /
Permit Number: 54�u
(to be provided by DWO
Drainage Area Number: �r-a-3
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is present,
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.

BMP element
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying,
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow piRe is damaged..
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
t,--., VIVAni -r_,--L, nn.nA u,... 1 n--- 7 -f'I

5c'Itto
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Robinhood Manor Apartment Homes „ „ ,,._......,.._..
BMP drainage area number: Infiltration Trench #3
Print name:
Title: M r ., r -
Address: P._0. JfSax _ tea �- rC--"5bO'O uJc Z-29?/IT
Phone: 33 C.- Z9 z-'16 i o
Signature:
Date: 3 13 d d 9
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1,
I " 1, L
a Notary Public for the State of
C1-4.t-L County of (A& i fla4&17 , do hereby certify that
personally appeared before me this SZ
day of , and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires 1 '�9 - �O y -0?4 %/
V--- CIINMI CIP.KA D- I T)1-- '1 -4 - 'I

6 —

Compliance Inspection Report
Permit: SVV4090401 Effective: 10/12/09 Expiration: 04/14/19 Owner: Robinhood Court Apartment Homes LLC
Project: Robinhood Court Apartment Homes
County: Forsyth Robinhood Rd
Region: Winston-Salem
Contact Person: Michael B Westcott Title:
Directions to Project:
Type of Project: State Stormwater - HD - Bioretention
Drain Areas: 001 - (Muddy Creek) (03-07-04) ( C)
002 - (Muddy Creek) (03-07-04 ) ( C)
003 - (Muddy Creek) (03-07-04 ) ( C)
004 - (Muddy Creek) (03-07-04 ) ( C)
005 - (Muddy Creek) (03-07-04 ) ( C)
006 - (Muddy Creek) (03-07-04) ( C)
007 - (Muddy Creek) (03-07-04) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 0611512011 Entry Time: 09:00 AM
Primary Inspector: Sue L Homewood
Secondary Inspector(s):
Robert D Patterson
Brian Lowther
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Winston Salem NC 27106
Phone: [phone]
State Stormwater- HD - Infiltration
Exit Time: 11:00 AM
Phone: [phone]
Phone:
Phone:
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW4090401 Owner - Project: Robinhood Court Apartment Homes LLC
Inspection Date: 06/15/2011 Inspection Type: Compliance Evaluation
Reason for Visit: Follow-up
Inspection Summary:
File Review
Yes
No
NA
NE
Is the permit active?
■
n
n
n
Signed copy of the Engineer's certification is in the file?
■
n
n
n
Signed copy of the Operation & Maintenance Agreement is in the file?
a
n
n
n
Copy of the recorded deed restrictions is in the file?
n
n
n
Comment:
Built Upon Area
Yes
No
NA
NE
Is the site BUA constructed as per the permit and approval plans?
■
n
n
n
Is the drainage area as per the permit and approved plans?
■
n
n
n
Is the BUA (as permitted) graded such that the runoff drains to the system?
®
n
n
n
Comment: repaired roof drains that were not properly draining to bmp.
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
n
®
n
Cl
Are the inlets located per the approved plans?
®
In
n
n
Are the outlet structures located per the approved plans?
■
n
n
n
Comment: working on modification and ammendmentslas built changes.
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
■
n
n
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ
n
n
n
n
upon request?
Comment: repaired maintenance problems.
Other Permit Conditions
Yes
No
NA
NE
Is the site compliant with other conditions of the permit? n ® n n
Comment: final bmp not installed but buildings occupied.
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? n ® n n
Comment: sediment loss into stream, site not stable as needed.
Page. 2

