SW7120306_CURRENT PERMIT_20120523

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �IIdJI�i`Y/J
DOC TYPE
� CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�o�G�a'�3
YYYYMMDD

* �,� wa--Plo
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Bevedy Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
May 23, 2012
Mr. Robert Broadway, Member Manager— 63, 17
The Broadway Group, LLC 0O7
132 Holmes Avenue NE
Huntsville, AL 35801
Subject: Stormwater Permit No. SW7120306Modification
New Retail Store — Hertford, NC
High Density Project
Perquimans County
Dear Mr. Broadway:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for New Retail Store — Hertford, NC project on May 16, 2012. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A
NCAC 2H.1000. We are forwarding Permit No. SW7120306 Modification dated May 23, 2012,
for the construction of the subject project. This Modification is to include a 5' wide sidewalk
required by the Town of Hertford, to change overflow outlet from the Infiltration basin #1 and
some other minor changes.
This permit shall be effective from the date of issuance until April 2, 2020, shall void Permit No.
SW7120306 dated April 2, 2012 and shall be subject to the conditions and limitations as
specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
ncerely,
�— C�
AI Hod e
Regional Supervisor
Surface Water Protection Section
AHlsd: K:ISD1Permits - Infiltration1SW7120306 Modification
cc: Kai Belew, 4Site, Inc. (7500 S. Memorial Parkway, Suite 209, Huntsville, AL
35802)
rquimans County Building Inspections
Washington
Regional Office
North Carolina Division of Water Quality Internet www.ncw,jterclualit y.urg
943 Washingunt Square Mall Phone: [phone] One
Washington, NC27889 FAX [phone] NorthCarolina
An Equal opporlunity/Affirmative Action Employer— 50% Recyciedl10% Post Consumer Paper Natural&

1
State Stormwater Management Systems
Permit No. SW712O3O6 Modification
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 1S HEREBY GRANTED TO
The Broadway Group, LLC
New Retail Store — Hertford, NC
Perquimans County
FOR THE
construction, operation and maintenance of two infiltration basins, in compliance with the
provisions of Session Law 2008-211 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 2, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater control
has been designed to handle the runoff from total of 46,052 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on
page 3 of this permit, and as shown on the approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all surface waters.
7. The following design criteria have been permitted for the infiltration basin and must
be provided and maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7120306 Modification
R"
INFILTRATION BASINS
Drainage Area, ft2:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Basin Depth, feet:
Bottom Elevation, FMSt :
Bottom Surface Area, ft
Bypass Weir Elevation, FMSI�:
Permitted Storage Volume, ft
Type of Soil:
Expected Infiltration Rate, in/hr:
Seasonal High Water Table,. FMSL
Time to Draw Down; days:
Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
#1
#2
35,657
30,737
22,385
23,667
1.5"
1.5"
3.0
3.0
10.00
10.00
1,709
2,142
13.00
13.00
11,013
9,939
To — Tomotley fine
sandy loam
2.12
2.12
8.00
8.00
0.75
0.85
Pasquotank River
Basin/
Perquimans River
30-6-(7)
"S B"
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass 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.
5. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. If the stormwater system was used
restored to design condition prior to
and prior to occupancy of the facility.
as an Ero
operation as
sion Control device, it must be
a stormwater treatment device,
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
Page 3 of 7

t
State Stormwater Management Systems
Permit No. SW7120306 Modification
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. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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 to the
Division of Water Quality, signed by both parties, and accompanied by the
appropriate 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 the transfer request.
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
Page 4 of 7

State Stormwater Management Systems s
Permit No. SW7120306 Modification
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 orterminated. The
permit may be modified, revoked and reissued orterminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2008-211, 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. This permit shall be effective from the date of issuance until April 2, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 23rd day of May, 2012.
NOgTH C.\ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/ — \ 1-4= o L _ .ior
Charles Wakil E. Direc
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7120306 Modification
Page 5 of 7

1
State Stormwater Management Systems
Permit No. SW7120306 Modification
New Retail Store — Hertford, NC
Stormwater Permit No. SW7120306 Modification
Perquimans County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems.
Permit No. SW7120306 Modification
Certification Requirements:
t
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 11.
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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Perquimans County Building Inspections
Page 7 of 7

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANI£L SMITH
Interim Director
NORTH CAROLINA
Environmental Quality
September 19, 2019
The Broadway Group of Alabama, LLC
Attention: Mr, Robert Broadway
P.O. Box 18968
Huntsville, AL 35804-8968
Subject: Stormwater Permit No. SW7120306 Renewal
Dollar General - Hertford, NC
High Density Stormwater Project
Perquimans County
Dear Mr. Broadway:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7120306 for a stormwater treatment system consisting of two
infiltration basins serving a Dollar General Store located in Hertford, NC expires on April
2, 2020. This is a reminder that permit renewal applications are due 180 days prior to
expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
htt de .n . ov a ut di i n - ineral-Ian -resources ener -mineral-land-
rules for water- ro ram o t-c nstruc inn. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at [e-mail].
Sincerely,
Roger K_ Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality t Division of Energy, Mineral and land Resourres
eg, E Q > Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
�b,wn...ro�+r� 252,946.6481

•
is
•
FXPRPSS
DWQ USE ONLY
Date Received
Fee Paid
Permil Number
MAY 16 2012
1 2-,�) S0,F; M 0 T2
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(Select (r11 ! l E on -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Ninit Plan:
State of North Carolina wa0/
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forrrr pray I)e photocopied for use as an orighu d
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
New Retail Store Hertford NC
2. Location of Project (street address):
0.4 Miles northeast of the intersection of Wynne Fork Road and U.S. Highway 17 _
City:Hertford County:Perquimans County Zip:27944
3. Directions to project (from nearest major intersection):
Turn north on Wynne Fork Road at the intersection of Wynne Fork Road and U.S, Highway 17�
Go 0.4 miles north and the site will be located on an access road on the west side of the road.
4. Latitude:36° 10' 32.86" N Longitude:76' 27' 50.16" W of the main entrance to the project.
11. PERMIT INFORMATION:
I. a. Specify whether project is (check one): [JNew ®Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW7120306 , its issue date (if known)April 2, 2012 _,,,_, and the status of
construction: NNot Started ❑Partially Completed* [] Completed* *pmvide rz cerlification
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 returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and tine previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information oil required state permits can be
obtained by contacting the Customer Service Center at "1-877-623-6748):
❑CAMA Major
®Sedimentation/hrosion Control: 1.50 ac of Disturbed Area
❑NPDI.S Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:New Retail Store - Hertford, NC / Pe Qc u-2012-004,/ March 30, 2012 /
Erosion and Sedimentation Control Plan Permit for grading; of associated_ with parking, utilities, and
stormwater facilities.
Form SWU-101 Version 07.1wi2010
Page I offs

Ill. CONTACT INFORMATION
E-1
0
La. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:The Broadway Group, LLC
Signing Official & Title:Robert Broadway, l2resi4ent He-,6.er
b.Contact information for person listed in item la above:
Street Address:132 Holmes Avenue NE
City:Huntsville State:AL Zip:15882- 3S8o 1
Mailing Address (r applicable):
City:
Phone: ( } Fax:
Email:
Zip:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, 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 Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Ike P3iroad,wa taro LL C.
Signing Official & Title: f CiYC1a.d� M&ry-�
b.Contact information for person listed in item 2a above:
Street Address: 132 }-hl mes Ayr-, N t.e]
City: A"_State: fit Zip: 3
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions ,about the project:
Other Contact Person/Organization:
Signing Official & Ti
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: ( )
Email:
Sta
Pax: ( }
Zi
4. Local jurisdiction for building permits: -R"r U�, nnCLAS �oktd H
Point of Contact: V, io d tooPhone
Dorm SWU-101 Versiim 07]un2010 PaLlc 2 47