Compliance Inspection Report
Permit: SW4090401 Effective: 10/12/09 Expiration: 04/14/19 Owner: Robinhood Court Apartment Homes LLC
Project: Robinhood Court Apartment Homes
County: Forsyth Robinhood Rd
Region: Winston-Salem
Contact Person: Michael B Westcott Title:
Directions to Project:
Type of Project: State Stormwater - HD - Bioretention
Drain Areas: 001 - (Muddy Creek) (03-07-04) ( C)
002 - (Muddy Creek) (03-07-04 ) ( C)
003 - (Muddy Creek) (03-07-04) ( C)
004 - (Muddy Creek) (03-07-04 ) ( C)
005 - (Muddy Creek) (03-07-04 ) ( C)
006 - (Muddy Creek) (03-07-04) ( C)
007 - (Muddy Creek) (03-07-04 ) ( C)
On -Site Representative(s)
Related Permits:
Inspection Date: 05/1912011 Entry Time: 10:00 AM
Primary Inspector: Sue L Homewood
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Winston Salem NC 27106
Phone: [phone]
State Stormwater - HD - Infiltration
Exit Time: 11:30 AM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page: 1

Permit: SVV4090401 owner - Project: Robinhood Court Apartment Homes LLC
Inspection Date: 05/19/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment: roof drains from some buildings not draining to BMP
n\Rr RA ---...._.-
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: see inspection letter, many problems throughout site
®nnn
®nnn
®nnn
n n n
n n n
nnn
n®nn
Yes No NA NE
0 E 0 0
n®nn
n®nn
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
n
®
n
n
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ
n
n
n
upon request?
Comment: see inspection letter
Other Permit Conditions
Yes
No
NA
NE
Is the site compliant with other conditions of the permit?
n
®
o
o
Comment: One BMP not converted from sediment pond yet although buildings
occupied.
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? n ® n n
Comment: sediment loss Into stream.
sediment pond maintenance needed.
Page: 2

Compliance Inspection Report
Permit: SW4090401 Effective: 10/121C9 Expiration: 04/14/19 Owner: Robinhood Court Apartment Homes LLC
Project: Robinhood Court Apartment Homes
County. Forsyth Robinhood Rd
Region: Winston-Salem
Contact Person: MichaO B Westcott Title:
Directions to Project:
Type of Project: State Stormwater - HD - Bioretention
Drain Areas: 001 - (Muddy Creek) (03-07-04) ( C)
002 - (Muddy Creek) (03-07-04) ( C)
003 - (Muddy Creek) (03-07-04) ( C)
004 - (Muddy Creek) (03-07-04) ( C)
005 - (Muddy Creek) (03-07-04 ) ( C)
006 - (Muddy Creek) (03-07-04 ) ( C)
007 - (Muddy Creek) (03-07-04 ) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 03122/2010 Entry Time: 11:30 AM
Primary Inspector: Sue L Homewood
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Q Compliant ■ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Winston Salem NC 27106
Phone: [phone]
State Stormwater - HD - Infiltration
Exit Time: 12:30 PM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page: 1
1�:

Permit: SW4090401 Owner - Project: Robinhood Court Apartment Homes LLC
Inspection Date: 03122/2010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
File Review
Yes
No
NA N
Is the permit active?
■
n
n n
Signed copy of the Engineer's certification is in the rile?
n
■
n n
Signed copy of the Operation & Maintenance Agreement is in the rile?
■
n
n n
Copy of the recorded deed restrictions is in the file?
n
n
n ■
Comment: no engineer cert on file per engineer representative attending site visit.
Built Upon Area
Yes
No
NA
NE
Is the site BUA constructed as per the permit and approval plans?
■
n
n
n
is the drainage area as per the permit and approved plans?
■
n
n
n
Is the BUA (as permitted) graded such that the runoff drains to the system?
■
n
n
n
Comment: Only evaluated for drainage areas that are stabilized and occupied at the
time of the inspection.
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
n
■
n
n
Are the inlets located per the approved plans?
®
n
n
n
Are the outlet structures located per the approved plans? ■ ❑ U
Comment: Measures not completed prior to occupancy. Biocell #2 installed but not
vegetated, Biocell #3 not constructed yet. Both areas occupied.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? D n 0
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ n ❑ ❑ ■
upon request?
Comment:
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? n ®n n
Comment: Occupying property prior to completion/operation of SMPs.
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ■ n n n
Comment:
Page: 2

0-tS
INFILTRATION BASIN O & M Inspection Report
1.
Drainage area is managed to reduce the sediment load to the basin:
,!j-
LJ
H
Li
2.
Bypass structure / Vegetated filter is free of erosion and obstructions:
❑
❑
❑
3.
Inlet device is free of erosion, damage or clogs:
❑
❑
❑
4.
Pretreatment area free of excessive sediment: v-%(D -�[x�
❑
❑
K
❑
5.
Pretreatment area is free of erosion: ,goG�
VVDr
�1�04
El
6.
Rip rap (if used) is, in correctly placed: 6La011
❑
❑
1�f
❑
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
❑
❑
❑
8.
Vegetation around the basin is maintained at -6 inches height:
[
❑
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
❑
❑
❑
E'+: i ' Sher ' w.a3..� na+7i uRef 4� - i�"r�; p! r. +L Ori ' i �� `L ,� kr •' ,4 La rli 4 '. � yE r531-:-m' 1 1 z N t 1'` 7 r ry_7,�_ 'T F' �.� ;v �,';._ {l fl
�Maiiri,Treat'inent.A'rea x�:���'�#�;�:,��a1.Z�aG=~^?�At�:.:r�..'�:;���-,»:��..���..�,.,fi�.�•� 1'�#�'�'.�.-�.����,��������I�������:�R��;��
10.
Main treatment area is free of weeds:
E�-
❑
❑
❑
11.
Vegetation in the basin is maintained at -6 inches height:
❑
❑
❑
12.
Main treatment area is free of excessive sediment:
❑
❑
❑
13.
Main treatment surface area is free of clogs:
❑
❑
❑
14.
Basin is drained and it has been more than 5 days since last rain:
❑
❑
❑
,�
¢}•• YI• t"`.1 :l4i� Y ``i � +1 . Y7 1 9"'� i �VQ � �y'�Y l I r i�h 1 1 SYf
'{kip {fit rya` '-X 1r i' f 1i v� '
E��'���I�t��.���_�..�.�w<
�.><��:.����':F�ar
1'
15.
Outlet device is free of erosion, clogs or damage:
❑
❑
❑
16.
Orifice size matches approved plans:
❑
❑
❑
17.
Relative elevations match approved plans:
❑
M,
❑
❑
18.
Outlet device draining properly - (free of standing water, cattails, etc.):
Nr
❑
❑
❑
V3.3_09

LEVEL SPREADERS, FILTER STRIPS AND RESTORED RIPARIAN BUFFERS
O & M Inspection Report
Flow Splitter/Bypass
1. The flow splitter device is free of clogs or damage:
2.
Stormwater bypass is installed:
❑
❑
❑
3.
Orifice size/weir heights match approved plans:
El
❑
El
4.
Turf reinforcement and rip rap are in good condition and the correct location:
❑
❑
❑
5.
Bypass channel is free of bare areas and erosion:
1!�
❑
❑
❑
Filter Strip/ Level Lip
6.
Level lip is in good condition (has not settled, been undercut, or eroded):
❑
❑
❑
7.
Filter Strip/ Level Lip is free of areas of bare soil, erosion or gullies:
❑
❑
El
8.
Filter Strip is free of excessive sediment accumulation:
❑
❑
❑
9.
Swale is free of excessive (covers grass, N4in. or more) sediment accumulation:
❑
❑
❑
10.
Level spreader is located as per the approved plans and is the correct length:
❑
❑
Vegetation
11.
Filter strip is densely vegetated:
❑
❑
❑
12.
Filter strip grass is maintained at a height of 3 to 6 inches:
❑
❑
❑
13.
Plants are healthy and are being maintained:
�
ElEl❑
14.
Down -slope area of the level lip is free of trees or shrubs:
�
!f
❑
❑
❑
15.
Nuisance or invasive vegetation has been properly removed:r
❑
❑
❑
16. Outlet is free of erosion, clogs or damage: 4 ❑ ❑ ❑
17. Level spreader end is free of erosion: \,Rf ❑ ❑ ❑
V3.3 09