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
StortnNvater will drain into two detention infiltration basins on site. The onds'Will ca ture runoff and treat
the first 1.5 inches of runoff over a drawdoivn time of 12-20 hours. The remaining runoff will bypass the
infiltration basins via spillways at elevations of 13.0 for each basil and discharge to the right of v"ay.
Discharge from the ponds and side swales discharges thru the right of way via sidewalk flUrries a roadside
ditch. Discharge from the site in post development continues to discharge to the same location as in
predevelopment. -
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or I'UDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph 11 — Post Construction
3. Stornlwatcr runoff from this project drains to the Pasduotank River basin.
4. Total Property Area: 1.50 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
1.50 acres
Total project area shall be calculated to exchtde the firllowiug: the normal pool of inrpouuded structures, the area
between the batiks of streinrrs roof rivers, the area below the Normal High Water (NHW) line or Mean l liglr Writer
O (MHW) line, arrd coastal wellands hold and f i•orn the NHW (or MHW) lime. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wellands /M07 raid r f the NHW (or Ml-lW) line nuny be
included in the total project area.
•
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
'X.
9. How many drainage areas does the project have?2 (For high density, count I for each proposed en'�hurcred
storrnzoater $MP. For lour density and other projects, use -1 for the whole property area)
10. Complete the following information for 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.
Form SWU-101 Version 07.Iun2010 Page 3 47

1' J
Basin information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area
Receiving Stream Name
Perquimans
River
Perquimans
River
Stream Class
SB
SB
Stream Index Number *
30-6-(7)
30-6-(7)
Total Drainage Area (sf)
35657
30737
On -site Drainage Area (sf)
28080
30737
Off -site Drainage Area (sf)
7577
0
Proposed Impervious Area** (sf)
22385
23667
%) Impervious Area** (total)
63%,
779%
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
0
12480
On -site Streets (sf)
0
0
On -site Parking (sf)
17760
10038
On -site Sidewalks (sf)
904
501
Other on -site (sf)
0
648
Future (sf)
0
0
Off -site (sf)
3721
0
Existing 13UA*** (sf)
0
0
Total (sf):
22385
23667
* Streton Class and Index Nwnber caii be detcriuim,if tit: tions
** Itypervious area is d( final as Ifie built upon area including, bud iiot lintited to, buildings, roads, parking areas,
siclrrwalks, gratxel areas, ed c.
*** Report only that ainomit of existing BUA that will rciwiin tifter development. Do not report any existing BLIA that is
to be reriinved and which will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation. The only areas of
offsite impervious areas arc half of the frontage road in front of the proposed project site and a 5' wide
concrete sidewalk that extends 277 I_1� along the entire length of the front property line. (See Post Basin Maui
Projects in Union Count': Contact D1VQ Central Office staff to check if the project is located vi,illdn a Threatened &
Endangered Species iratershed that niay he stihject to nrore strrngent stormwater• requi.reinews as per NC1C 02B .0000.
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.iicdenr.or web wcl/ws/su/bmp-manual.
V1. 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 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 htll-_).JZportal.ncdenr.org/web/"'q/Vvs/ou/maps.}
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.ncdiau.orl;/sveb/wq/ws/su/siatcssv/forms does.
A�Ils
1. Origiiuil and one copyof the Stormwater Management Permit Application Dorm.
2. Original and one copi/ of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if rerinu•ed as per Part VI1 bclott)}
3. Origiirtr! of the applicable Supplement Fonn(s) (sealed si *ned and dated and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable it) NCDENR. (For an Express review, refer to
http:tiv����.,envhelp.orgLpagesJoncstopexpress.htnnl for information on the Express program
Lorin SWU-101 Vcrsion 07Jun2010 Pavc 4 o1' 7

and the associated fees. Contact the appropriate regional office Express Permit Coordinator foi
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief sunhmary provided in the Project
Information, item 1.
® 6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters withiii. 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations.
0
8.
Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the nornhal 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 lines.
• Delineate the vegetated buffer landward from 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 bearings & distances.
j. Site Layout with all 13UA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. 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).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. ]nclude an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
c)
(Infiltration Devices submitted to WiRO: Schedide as silo visit for D WQ to verify the SH WT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: Page No:
For corporations 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, 2a, and/or 3a per NCAC 2H.1003(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.
http: / /www.secretary.stkte.ilc.Li,-;/­CorporatiotisZCSearcii-as12x
Dorm SWU-101 Version OALW2010 Pagc 5 ol'7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
0
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of an), 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
11ttp://portal.ncdenr.org/web14�°q/��'s/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 property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(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 lot.
Vill. 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 Engineenlerr, Cargile, P.I?. (C/O Kai 13elew E- 1,)
Consulting Firm: 4Site Inc.
Mailing Address:7500 S. Memorial Parkway Suite 209
City:Huntsville State:AL Zip:35802
Phone: [phone] LFax: 256 539-1220
Email:KBEl_EW f14S1TEINC.BIZ
IX. PROPERTY OWNER AUTHORIZATION (if Contact Inforanration, ihan 2 haas bean filled oral, complete this
Section)
1, (print or type araanae of person listed in Contact larforanalio)r, item 2aa) AlOfMawd-!J � Yy!e4, L.(_C , certify that I
own the property identified in this permit application, and thus give permission to (print or type wane of person
lisled all Contract lnfornaatioa), item `]j!� 71r) Ayolt. ,ut..,, 611.11.-,. l with (print or t ypr nwire (f r,�aanization listcel ill
Conlract larforrlratio)l, iterra tar) LC_ 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 undicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-I01 Version 07Jun2010 Purge 6 of 7

0
•
As the legal property owner I acknowledge, understand, 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 for compliance with the DWQ Stormwater 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 Dorm within 30 days; otherwise 1 will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violat' eneral Statue 143-215.1 and may result in appropriate enforcement action including
the assessme civil pe ties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: AA Date: t�l} �—
a Notary Public for the State of A L 419,4
1141 , County of
1v1 e� �V do hereby certify that ky4T r P14, %U.c�•i i&w personally appeared
before me this cloy of )a 1 Z , and acknowledge the due execution of the application fora
stormwater permit. Witness my hand and official seal, la
SEAL
LE7�
���.�pTA1�r• 4%
00
/�• STATE p%
X. APPLICANT'S CERTIFICATION
My comrission expires
1, (prim or type naive of person fisted in Conlacl tnfornurtion, ihr)n la) Robert Broadway (The Broadwatt Grorni;, LLO
certify that the information included on this permit application form is, to the 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 recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SI. 2008-211.
Signature: Date:
1, a Notary Public for the State of , Count), of
do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application fora
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires,
Form SWU-101 Version 07RH12010
Pa-c 7 of 7

• • e
I

E1tPFiESS
MAR 14 ppJp DESIGNATION OF AUTHORIZED AGENT
� NC DEAR
I, Mike Winslow, as President of MCS Tract 17 Inc. as owner of
property known as approximately 1.5 acres on S.R. 1420 in Hertford,
NC, do hereby designate and appoint The Broadway Group, LLC to act
on our behalf for the purpose of applying for permits with NCDENR and
Perquimans County to develop this site.
MCS Tract 17, Inc.
BY: --A PN-es . &e^ t
W V—,L
Mike Winslow, President
•
I, - Notary Public for the State of
�; l ,County of 1 �,0&L/ a , do hereby certify that
Mike Winslow, in his capacity as President of MCS Tract 17, Inc., did
personally appear before me this % day of March, 2012 and
ackq-o,wledge the execution of this document.
ary Public
Commission Expires:
FAn—drea L. Glenn
Notary Public
owaI County, NC
ission Expires April 5, 2014
0

Permit No.
(to be provided by DWO)
o��F w n r�RQc
AWA
STORMWATER MANAGEMENT PERMIT APPLICATION FORM r
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form most be filled out, printed and submitted.
The Required Items Checklist (Part fill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
New Retail Store - Hertford, NC
Contact Person
Kai Belew, E.I„ Project Manager
Phone Number
256-539-1221
Date
3/23/2012
Drainage Area Number
BASIN 1
II. DESIGN INFORMATION
_
F
Site Characteristics
Drainage area
35,657,00
ie
Impervious area
21,295.00
it
Percent impervious
59.72
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfal! depth
3.40
in
t-yr,24-hrintensity
2.86
inlhr
Pre -development 1-yr, 24-hrdischarge
3.27
ft3lsec
Post -development 1-yr, 24-hr discharge
1.78
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
-1.49
ft3lsec
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
6,585.00
11,013.00
it
_it' ✓ OK for non -SA waters
Storage Volume: SA Waters
1.5" runoff volume
NA
ft3
Pre -development 1-yr. 24-hr runoff volume
NA
ft3
Post -development 1-yr, 24-hr runoff volume
NA
it
Minimum required volume
#VALUE!
if
Volume provided
NA
h3 #VALUE!
Soils Report Summary
Soil type
C
Infiltration rate
2.12
inlhr
SHWT elevation
8,00
tmsl
•
Basin Design Parameters
Drawdown time
0.75
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
10.00
fmsl / OK
Storage elevation
13.00
fmsl V
Storage Surface Area
7,757.00
ftZ
Top elevation
14.00
imsl
Basin Bottom Dimensions
Basin length
150.00
11
Basin width
30,00
11
Bottom Surface Area
1,709.00
ft2
Form SW401-Infiltration Basin - Rev. 5 11Apr2011 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
®Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided lor larger storms?
Pretreatment device provided
•
r]
L
1.23
ac-in
NA
ft
NA
ft
NA
it
NA
ft
NA
it
2,00
it
Y
(Y or N)
N
(Y or N)
Y
(Y or N)
Y
(Y or N)
NA
OK
OK
OK
OK
OK
OK
OK
OK
Need a recorded drainage easement
OK
OK
Form SW 401 •Infiltration Basin-Rev.5 11 Ap2011 Paris I. & 11. Design Summary, Page 2 of 2