0-0
D
BIORETENTION CELL: O & M Inspection Checklist
1. Inlet and Perimeter are free of erosive gullies and bare soil areas-.
X
❑
❑
2. Inlet device (swale, pipe, stone verge) is free of erosion, damage or clogs:
❑
❑
3. Weir heights appear to match approved plans:
�
❑
❑
❑
P..RETREATMENT {'•q t1 s, ^ ' A. k }i r` �;'t �;'A*Ak'
. .=. "+ a �€ i< ,a ,• s
4. Flow is entering pretreatment area (not being bypassed): �Gp Ipl1`�
+�rL•
❑
L.
❑
❑
5. Pretreatment area is free of erosion:
16
❑
❑
❑
6. Pretreatment area is free of excessive sediment or clogs:
❑
❑
❑
-AY ,!`Ti�� ��- �a RS
MAIN':TREATMENT{AREA S,f }� �`' �r� ' M'J3f Y.1i / �Yl i wz � x xH NkGl:i� %1 7�tti'K..Y.1�y� . ;gip �3 ^r��f.1r V f
7. Side slopes are 3:1 or less:
❑
❑
❑
8. The under drain system is free flowing and free of clogs (if applicable):
1�f
❑
❑
❑
9. Cleanout(s) and cap is provided for the under drain as per the approved plans:
❑
❑
❑
10. Heavy equipment has not been driven into the cell:
(
❑
❑
❑
11. Surface is free of piles of heavy materials (piles of mulch, etc):
❑
0
❑
❑
12. Ponding depth is 9-12 inches after rain:
❑
Z
❑
❑
13. All dimensions are >=10ft.:
❑
❑
❑
y ...... �. ..TZ(3N- - -� . ry <., of :�. v :y .:-'� +!; : -y.r. a. .s . • a.
SOIL./fNUIIGH and,,VkE &A.,�
14. Plants are healthy and being maintained:
❑
,l
❑
❑
15. The proper amount and type of vegetation is present in the cell:
❑
IN
❑
❑
16. Mulch is in good condition (has not broken down or floated/ migrated towards the outlet):
❑
❑
❑
17. Surface if free of excessive sediment and clogs:
❑
•q
❑
❑
18. Trees are free of stakes/wires > 6 months after planting:
❑
❑
�,
❑
19. The annual soil test shows the proper pH and absence of heavy metal accumulation:
❑
❑
❑
n
20. Outlet is free of evidence of improper drainage (no standing water, cattails, etc.):
.9
❑
❑
❑
21. Outlet device (drop inlet, weir, etc.) is free of damage or clogs:
❑
�&
9
❑
22. Orifice size matches approved plans:
❑
❑
❑
23. Outlet is free of damage, clogs, or erosion:
❑
M.
❑
❑
24. Relative elevations match approved plans:
❑
❑
❑
oJcr-rI f � K-QcL1/'
V3.3_09

LEVEL SPREADERS, FILTER STRIPS AND RESTORED RIPARIAN BUFFERS
O & M Inspection Report
1. The flow splitter device is free of clogs or damage:
2.
Stormwater bypass is installed:
❑
❑
❑
3.
Orifice size/weir heights match approved plans:
❑
❑
❑
4.
Turf reinforcement and rip rap are in good condition and the correct location:
❑
❑
❑
5.
Bypass channel is free of bare areas and erosion:
❑
❑
❑
Filter Strip/ Level Lip
6.
Level lip is in good condition (has not settled, been undercut, or eroded):
❑
❑
❑
7.
Filter Strip/ Level Lip is free of areas of bare soil, erosion or gullies:
❑
❑
❑
8.
Filter Strip is free of excessive -sediment accumulation:
❑
❑
❑
9.
Swale is free of excessive (covers grass, —4in. or more) sediment accumulation:
❑
❑
t91
❑
10.
Level spreader is located as per the approved plans and is the correct length:
❑
❑
❑
Vegetation
11.
Filter strip is densely vegetated:
❑
❑
❑
12.
Filter strip grass is maintained at a height of 3 to 6 inches:
❑
❑
❑
13.
Plants are healthy and are being maintained:
❑
❑
❑
14.
Down -slope area of the level lip is free of trees or shrubs:
❑
❑
❑
15.
Nuisance or invasive vegetation has been properly removed:
❑
❑
❑
Outlet
16.
Outlet is free of erosion, clogs or damage:
❑
❑
❑
17.
Level spreader end is free of erosion:
❑
❑
❑
V3.3_09

BIORETENTION CELL: O & M Inspection Checklist
1.
Inlet and Perimeter are free of erosive gullies and bare soil areas:
❑
❑
❑
2.
Inlet device (swale, pipe, stone verge) is free of erosion, damage or clogs:
.�
❑
❑
❑
3.
Weir heights appear to match approved{ plans:
❑
❑
❑
Y
i,,.. SS .M1S_ �. `r.. � 1 1 el q i L 1 d 3 31f 1 �11�ti'� W 41 ri
PRETREATMEfVTt f:1 � t V ': ; T�a� "A� : 5 '" ` z
? 1 ;°� 1
t °'
4.
Flow is entering pretreatment area (not being bypassed):
❑
❑
❑
5.
Pretreatment area is free of erosion:
❑
❑
❑
6.
Pretreatment area is free of excessive sediment or clogs:
❑
❑
❑
tY 'hL-i•' 3� k
;,MAIN•, REATMENT AREAy w ,.. a _. , ' ,_ ; �s r. r- ��` ` '?t�5t,ei ti}� F Z";Ai
7.
Side slopes are 3:1 or less:
[
❑
❑
❑
8.
The under drain system is free flowing and free of clogs (if applicable):
❑
❑
❑
9.
Cleanout(s) and cap is provided for the under drain as per the approved plans:
`lam
❑
❑
❑
10. Heavy equipment has not been driven into the cell:
X
❑
❑
❑
11. Surface is free of piles of heavy materials (piles of mulch, etc):
X
❑
❑
❑
12. Ponding depth is 9-12 inches after rain:
❑
❑
❑
13. All dimensions are >=10ft.:
D?�
❑
❑
❑
�"s1.Sai+ 4 H 7;''#ti.•��• h".'!!7'.F7s
:SOIL/,MULCFIiandVEGETATION.t`'�•;a'��. y;
ra.. ,. :'.+;,i,:s
r:sti�
:��'.,:.
�;::''c
14. Plants are healthy and being maintained:
❑
❑
❑
15. The proper amount and type of vegetation is present in the cell: �'1� e cb
(
g
❑
❑
16. Mulch is in good condition (has not broken down or floated/migrated towards the outlet):
❑
❑
6,
❑
17. Surface if free of excessive sediment and clogs:
P�
❑
❑
❑
18. Trees are free of stakes/wires > 6 months after planting:
❑
❑
9
❑
19. The annual soil test shows the proper pH and absence of heavy metal accumulation:
❑
❑
R
❑
R Jr r 1,�11}}..1h�,5 y�,WS'<c"j t '. S 'A +a•e. �.�,�y..,,,. 77. �'i°,.'a �;�r�t�:T{-.Ff�a"1^r,i i�¢�h
OUTLIET :�- �� � f'A [ 7u M�f Nn�f�:"11 �' .���ff! ._L].�1W ^I N7 �Y{kr.'1r4���}i+Y4�'5 1 6 �. • k t C
4ri.'�1,.c 4W+"$' � I�.fN.G :i�'Fai7A?+,"?^fi ��11..�� �Lyy,,� ray 'SL"�(Ir n�yer.f•i 1n1 u � 'S�Si. �1n �$'Jr .��. i.,,%�:
20. Outlet is free of evidence of improper drainage (no standing water, cattails, etc.):
;k
❑
❑
❑
21. Outlet device (drop inlet, weir, etc.) is free of damage or clogs:
IE�,
-
❑
❑
22. Orifice size matches approved plans:
�K
❑
❑
❑
23. Outlet is free of damage, clogs, or erosion:
1�f,
❑
❑
❑
24. Relative elevations match approved plans: -�, 4�_ l4�
❑
9
❑
❑
V3.3_o9