Permit No
(to be provided by DING)
•
0
•
III. REQUIRED ITEMS.CHECKLIST .
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
n
�.2
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
p
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions.
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,.
Vegetated filter, and
"1
Pretreatment device.
L
3. Section view of the infiltration basin 0" = 20' or larger) showing:
Pretreatment and treatment areas, and
C 3
-Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
U E�.aSED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
J�a,6_ G3 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
�7. The supporting calculations.
GB S14M FD 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (it required).
Form SW401-Infiltration Basin-Hev.4
Page 1 of 1 Part III, Required Items Checklist , Page 1 of 1

Permit No.
(t) be provided by OWO)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
® NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION.
r
Protect Name
New Retail Store - Hertford, NC
Contact Person
Kai Belew, E.I., Project Manager
Phone Number
256-539-1221
Date
2/27/2012
Drainage Area Number
BASIN 2
II. DESIGN INFORMATION
Site Characteristics
Drainage area 30,737.00 fie
Impervious area 23,667.00 f12
Percent impervious 77.00
Design rainfall depth 1.50 in
Peak Flow Calcuiations
1-yr, 24-hr rainfall depth
3.40
in
1-yr, 24-hr intensity
2.86
in/hr
Pre-developmenl 1-yr, 24-hrdischarge
3.27
1131sec
Post -development 1-yr, 24-hr discharge
1.82
it3lsec
Pre/Post 1-yr, 24-hr peak flow control
-1.45
it3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
7,055.00
ft3 1/1
Design volume provided
9,939.00
f13 V OK for non -SA waters
Storage Volume: SA Waters
1.5" runoff volume
NA
ft3
Pre -development 1-yr, 24-hr runoff volume
NA
ft3
Post -development 1-yr, 24-hr runoff volume
NA
ft3
Minimum required volume
#VALUE!
tt3
Volume provided
NA
3 #VALUE!
it
0
Soils Report Summary
Soil type
C
Infiltration rate
2.12
inlhf
SHWT elevation
8.00
fmsl
Basin Design Parameters
Drawdown time
0.85
days
OK
Basin side slopes
3.00
:1
/ OK
Basin bottom elevation
10.00
fmsl
OK
Storage elevation
13.00
fmsl
V
Storage Surface Area
4,578.00
ft2
Top elevation
14.00 —fmsl
Basin Bottom Dimensions
Basin length
105.00
it
Basin width
47.00
1t
Bottom Surface Area
2,142,00
its
Form SW401-Inlillralion Basin-Rev.5 11Ap2011 Paris I. & ll. Design Summary (2), Page 1 of 2

Permit No.
(to be provided by DWO)
Additional Information
Maximum runoff 10 each inlet to the basin?
1.07
ac-in
OK
Length of vegetative filter for overflow
N
it
OK
Distance to structure
NA
0
OK
Distance from surface waters
NA
it
OK
Distance from water supply well(s)
N
it
OK
Separation from' impervious soil layer
NA
it
OK
Naturally occu ring soil above shwt
2.00
it
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
N
(Y or N)
Need a recorded drainage easement
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
NA
Form SW401-infiltration Basin-Rev.5 11Apr2011
Parts I. & B. Design Summary (2), Page 2 of 2

Permit No
(to be provided by DWO)
n
�J
LJ
III. REQUIRED ITEMS. CHECKLIST � . "
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below, If a
.requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1, Plans (1" 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
Nigh flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
/1c�p
C 3
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanoui,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
0
3. Section view of the infiltration basin (V = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
C 3
4, A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
ENLR.aSED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
�p 7. The supporting calculations.
G� ZUMiM 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required),
Form SW401-Infiltration Basin-Rev.4
Page 1 of t Part IN, Required Items Checklist , Page 1 of 1

r-Ar LESS
MAR 14 2012
® NC ®ENR
0
Perniil Nuniber:
(to be provided by DWQ)
Drainage Area Nurnber:
Infiltration Basin 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 will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it 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 perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring uti 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.
Form SW40I-Intillralion Basin O&M-Rev.3
Page I of 3

0
e
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The £orebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMI'. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray) -
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 NIC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-inhllration Basin O&M-Rev.1 Page 2 of 3

Permit Number:
(fo 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:New Retail Store Hertford, NC
BMP drainage area izzimber:Pond I
Print narne:_ o ,,r �- M
Title: evL
Addri
Phone
Signa
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.
I, Jomdrd& Na I ker , a Notary Public for the State of
Ott' harnQ _ , Count of tdison , do hereby ,certify that
U+ro tN a aS Mem ber 0FThe-r dyllu tarn p
personally appeared before e this gf
day of Marcdn Pi2 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements.
SEAL
My commission expires — 1 I J To,
0 Form SW40i-Infillration Basin O&M-Rev.3
Witness my hand and official seat,
Page 3 of 3

m
L❑

EXPRESS
MAR 14 2012
Permil ;`lumber:
(to be provided by DWQ)
Drainage Area Plumber:
Nei DEN Rinfiltration Basin 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 will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it 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.
eInspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
0
BMP element:
Potentialproblem:
How I will remediate the problem.
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
infiltration 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.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
a licable).
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.
form SW40 I -Infiltration Basin O&M-Rev.3 Paae 1 of 3

•
0
•
BMP element:
Potential roblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
Brain.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive re air.
Weeds and noxious plants are
Remove the plants by hand or by
growuig in the main
wiping them with pesticide (do not
treatment area.
spray),
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M -Rev.)
Page 2 of 3

Permit Number:
0
(to be pt-ovided by UWQ)
f 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 nanie:New Retail Store Hertford, NC
BMP drainage area matnber:Pond 2
Print narne:�BOh as. v, ka I -oIoij., � fin,&4w �
'Title: tAeamj,
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,ma -a VvaM Le _ , a Notary Public for the State of
_A-1(*Am a ,County of i 1 f aj iW , do hereby certify that
PcobF�oa V\/W personally appeared before me this C�A
day off , 2f��2 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 2 11 " 201
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
l
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