DC'
LEVEL SPREADERS, FILTER STRIPS AND RESTORED RIPARIAN BUFFERS
O & M Inspection Report
Flow Splitter/Bypass
1.
The flow splitter device is free of clogs or damage:
❑
❑
❑
2.
Stormwater bypass is installed:
❑
❑
❑
3.
Orifice size/weir heights match approved plans:
[�
❑
❑
❑
4.
Turf reinforcement and rip rap are in good condition and the correct location:
❑
❑
❑
5.
Bypass channel is free of bare areas and erosion:
E�
❑
❑
❑
Filter Strip/ Level Li
6.
Level lip is in good condition (has not settled, been undercut, or eroded):
a
❑
❑
❑
7.
Filter Strip/ Level Lip is free of areas of bare soil, erosion or gullies:
❑
❑
8.
Filter Strip is free of excessive sediment accumulation:
❑
❑
❑
9.
Swale is free of excessive (covers grass, —4in. or more) sediment accumulation:
❑
❑
9
❑
10.
Level spreader is located as per the approved plans and is the correct length:
❑
)9
❑
❑
Vegetation
11.
Filter strip is densely vegetated:
❑
❑
❑
12.
Filter strip grass is maintained at a height of 3 to 6 inches:
❑
❑
❑
13.
Plants are healthy and are being maintained:
❑
❑
❑
14.
Down -slope area of the level lip is free of trees or shrubs:
❑
❑
❑
15.
Nuisance or invasive vegetation has been properly removed:
[
❑
❑
❑
Outlet
16.
Outlet is free of erosion, clogs or damage:
❑
❑
❑
17.
Level spreader end is free of erosion:
;K
❑
❑
❑
V3.3_09

� INFILTRATION BASIN 0 & M Inspection Report
N
Drainage area is managed to reduce the sediment load to the basin:
Li
1)�'
Li
U
2.
Bypass structure / Vegetated filter is free of erosion and obstructions:
❑
❑
❑
3.
Inlet device is free of erosion, damage or clogs:
❑
❑
❑
4.
Pretreatment area free of excessive sediment:
❑
❑
❑
5.
Pretreatment area is free of erosion:
❑
❑
❑
6.
Rip rap (if used) is in correctly placed:
❑
❑
❑
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
❑
19�
❑
❑
8.
Vegetation around the basin is maintained at —6 inches height:
i�
❑
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
❑
❑
❑
Mai� Ire 'fi - Ydf�`,=� �� " 1'i .1c fl � T4,- #iY f i- '- Y Y•• J. .4'E3 ri _ k' n Treatment Area II, �,, �1.66 � � . ;{{y6 a �, 4
�._.e ;1k, •.�
l ..'S�k..c4iR1. . :3 R��i ./1�C'��.^'!.Y i+Y,. Fi^i.n.5'?+f[ .
10.
Main treatment area is free of weeds:
❑
❑
❑
11.
Vegetation in the basin is maintained at —6 inches height:
❑
❑
❑
12.
Main treatment area is free of excessive sediment:
❑
❑
❑
13.
Main treatment surface area is free of clogs:
❑
❑
14.
Basin is drained and it has been more than 5 days since last rain:
❑
❑
❑
f �.,.r- a:':rc -- —u; [ °Yis.-. - +f� 1` e � �x• ,. .!�'Tbivi ''�`.%-Y x G ��G°, _ �3�i1 'k%.�'ci «�.=�. `i "" � '�. �'Ys� `�!� �} fi�, f xv"4' >P ��'t�; �:G� r � �_" fr�'ty>'� �..
�putlet Device�,����,�+����, ���.k �`;�;: �.s.. �;�, �i� ��,� 4�:��► ��`-�.��<:�s�c�3=�fi�:��.�: ���.
_�t..:��:� _., . .�.:..i'ykr�Ei'� �
15.
Outlet device is free of erosion, clogs or damage:
❑
❑
❑
16.
Orifice size matches approved plans:
❑
❑
❑
17.
Relative elevations match approved plans:
12r
❑
❑
❑
18.
Outlet device draining properly — (free of standing water, cattails, etc.):
❑
❑
❑
V3.3_o9