map -712a3[��v
l8bx iopo
w DEMOLITION NOTES:
ALL UTILITY LINES SHALL BE LOCATED PRIOR TO START OF
Q CONSTRUCTION DEMOLITION AND RELOCATED PER
v t ALL AREAS IN HATCHED h STANDARDS AND REQUIREMENTS OF LOCAL UTILITIES.
��� �� ♦ ,� ARE TO BE DEMOLISHED,
p OQ? Q� REMOVED, OR RELOCATED INCLUDING
_ BUILDINGS, PAVEMENT, UTILITIES, AND Q�
A`' I I if I TREES. Q
ABBRMTKM
BOC
BACK OF CURB
CONC.
CONCRETE
EL
ELEVATION
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EDGE OF PAVEMENT
ESM'T
EASEMENT
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F.F.E.
FINISHED FLOOR ELEVATION
FG
FINISHED GRADE
F.S.L.
FRONT SETBACK LINE
I.E.
INVERT ELEVATION
INV.
INVERT
LF
LINEAR FEET
LOC.
LOCATION
MAX.
MAXIMUM
M.B.L
MINUMUM BUILDING LINE
M.H.
MANHOLE
MIN.
MINIMUM
N.I.C.
NOT IN CONTRACT
PVMT.
PAVEMENT
REQ`D
REQUIRED
REWTS
REQUIREMENTS
R.S.L
REAR SETBACK LINE
R/W
RIGHT-OF-WAY
S.S.
SANITARY SEWER
S.S.L.
SIDE SETBACK LINE
TEMP.
TEMPORARY
TOC
TOP OF CURB
TYP
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LEGEND
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CONCRETE MONUMENT, FOUND
■
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PROPERTY CORNER, FOUND
■
PROPERTY CORNER, SET
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CONCRETE
--�--
DIRECTION OF FLOW
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OVERHEAD ELECTRIC LINE
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EXISTING SANITARY SEWER MANHOLE
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EXISTING SANITARY SEWER LINE
®
PROPOSED SANITARY SEWER MANHOLE
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4
EXISTING UTILITY POLE
EXISTING LIGHT POLE
W
EXISTING WATER LINE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
w
PROPOSED WATER LINE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
G
EXISTING GAS LINE
PROPOSED GAS LINE
- -810-- -
EXISTING CONTOURS
EXISTING SPOT ELEVATION
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DETAIL NO. 1, SHEET C5
3.
APPROVED S
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MANAGEMENT COMMISSION
p
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U & D UTILITY AND DRAINAGE
U.N.O. UNLESS NOTED OTHERWISE
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DUMPSTER PAD \
DUMPSTER PAD.
SCREENED W/ 6' S
TALL WOOD FENCE �6
�s 4_/
s
8' X 18' CONC.
LOADING AREA MG NEW RETAIL STORE
DUX 10 SCISSQR LIFT 156' X 80' ti0
�. REQ DLOG
AY 12,480 SF
LOADING AREA F.F.E. = 15.25 20 \
j �a• I. ry BOLLARDS PER ADA STD'S� o
5NC. NOLLAR
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GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL
NECESSARY PERMITS.
2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH
MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY POINTS. WHERE THE REMOVAL OF
SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE CONTRACTOR
IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT,
AND IS NOT TO DISTURB THE POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN
GRANTED BY THE ENGINEER.
3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED
DURING CONSTRUCTION, AND ARE NOT TO BE DAMAGED IN ANY MANNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
STREETS AND OTHER STRUCTURES WHICH IS CAUSED BY CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL
BOULDERS, DEBRIS, EXCESS CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE
DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION. WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OR COMPLETENESS OF THE EXISTING UTILITIES SHOWN ON THE PLANS.
7. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE
"'O Z O)• lop / REINFORCED CONCRETE CLASS III (ASTM C-76). COMPACTED GRANULAR MATERIAL FOR
�� BEDDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS
PREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.
8. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED.
9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS I, IN
ACCORDANCE WITH SECTION 814, ALDOT., 2008. AND SHALL BE GROUTED WHERE INDICATED
/ ON THE PLANS.
10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE
OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
Q VA�J TO NORMAL WORKING HOURS.
4`05
THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY
0 MEASURES FOR CONSTRUCTION WORK WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS
r WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION
Q`'{7 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
4" SCH 40 PVC SANITARY
SEWER SERVICE* 2% MIN. SLOPE s THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
/r PERFORMANCE DOES NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN
ON, OR NEAR THE CONSTRUCTION SITE.
REINFORCED CONCRETE NOTES
3 WIDE RETAINING WALL 1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH
�O
C, J� �, Oi AT 28 DAYS, (CLASS "A.'), UNLESS NOTED OTHERWISE ON THE PLANS.
�P O 2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN
ACCORDANCE WITH THE SHEAR KEY DETAIL ON THE PLANS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM
r TO ASTM A6151 FOR BILLE7 STEEL
O4 LAP THE SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON
Oi OXT / 5. CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON
J THE PLANS.
4 6. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON
/0 i THE PLANS. HEATING OF REINFORCING BARS TO BEND THEM, OR STRAIGHTEN THEM
ELD LOCATE EXISTING
I WILL NOT BE ALLOWED.
SANITARY SEWER 7. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN
SERVICE LINE AND CONNECT
PER LOCAL UTILITY STD'S AND
ASTM YIELD STRENGTH OF 65,000 PSI.
� !
REQ'TS / PAVEMENT CONSTRUCTION GENERAL NOTES
O` OF 1. ALDOT., 2008, SHALL MEAN ALABAMA DEPARTMENT OF TRANSPORTATION
/� / STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2008 EDITION.
5' WIDE CONC. SIDEWALK off' py
s� F 2. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN ACCORDANCE
WITH SECTION 301, ALDOT., 20D8. ALL MATERIALS SHALL BE IN ACCORDANCE WITH
� MD/CONC. FLUME / \ �
SECTION 825, TYPE B. 100% COMPACTION.
/ ( 3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH
ONNECf NEW 1" DOMESTIC WATER oy SECTION 450. ALOOT., 2008.
" SERVICE AND NEW 1" WATER METER F
h
TO EXISTING WATER LINE PER `� 4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH
LOCAL UTILITY STD'S AND REQ'TS y� SECTION 424-8, ALDOT., 2008.
/ CID
5. BITUMINOUS CONCRETE WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE
ADD NEW 1" WATER METER WITH SECTION 424-A, ALDOT., 2008.
PER LOCAL UTILITY STD'S
OP AND REQ'TS WITHIN PROPERTY 6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO
VD BOUNDARY PLACING AND COMPACTING EMBANKMENTS.
�(
jr 7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 6", AND
THEN RECOMPACTED TO 10OX OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF
3 OPTIMUM MOISTURE (ASTM-D6798).
/ 8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK
PRIOR TO PLACEMENT OF BASE MATERIAL.
9. CONCRETE WHEEL STOPS ARE TO BE PRECAST 2500 PSI MIN. COMPRESSIVE STRENGTH
CONCRETE, 6"Hx9"Wx84"L. WHEEL STOPS ARE TO BE SECURELY ATTACHED TO PVMT.
• / r WITH A MINIMUM OF 2-5/B"x24" GALV. STEEL DOWELS EMBEDED IN WHEEL STOPS
,�/ �p ` �• AT 1/3 POINTS, AND FIRMLY BONDED TO WHEEL STOP AND PAVEMENT.
�• c/7 / v 10. PAVEMENT MARKING PAINT SHALL BE ALKYD -RESIN TYPE, READY -MIXED, COMPLYING
WITH FS TT-P-115, TYPE I, AASHTO M-248, TYPE N, OR LATEX WATER -BASE
/ EMULSION, READY -MIXED, COMPLYING WITH FS TT-P-1952, APPLY PVMT. MARKING
/f PAINT WITH MECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO
si ZZ J ! PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THE PLANS WITH
Az !1 UNIFORM, STRAIGHT EDGES, AND A MINIMUM NET FILM THICKNESS OF15 mils (.4mm).
EARTHWORK GENERAL NOTES
v 1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR
INCLUDED IN THE SPECIFICATIONS ARE FOR THE INFORMATION OF THE CONTRACTOR.
2 / THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
�/ ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL
oy�/ / �ONTDFiE WORK. PREPARATION PREPARATION OF HIS BID, AND FOR THE SUCCESSFUL EXECUTION
1
V 2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL
PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED GRADE.
O
S� /4 ! �r 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION
o / OF HIS WORK. SUCH GRADING AS IS REQUIRED FOR THIS PURPOSE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO
THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND
/ =U_i�' DRAINAGE AS IS NECESSARY TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.
4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, STRAW BALES, AND
r / OTHER EROSION & SEDIMENT CONTROL MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT
FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL
FINAL INSPECTION BY THE LOCAL GOVERNING AGENCY.
/ 5. ALL EARTH FILL SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY, PLUS OR
MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER
ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
�/ 6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6"
Qpv / Ov ^ IN COMPACTED THICKNESS, UNLESS INDICATED OTHERWISE ON THE PLANS.
oS / Q 4? � 7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 210, ALDOT., 2008.
ALL EARTH
FILL UNDER UILDIN CATIONLL ALSO MEET THE REQUIREMENTS OF THE
8. IF A GEOTECHMCAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR
Q a SHALL BE RESPONSIBLE FOR FOLLOWING THE SITE PREPARATION RECOMMENDATIONS
SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN
ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.
l Q SITE DEVELOPMENT PLAN o SCALE. 1 20 20 40 so
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NCDOT CLASS 1--RIP RO
OUTLET PROTIECI
/y
3H:1 V (MAX) �+
FENCE \
HIGH POINT
12.03
AT 3
C/\1H
.7 t'I�:1 v[vv.rG vV (MAX)
ti
IIE0
or
_er\r/x/
1-1
14.75
,
f EADWALL
(t 1. E.:10.00
15" RCP
---..-�` O 0.43% SLOPE ` \
DITCH
EARTHWORK QUANTITIES
CUT/FILL BASED ON FINISHED GRADE SURFACE:
CUT - 941 C.Y. (RAW #)
FILL - 2286 C.Y. (RAW #) (2181 C.Y. ADJUSTED)
NET - 1345 C.Y. EXCESS FILL (INCLUDING 25%
SHRINKAGE)
APPROXIMATE FILL REMOVED TO ACCOUNT FOR PADS AND
PAVEMENT:
HEAVY DUTY PAVEMENT - 655 C.Y.
STANDARD PAVEMENT - 268 C.Y.
BLDG, PAD - 462 C.Y.
SIDEWALK/AC PAD = 67 C.Y.
DUMPSTER/DELVER PAD - 24 C.Y.
TOTAL FILL REMOVED = 1476 C.Y.
FINAL NET CUT - 131 C.Y.
NOTE: QUANTITIES LISTED ABOVE ARE APPROXIMATIONS
BASED ON PAVEMENT THICKNESS LISTED IN CONSTRUCTION
DETAILS AND ESTIMATED CUT DEPTHS FOR PADS.
HYDROLOGIC ANALYSIS RUNOFF CFS
10YR24FIR
PRE
5.27
POST
3.26
POND 1 HGL
12.95
POND 2 HGL
12.84
NGDENR GENERAL NOTE5:
14.00
3 � �
BOND 2
DISCHARGE FLUME
I.E. 13.00
POND 2
DISCHARGE FLUME
I.E. 11.90
-,2-
71r.<N-I
�c
15.15 NEW RETAIL STORE
/BOC 15.15 156 x 80
T FG 121,480 SF 14.60
OC
15.10
BOC F.F.E. -r' 15,25
\ i 14.7
G
14.40
' / r
-EX. DITCH \ /
FLOW LINE \
12.35
G
13.35
G
13.52
BOC
14.02 VET. FLTER BAGS
� FOR AREA MEET
EW AREA INLET
�\ r TOP EL: 13.25
\\ I.E. 10.55 All
POND 1 AND 2 NOTES:
ALL AREAS ENCOUNTERING CLAY MATERIAL
ARE TO BE CUT VERTICALLY UNTIL NO CLAY
MATERIAL IS ENCOUNTERED. AREAS THAT
ARE WITHIN THE PROPOSED GRADING WHERE
CLAY MATERIAL IS ENCOUNTERED SHOULD
BE CUT HORIZONTALLY BACK A LENGTH OF
3 FEET AND FILLED WITH THE MATERIAL
THAT IS UNDER THE CLAY MATERIAL LAYER
AT A 3H:1 V SLOPE.
ROOF DRAINS NOTE:
BOOT ALL. ROOF DRAINS TO NEW 8" HDPE
ALONG NORTH SIDE OF BLDG. DRAIN 8"
HDPE TO POND 2 IN REAR OF SITE 0 1 %
SLOPE MIN.
EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL
LOCATIONS WHERE CONSTRUCTION TRAFFIC WILL BE ENTERING AND EXITING THE SITE.
CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALL EXTEND TO
THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS
THAN 50 FEET IN LENGTH OR 6" IN DEPTH. WIDTH SHALL NOT BE LESS THAN 15 FEET.
2. CONSTRUCT SEDIMENT TRAPS (IF ANY ARE INDICATED ON THE PLANS).
3. GRADE IN THE PROPOSED DITCHES AS SHOWN ON THE GRADING PLAN, AND DIRECT
DRAINAGE FROM DISTURBED AREAS TO THEM.
4. INSTALL STRAW BALE DAMS IN DITCHES AS THEY ARE CONSTRUCTED, AND INSTALL
SILT FENCES AT INDICATED LOCATIONS. INSTALL STRAW BALES AND GRAVEL
BAG FILTERS AT STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.
S. MULCH, LIME, FERTILIZE AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE
FOLLOWING FINAL GRADING.
6. WASH DOWN CONSTRUCTION ENTRANCE AS NECESSARY TO LIMIT MUD AND DEBRIS BEING
CARRIED ONTO ADJACENT ROADS. DRAINAGE FROM CONSTRUCTION ENTRANCE SHALL BE
GRADED TO DRAIN TO SILT FENCES, OR OTHER EROSION CONTROL MEASURES,
7. FOLLOWING COMPLETION OF PAVEMENT, STORM SYSTEM, AND MULCHING AND SEEDING
ACTIVITIES, FLUSH OR CLEAN ALL SEDIMENT FROM STORM PIPE SYSTEM.
Elevation ^f Y [Area 1 T 2 Volume FT 3 Eleva#ion' FT Area FT 2 Vai..
Pond 1 Volumes Pond 2 Volumes 8. WHEN CONSTRUCTION IS COMPLETE AND UPON APPROVAL OF THE LOCAL GOVERNING AGENCY,
E:kC1( DAM () n n n um@ FT^� � REMOVE SILT FENCES, STRAW BALES, AND GRAVEL BAG FILTERS. SPREAD AND GRADE
/ COLLECTED MATERIALS, AND SEED. SPREAD STRAW AND SEED.
E-GRADE 274 LF EXISTING 10' 1709=, 10 2142, qi =
DITCH FOR POSITIVE w_ 2175 2511.5 ` �•♦ /� 8. REMOVE SEDIMENT FROM DITCHES, AND REGRAD£ TO DEPTH AND SIZE SHOWN
DRAINAGE O 0.35$ MEN. ON THE GRADING PLAN. SPREAD AND GRADE COLLECTED MATERIALS, AND SEED.
2 FT WIDE FLAT BOTTOM 11 2641' 11 2881,
SIDE SLOPES O 3:1 MAX. 3289.5 / / ♦ 10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.
` Q-10: 3.63 CFS _ 3140 1 / f �►
V-10: 1,51 FF%SEC 12 3633 12 3698 11. NOTE ANY AREAS THAT HAVE BEEN GRADED EXPOSED FOR MORE THAN 7
FLOW DEPTH: 7.5" 5698 4138 f / / � ♦ DAYS MUST BE TEMPORARY STABILIZED USING SEED & STRAW. MULCH. OR
_ .._ /
/ f APPROVED STABILIZATION PRACTICE PER NCDENR REQUIREMENTS.
\ \ 13 7757 13 4578
.
` 11013 9939
T /
72 �\ OTTOM OF WALL J f / / // Q� // �f i ¢ tx� /, f/
% 12.00 SEEDING NOTES
TOP OF WAIL 14.80 q`L / co
ITCH FL PVM r FG: 14.30 / / �/ ; * � / / / 1. THE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR
y4 1155 BOTTOM OF WALL: 12.00 i ^ry / f 1 / f f / / NECESSARY FOR THE SEEDING OF ALL DISTURBED AREAS AND OTHER AREAS SPECIFIED
Orb
ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN
5.00 \ ` I f / / f ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS.
14.75 \ EYSTONE WALL OR SIMILAR 2. TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF
\ \ MAX. WALL HEIGHT 3' 6 INCHES OF CONDITIONED AND AMENDED TOPSOIL SHALL BE RESPREAD OVER ALL AREAS
\ ` (NO LIVING WALL) CLASS RIP SPECIFIED FOR SEEDING. GRADING SHALL CONFORM WITH THE GRADING PLAN.
ITCH FL / / �f f f f f f 3. SEEDING SHALL BE AS FOLLOWS:
11.20
TOP OF WALL: 14.60 I / / f / f� ,CI5
f l { I/ / ff SEEDBED PREPARATION:
15:10 �\ PVM'T FG. 14.10 �� Q of / _ v // / / / / / SEEDBED YSHOULD BE WELL -PULVERIZED, LOOSE, AND UNIFORM.
~' ' BOTTOM OF WALL: 12.00 / / f f / / / f E H D OSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT
/ WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES.
ONDBOTTOM (4 WALL: 14.E FLUME / f TER / f I / /f / / // LIMING -APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF
\ ` I.E. 1 .25 / / f / / / / f / THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE
14.60 RATE OF 1 TO 1 1/2 TONS/ACRE ON COURSE -TEXTURED SOILS AND 2-3 TONES/ACRE
! / l f f / I f ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND
IDEWALK / f INCORPORATE INTOTHE TOP 4-6
j u 14• FLUME �) FG 1f f ff f / / l / INCHES OF SAIL. SOILS WITH A PH OF 6 OR HIGHER
• I. 13.00 st' � c� 12.20 / , NEED NOT BE LIMED.
�d CONC. / I /f {f f ff fl !`f FERTILIZER -BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE,
y COP FLUME ` +h SIDEWALK / oZ / f I f / APPLY A 10-10-10 GRADE FERTILIZER AT 70D-1,000 LB/ACRE. BOTH FERTILIZER AND
FLUME{ / LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, IF A HYDRAULIC
LID DIAMOND TOP // J / { % / SEEDER IS USE, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE
/ / / / APPLICATION.
•r ;
`1�4.90 13.50 IE. IN: 11,60 cv /
FL
LINE I.E. OUT: 11.30 {/ / / f f /' SURFACE ROUGHENING -IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE
SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE
CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED LOOSEN IT
/ JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS.
14. i/, O // // f o f / / {/ / / / GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
PLANT SELECTION
SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM THE TABLE A FOR
14.50 :/ RIIsr(i
INLET // / f / f / SEEDING IN LATE WINTER AND EARLY SPRING, TABLE (8) FOR SUMMER, AND TABLE (C)
/A / / { / FOR FALL.
RAP / // !1 ff ^1 f fI IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OF
OUTLETSUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONS FOR
FALL AND A SECURELY TACKED MULCH.
NSF '� II ,� f SEEDING
12.75 eTjON ^,\O / / { / / G}� % I / 1 / I l EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER
SEEDER, OR HYDROSEEDER, USE SEEDING RATES GIVEN IN TABLES A-C. BROADCAST
(b / / / SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT
sa f / / f CANNOT BE DRIVEN HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE
f / DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION
alL.9 r&MII %I IF-1 \ ��
\ �Ar
EXIsm
DITCH TO BE
RE -GRADED \ \ G G
\ j 14.25 13.50
DITCH FG Iv'
12.12
1) NO WETLAND AREAS WERE FOUND ON SITE. TH15 DETERMINATION
WAS MADE BY A PHASE I STUDY PERFORMED BY ARC
ENVIRONMENTAL, ENVIRONMENTAL ENGINEERS.
2) TEMPORARY GROUND COVER SHALL BE ESTABLISHED WITHIN 7
CALENDAR DAYS. PERMANENT GROUND COVER SHALL BE
ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS.
3) ThE PROPOSED 5TORMWATER PONDS SHALL NOT BE USED A5 A
SEDIMENT BASIN. IF 5TOKMWATER PONDS ARE USED AS A
SEDIMENT BASINS, ALL SEDIMENT SMALL 13E REMOVED FROM
WETLAND AND WETLAND TO BE GRADED TO ThF PROPOSED
5UBGRADES AND 4' MIN. TOPSOIL INSTALLED AS SPECIFIED. ALL
TH15 WORK 15 TO BE DONE PRIOR TO THE INSTALLATION OF PLANT
MATERIAL.
4) ALL PLANT MATERIAL 5PECIf[ED FOR THE 51TE SHALL BE INSTALLED
FROM APRIL TO MID JUNE.
5) CONSTRUCT THE PKOP05ED 5TORMWATE_R ACCORDING TO
SECTION 9.4, PAGE 9-20 OF THE NORTH CAROLINA STORMWATER
13MP MANUAL, JULY 2007.
F
DRAINAGE O 0.28X MIN.
SIDE SLOPES O 3:1 MAX.
Q-10: 2.5 CFS
V-10: 1.28 FT/SEC
FLOW DEPTH: 9.5'
ZG
Q�
�O O
v Q
\
C? 110 LF CONC. FLUME 36" WIDE
0 0.28% SLOPE MIN. Q-10:
4.96 CFS
V-10: 2.79 FT/SEC
FLOW DEPTH: 5"
1 A or,
1
RI RAP 'r
OUTLET PROTECTION /
G 1
14.25
!r
\ G
• • 14.75
NICE
\/ f fry
FG 13.00
CONC. /
SIDEWALK
FLUME
I.E.11.69 y '
ryh SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND
(0 LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR
CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER.
HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
E-GRADE 163 LF EXISTING
DITCH FOR POSITIVES ff / / /I v /� MULCHING
USE
DRAINAGE 0.289E MIN. OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL
SIDE SLOPES O 3:1 MAX.
/ / / '` THECONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS.
0--10: 4.96 CFS / y�Q f f / / HARSH SITE CONDITIONS INCLUDE:
V-10: 1.54 FT/SEC r / / / �` -SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED
/FLOW DEPTH: 12" ADEQUATE FOR THIS USE).
-SLOPES STEEPER THAN 3:1
Q / LD VERIFY ELEVATION --EXCESSIVELY HOT OR DRY WEATHER
2 OF GAS LINE % I f f f O f -ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND) AND
FOR CONFLICT WITH f f f / f ff -AREAS RECEIVING CONCENTRATED FLOW.
PROPOSED GRADING, f I / / / !f, IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATER FLOW, AS IN
ANYCONTACTCONFLICTS.
INC. WITH CHANNELS, ANCHOR MULCH WITH NETTING.
ONCRETE ENDw 4. SEED TYPES-
I.E. 11.41
JLMPOM SEEDING:
SPECIES: GERMAN MILLET RATE(LB/ACRE): 40
i 1 0 �� / / / / f / V SOIL AMENDMENTS:
i
� = f FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB ACRE GROUND
� l f f f /f f AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.�! MULCH:
APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
DOT CLASS 1 - RIP RAP 1 / / / f' MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
OUTLET A MULCH ANCHORING TOOL.
O f ! MAINTENANCE:
/// / �,REFERTILIZE IF # IMMEDIATELY FOLLOW NG IEROSION ORS NOT YOTHERUDAMAGERESEED, FERTILIZE AND MULCH
2 LF
/ 15" RCP O 0.28% /a / I / / �` PERMANENT SEEDING;
SPECIES: HYBRID BERMUDAGRASS (TYPES: VAMONT, TIFINAY, TIFWAY Il & TIFGREEN
CAN BE USED)
i ! ,
�, l {/ ff % SEE SECTION 6.12 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
15 t °� ! / / f m /r AND DESIGN MANUAL FOR SOIL PREPARATION AND INSTALLATION REQUIREMENTS.
1 / f
/ ONCRjTE ENOWALL
I.E. 11.�4 ` F`
V
f Q ` 4"
0
FGE 3.00 ALKQ
CONC.
%f SID IIIIIIII
SCALE: 1 " = 20'
.E.11.64 `\ I C GRADVVll AND DRADVAGE PLAN 0 20 40 60
CUSS 1 RP RIP ` / SHET I OF 1
NnllET PRQ1£CT[QN E i E ,
E
o�
W�
5
Y
W
J
vi
N
o
a
Ln
Q
cn
Uj
oz
[O
Lli
Q
m Lj
�] - p Q Q
Lan
_J
�0: Uc
i w <
a'1'
I Xa
p Y
:*0 0
� p
i 0
I Z U_
a_ N o
a a
M
M J Z
N
11 `iJ /'ALL 1- Lr%tm t turn' L1-11r+k- . ' '-vn - . _11 ...L . - ........ter __ .. ­.
V ; w is V GU Off - I