LEVEL SPREADERS, FILTER STRIPS AND RESTORED RIPARIAN BUFFERS
O & M Inspection Report
Flow Splitter/Bypass
1. The flow spiitter device is free of clogs or damage: 25, ❑ ❑ ❑
2. Stormwater bypass is installed:
3. Orifice size/weir heights match approved plans:
❑ ❑
❑ ❑
4.
Turf reinforcement and rip rap are in good condition and the correct location:
❑
❑
❑
5.
Bypass channel is free of bare areas and erosion:
❑
❑
❑
Filter Strip/ Level Lip
6.
Level lip is in good condition (has not settled, been undercut, or eroded):
❑
❑
7.
Filter Strip/ Level Lip is free of areas of bare soil, erosion or gullies:
❑
❑
❑
8.
Filter Strip is free of excessive sediment accumulation:
2(
❑
❑
❑
9.
Swale is free of excessive (covers grass, —4in. or more) sediment accumulation:
❑
❑
Q
❑
10.
Level spreader is located as per the approved plans and is the correct length:
❑
❑
❑
Vegetation
11.
Filter strip is densely vegetated:
❑
18,
❑
❑
12.
Filter strip grass is maintained at a height of 3 to 6 inches:
❑
❑
❑
13.
Plants are healthy and are being maintained:
❑
❑
❑
14.
Down -slope area of the level lip is free of trees or shrubs:
I&
❑
❑
❑
15.
Nuisance or invasive vegetation has been properly removed:
❑
❑
❑
Outlet
16.
Outlet is free of erosion, clogs or damage:
❑
❑
❑
17.
Level spreader end is free of erosion:
❑
❑
❑
V3.3_o9

sociates, PLLC
Engineer's Certification of'Storniwater Control Completion
I certify, to the best of my knowledge, information and belief', that the permanent stormwater contr of
labeled as Infiltration Trench 1 for Robinhood Court (formerly Robinhood Manor) Apartment Homes as
iecorded in PB 57, PG 127 in the Office of the Forsyth County Registrar of'Deeds has been completed in
conformance with the plans and specifications approved by NCDENR DWQ on April 14, 2009.
r gas9�C
GA
Seal here: ,� \`�.,�4``4t��, yyy y4
h a
i a
• 0
4
B
�adCse�0a34
I certify, to the best of my knowledge, information and belief, that the permanent stormwater control
labeled as Infiltration Trench 2 for Robinhood Court (forrrierly Robinhood Manor) Apartment Homes as
recorded in PB 57, PG 127 in the Office of the Forsyth County Registrar of Deeds has been completed in
conformance with the platys and specifications approved by NCDENR DWQ on April 14, 2009.
c64aaIII aI,,
Seal here: 0.4�,tN CA f40
a
I certify, to the best of my knowledge, information and belief, that the permanent stormwater• control
labeled as Infiltration Trench 3 for-Robinhood Court (formerly Robinhood Manor) Apartment Homes as
recorded in PB 56, PG 124 in the Office of the Forsyth County Registrar of'Deeds has been completed in
conformance with the plans and specifications approved by NCDENR DWQ on April 14, 2009.
••Qa4g98�+D��
Seal here: o,•o CAR e
100 ¢
n
�FESSfs e
d
O� H
�3 ee�• iy :y , '
1. b
S
4015 Meeting Way, Suite 105 • A[gh Point, North Carolina 27265 • phone. [phone] r fax - 336-812-8075

I certify that the permanent runoff control structure Bioretention Cell #1 for Robinhood Manor
Apartment Homes as recorded in PB 56, PG 124 in the office of the Guilford County Register of
Deeds has been completed in conformancetWjth,.t ie approved plans and specifications dated
3/24/09
^+.'�, �, 'R* �,:�.,,� •./,•', it
w r
pis � aLn•�
Imp
} . l41y1 a
y lfi� e6Feauau� d�.�q4
I certify that the permanent runoff control structure Bioretention Cell #2 for Robinhood Manor
Apartment Homes as recorded in PB 56, PG 424 in the office of the Guilford County Register of
Reeds has been completed in conformance with the approved plans and specifications dated
3/24109
oat�f! o 41
41
� u�� �3 /\ I.iit� L •i L��f A
e �+
024442 a m
a e •N�Yfiio o a
QJf�i�0�

/tCQ
is l
K%Isodates,PLLC
Engineer's Certification of Stormwater Control Completion
I certify, to the best of my knowledge, information and belief, that the permanent stormwater control
labeled as Bioretention Cell 94 for Robinhood Court (formerly Robinhood Manor) Apartment Homes as
recorded in PB 57, PG 127 in the Office of the Forsyth County Registrar of Deeds has been completed in
conformance with the plans and specifications approved by NCDENR DWQ on April 14, 2009.
,.�rac�e.0
P.se
Seal here: A � (lil" t.- �4a
41
EAL
p � u 'a
125 S. Elm Street, Suite 606 * Greensboro, North Carolina 27401 • phone: [phone] • web: www.wsaaeno.com

State Stormwater Permit
Permit No. SVV4090401
Robinhood Court Apartment Homes RECEIVED
Stormwater Permit No, SVV4090401 N.C.Dept. of ENR
Forsyth CountyFEB 23 2012
EN61-4ECk 'S
Winston-Salem
Certification I Regional office
1, CPI s �- 7Xv'3Y as a duly registered in the
State of North Carolina, having been authorized to observe Brio Ica weekly/
full time) the construction of the project,
(Project Name)
far A*_4#_� <_ovo 49—: Am_6t, It L (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:
* l9a. Vattr A /F Ate! JFve 9 V'67WI-47.,04 -Ab7 Au y
, r -IE6E74T►� .TlStEcF A-17S MOq'E 6CC,a ?W'f e-o AM7 A= 'tW U"-A& 1/r-q
Signature
Registration Number
Date 21ZL l I --
Page 7 of 8

State Stormwater Permit
Permit No. SW4090401
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
`'DES 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,rdn6ff is directed into`-the-syste.rn
Y[5 5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved pian's.
7. Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation, per the vegetation plan.
9. Vegetated slopes are no steeper than 3:1.
S 10. The inlets are located per the approved plans and do not cause short-
circuiting of, the'system.
'Tlie permitted amouHfs'of surface area'andlor volumeehave'been'
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
?ES It 14. All .required parts of the system are provided, such as vegetated shelf,
underdrains, vegetative cover, and a forebay.'
15. The'.,required system,•dimensions are provided per the,approved plans.
Submit to: NCDENR=DWQ Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Page 8 of 8