t
-4
1 i ,'L At, ._. Il - I. •._. _.,�.,.• 1_".. _ le •r..
_SW 712 03oco
NOTE: TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
00 P DISTANCE OF 10 FEET.
v � CONTRACTION JOINTS REWD AT 10' O.C.
w U_ MAX., AND 1 /2" EXP. JOINTS REQ'D AT
0 0 50' O.C. MAX. (PER CITY OF HUNTSVILLE
� uj STD. SPEC'S FOR CONSTR. PROJECTS)
� �
6"
24 IN STATE R-O-W
\ 0
y � • tar
rt4 � e
` V 6
� N i 4 �•
" 4 v
a swab
i I i—III 11 1—{ii-11 I l I"—'t I I�{i1—lit l
6" SEE TYPICAL PAVEMENT
EXTEND BASE SECTION FOR REQUIREMENTS
6" BEYOND
BACK OF CURB
Splkh
rl`� Cu., & GUTTE
NOT TO SCALE
NOTE: TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
m M DISTANCE OF 10 FEET.
v v CONTRACTION JOINTS REQ'D AT 10' O.C.
MAX., AND 1/2" EXP. JOINTS REQ'D AT
0 50' O.C. MAX. (PER CITY OF HUNTSVILLE
le w STD. SPEC'S FOR CONSTR. PROJECTS)
6" 18'
1 1\2" 24 IN STATE R-O-W c6
0
LO
w
RE!
9
z ,
p
6' SEE TYPICAL PAVEMENTT11
EXTEND BASE SECTION FOR REQUIREMENTS
6" BEYOND
BACK OF CURB
STANDARD
4 CURB & GUTTER
NOT TO SCALE
ADA DETECTABLE
WARNING TRUNCATED
DOMES
PPEWA
FACE OF CURB 5._O" PLAN ° 5'-0" FACE OF CURB
TRANSITION I RAMP TRANSITION
NOT TO SCALE
1 Wx 18" SIGN
WHITE WCAP SYMBOL
+7'-Q
SLUE BACKGROUND
REQ'D AT ALL
WCAP SPACES
HANDICAPPED
1" HIGH WHITE
LETTERS (TYP)
PARKING ONLY
18"x8" SIGN
WHERE NOTED ON PLANS
VAN
BLUE BACKGROUND
ACCESSIBLE
SET SIGN POST IN CONCRETE (TYP)
TO A MINIMUM DEPTH OF 3'--"0". USE
ELEVATION ABOVE
U--TYPE' FLANGED STEEL SECTIONS FOR
FINISHED PVMT. (TYP)
FOR SIGN POST (PER ALOOT SPECS)
FABRICATE SIGN PANELS OF 16 GA.
OR .063 ALUMINUM.
WCAP SIGN DETAIL
VAN ACCESSIBLE
NOT TO SCALE
1 2 3 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
10D% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
1 2 3 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
T00% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
IN FORMATION.
"v
SEE PLANS
`.J 168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2006
OF SPECIFICATIONS.
O168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, 1-19.0C, NCDOT 2006
OF SPECIFICATIONS.
aD.04 - 0.08 GAL./S.Y. TACK COAT AS REO'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2006 SPECIFICATIONS.
O6" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1010, 100% COMPACTION REQV
�1 224 LBS./S.Y. (2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2006
OF SPECIFICATIONS.
�2 224 LBS./S.Y. (2') BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610. 1-19.00, NCDOT 2006
OF SPECIFICATIONS.
0.04 - 0.08 GAL./S.Y. TACK COAT AS REO'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2006 SPECIFICATIONS.
O8' LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1 D1 O. 100% COMPACTION REQ'D.
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
LIGHT BROOM STROKES
FINISH (TYP)
1 4" PER FT.
E PA - E M
v . FOR REQUIR ENTS.
SEE DETAIL 9, C1.03 FOR I —I
EXPANSION JOINT REQ'TS — 6"
NOTE: CONTRACTION JOINTS SHALL BE
SPACED AT "W" (MAX) CENTER TO
CENTER, AND SHALL BE FORMED USING
PLASTIC OR HARDBOARD PREFORMED
STRIPS (1/3 DEPTH OF SLAB) PLACED
IN THE SIDEWALK AND CURB AT THE
TIME OF CONSTRUCTION. OR BY SAWCUTTiNG
THE SIDEWALK AND CURB TO 1/3 DEPTH
WITHIN 12 HOURS AFTER CONSTRUCTION.
MATCH LOCATION OF JOINTS IN PAVEMENT
WHERE POSSIBLE.
JOINT SEALING
COMPOUND (TYP)
. kI I Il=I1 1 17-
1/2" PRE -MOLDED JOINT FILLER
REQ'D 6ETWEEN CURB do CONIC.
PVMT. (TYP)
CONCRETE SIDEWALK &
TURN —DOWN CURB DETAt
6„ 2,_6�I 6,.
NtSHEp
BADE
2" CLR._ I
#5's 0 6" O.C.
C1.
EACH WAY
x
a
1_
v___jr (TYP
—
/
_
♦
o
Q
♦
/
4
•
#5 s 0 6" (D.C.
�
SLOPE BOTTOM W/
EACH WAY
15" LAP
GROUT AS NEEDED
(P)
TO DRAIN
SECTION
"e
3'-6"
6", 2'-6" 6"
NOT TO SCALE
.3'- 6"
611, 2'- 6" 6"
USE VULCAN FOUNDRY
VRFG SERIES, HEAVY
DUTY GRATE &
I ( OR EQUIVALENT. OR
Q
I
MOUND BACKFILL
TO ALLOW FOR
SETTLEMENT FINISHED PAVEMENT
SLOPE AS REQUIRED •'6 . r. ; :.Q R 4 T.ALDOT
ASPHALT PAVING
TO MEET OSHA REGULATIONS.SE GRADED BASE
COMPACTED SOIL IN 12 INGH 4QRIAL AS REQ'D
LAYERS TO 85% STANDARD STREET SECTION
PROCTOR DENSITY.COMPACT THIS PORTION OF TRENCH aE GRADED BASE
i 1- WITH HAND HELD MECHANICAL TAMPERS .dI ALDOT NO. 78 NO. 78
STONE OR SELEGTSHED STONE
o� BACKFILL FROM e O
EXCAVATION.
WORK MATERIAL AROUND PIPE.
7c
Fm c
g
1'-0" BELL DIA. 1'-'-0"
1'-D" BELL DNA. 1'-Q" M
MIN. OF PIPE MIN. IN. OF PIPE MIN,
STORM SEWER IN NON -TRAFFIC AREAS METHOD "B" STORM SEWERS IN PROPOSED
TRAFFIC AREAS OR WITHIN STREET RIGHTS -OF --WAY
(2�STORIVII SEWER PIPE BEDDING
NOT TO SCALE
NOTE: SPACE
" EXPANSION JOINTS
5/16 _ NON -SAG URETHANE JOINT
AT SILICONE SEAL WAY AND WHERE EACH
SEALANT (1/2 x1 )
1 /2" TERMINATES AGAINST 3/4" THICK CORK OR
4 SAWCUT TO 1/3 DEPTH A RIGID OBJECT. BITUMINOUS EXPANSION
OF SLAB WITHIN 12 HOURS JOINT FILLER ALONG WALL
OF CONSTRUCTION. AND FOOTING
wf
4 a 6 .4 Q d •. p I•�-.1 "
4 4 Q c
d
\-
METAL CAP (INSIDE
SPACE CONTRACTION JOINTS AT LUBRICATED)
15' O.C. MAX. EACH WAY. 3/4.0 PLANE ROLLED STEEL DOWEL
18" LONG (MIN.) 0 12' O.C.
DOWELS ARE TO BE INSTALLED PARALLEL
TO BASE AND TO WALL AND SUITABLY
BRACED BEFORE POURING CONCRETE
EIXeAb= JOINT DETAIL
CONCRETE PAVEMENT
fc= 4000 psi MIN.(28 DAYS) WWF 4x4" W4xW4 (4 GA)
MIN, CONC. FLEXURAL STRENGHT 650 PSI REINFORCING
SLUMP- 4" MAX. (SEE SITE PLAN FOR LOCATION)
�.x - -.-.•- x 4 x .• 4 x • � x� # xr-# --- x x. a • o • x :-.�� -�
6" THICK DENSE GRADED BASE
CONCRETE PAVEMENT D
I NOT TO SCALE
2'-0" OUTSIDE 2'-G"
DIAMETER
o
,N
" CLR.
V)
w
oJ
��P
<
_ __
17
CI
8' MIN. DEP
OF TURN -DOWN
EDGE TYPICAL
NOTE: USE 3/4' CHAMFER
ON ALL EXPOSED CONCRETE
EDGES.
ELEVATION
NOTES:
1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS (CLASS "A").
1 ALL REINFORCING SHALL BE GRADE 60 DEFORMED BARS,
AND SHALL CONFORM TO THE REQ'TS OF THE STANDARD
SPECIFICATIONS FOR BILLET STEEL (ASTM A-15), WITH
DEFORMATIONS CONFORMING TO ASTM A-305.
FILL SLOPE
/-3/4 CHAMFER (TYPICAL)
2 0
2 1/2" CLR. w 0�
4" o Ui
LO
4 2'-0"
E
WWF 4x4-W2.9xW2.9�,
TURN INTO TURN -DOWN
EDGES.
3" CLR,
(TYP)
3" CLR.
8„ (TYP)
CONCRETE SLOPE PAVED ENDWALL
NOT TO SCALE
CONSTRUCTION DETAILS
�f
G
'U w
CJ h
G
N O
000 �
❑
u)
W °' °'
J M
N
> X
N �
a
CL
rn _
N 0i
0 0.10
U v, 41
Z >, w
O
m
to
Lo
r-
��'*�; rr�frj
'•
Q 0
eL
•+� ��,
,
0
z
0
5
uj
c�
N }:
m
m
Q J O In
Lj
le Z N
pl
¢ J
m
V Or
Its I uj U �
LU
pY I
�o U� pa
N_
r Q
0
z u-
a 0
0 0
z W z
J
E
k
C
:�j•k�'r_
s .- P-7 I - --
-
-� 1. -
__Ti v - ----� -----r
-1*#i! �� •. rj{�
'
1
1
ak IF%
i.'F a,l•1.
I
� 1 i � e
1... .. �..�. .- - ...
..
I
... ..
1,"_.�. . .. .1 .
, yy
.M .i,f. •l�( ..t 1,-7 .l's. 1. �11.��

.......... ...
In�v� -7 /Q 036 (-e
�xr8�
PUM ,; Dewatering
= Concrete block
• •' ' .. ''r�r.:► i:.ir:fr�.. . s ..-, r . �: ��/ c c .cg7 � U
'a: r..��r;y �b:a. ;,;, •r. �..{, .. ij;��- r'�•�: - ,•:.'. ',;: _• .•`i }. .. �r 2 O R •� C n d
-- .t' .� din r^ •''•�- .. T, — Q 'i.7 m — � — n
j; . �« o BACK OF CURB �"- o N
> xo
3'-0" 2'-0" 3'-0"
' •'..' ' SEE CURB END
wWF 6"W' - w4xw _ > DETAIL OW) r-
(4 GAGE) TYP�`
"TURN• -DOWN` AT 6` 3._0. LO
0
SLOPE 9,40% N END OF FLUME r�
---- LO
V Ell
--"""" ----, � PLAN 2:1 slope, gravel filter —
/\/\\ \ \ \ \` \ \ I P NOTE: MAX.,CONTRACTIONN2" EX . JOINTS REQ'D AT z a- a
\--�6 STD. SPECS FORECONSTR. PROJECTS)R CITY OF , ° a
l-477T, 0
E
L — _ _ _ _ _ _ Temporary sediment 3-0"
5._0„ 'NRN-DOWN" AT pool Wire screen Dewatering
SECTION END OF FLUME
0
WWF4"x4" - W4xw4 /\ .� ---• ---- --- „— -� � � t`
(4 GAGE) TYP Z A
Q' JCONCREIE -FLUME DEMIL.
6
NOT TO SCALE 1 ' min _ _ 16 o MACE F�}. GRADE. ``��� t 1/ f � 2 max fi
�� •" ��
CONCRETE \MEVATION
cam+•.
BAG IS TO HAVE TIGHT �'IT►���'�1�-'`'�fl- �r0 inlet d , ,� 6' — V :us w �+
PLATE TO BE EMBEDED CONTACT WITH CURB I .A•.• P
2" INTO CONCRETE (TYP) (NO GAPS) Sediment with grate 4 4 ( �* ��-C,
(SEE PLAN) LEAVE APPROX. 4' TO 6' I 4a ' n a a —III i fir!
ANQWEEN FILTER OPEBNG Figure 6.52a Block and gravel drop inlet protection. — — --111
I I �i�iOfi►�
I 4
36" FLUME— - - — i I—f
OPENING —
OMPACTED EXISTING SOILS 3500 PSI
1POND 1 DISCHARGE FLUME DEMIL
CONCRETE
�
NOT To SCALE Construction 1. La one block on each side of the structure on its side in the bottom row
• �-�� �� -�,' � -_- ;,� ,ray
Specifications to allow pool drainage. The foundation should be excavated at least 2 inches below the crest of the storm drain. Place the bottom row of blocks against 9 36" WIDE CONCRETE FLUME
3/4 the edge of the storm drain for lateral support and to avoid washouts when NOT To SCALE
BUR LAP BAGS OR SYNTHEETIC TIC NET BAGS THAT NO GAPS ARE EVIDENT INCH GRAVEL NT IN PERVIOUS PLACE GRAVEL FILTER BAGS SUCH overflow occurs. If needed, give lateral support to subsequent rows by placing
BUR
(1/8 INCH MESH) APPROXIMATELY 24 INCHES 2 x 4 wood studs through block openings.
LONG, 12 WIDE AND 6 INCHES HIGH o
2. Carefully fit hardware cloth or comparable wire mesh with'/2-inch openings �J
PLAN VIEW over all block openings to hold gravel in place. ^^ V
3. Use clean gravel, 3/4- to '/a -inch in diameter, placed 2 inches below the top
of the block on a 2:1 slope or flatter and smooth it to an even grade. DOT #57TOP OE CURB �I
washed stone is recommended, 8' max, standard strength fabric with wire fence L l `�
+ ' 6' max. extra strength fabric without wire fence
y BLOCK AND GRAVEL W
PLACE GRAVEL FlLTER BAGS SUCH 6 INLET PROTECTION Steel
THAT NO GAPS ARE EVIDENT. NOT TO SCALE post
.FRONT VIEW Plastic or
w re ties � rT� �•,
Wire
38-24"
as /
4 GRAVEL FILTER FOR FLUME �° fence L
G L�'y
NOT TO SCALE Q��\` So. min Natural
0
P / ground
,A»Pipe Outlet to Flat Area- Pipe Outiet toWell-derned
► `' No Well-defined Channel Channel
.'Gry'§•:.7:�p'.•�:••A •"'t,:�- ��r,'M•r•�,'. ,.ti ,t .-�'.-*y '••.y]]
�.,, p�rryy t •'?f• T' : �:•.w•i +• .F`•,.•ffr .r+J t
OI M•L'/•''�. '• /' •Y•, .¢1, t'. '.,f'`M^}ri1:. r ',rf'_! •. 'C•! s 0 6r. rnlri rr [mil
'� : � ' Filter
:'Y.;. r fabric
,'i • ;':`' ��.'— coo se aggregate
TEMPORARY
5.-0" 5,_0- Plan Plan CONSTRUCTION ENTRANCE Wire
WWF 6"x6" - w4xw La NOT To SCALE fence
(4 GAGE) TYP Cross-5ection
o La View
SLOPE 6.88% N 1 Filter
Steel fabric Backfiil trench Natural
Section AA post and compact
�... — ____ � R Fitter
�---•—�--- —--�-----1 � blanket ,�
\ I •
/x�%' ,�%\ .�\/i��% thoroughly ground
v F6„ Section AA
SEE EROSION CONTROL SHEETS FOR DIM'S ;• : • ; ; •
Notes •+• • `4_+ ` ' Upslope
. • so z
4,-0.. of • men • • � 0
1. La is the length of the riprap apron. Minimum 8' -10' • " �' + • ' •' • " `• $"
24rr ••� ss + • min W
WWF 4"W - W4xw4 r\ 2. D =1.6 times the maximum stone 50# -160# Stone Rip -Rap •.' . • • ; •• ;:
(4 GAGE) TYP Of.
c • • • e` • ° • i +s •
o diameter but not less than fi.. . Z-O" Min. • e • . . •
6»N 3. In a well-defined channel extend the � ¢ N m Q
apron up the channel banks to an M ¢ � n 0 - z m
a I 1
300D P51 / elevation of 6" above the maximum Filter
TWO Y cN
CONCRETE \�\\\ ' tailwater depth of to the top of the blanket m o � L i w Q
PLATE TO BE EMBEDED 4. ftr%%%%1%ti1l%b6c should p Y M � 0 o 0 -5 0 €i
2" INTO CONCRETE (TYP) INVERT ELEVATION
(5EE PLAN) be installed between the riprap and STONE FILTER RING
soil foundation.
5 RIPRAP OUTLET PROTECTION.8 INLET PROTECTION DETAILS FOR PLACING 2 NOT TO scALENat ro SCALE 1 SILT FENCES z o
NOT TO SCALE NOT TO SCALE <
CONSTRUCTION D.ET'AMS z W z
SHEET 2 OF 5
I
v —
NOT TO SCALE NOT TO SCALE < Y
- II-% A TC4 FriTs T rrrrnr.-% ik r TA T-+r 1M . IrV e4 � Co � 1

ja qn (� cSW 7l 2 v3o co
z3dr 11'Co
U �
#3 BAR CONT. AROUND
OUTSIDE OF BELL (TYP.) I I
a ^-
I T
K'- #3 BARS @
12" O.C. VERT.
'J'- #3 BARS @ 12" O.C.
6
'H'- #3 BARS @ 10" O.C. BENT
E UP VERT. INTO WINGS
PLAN
..
E
END ELEVATION
SINGLE HEADWALL DIMENSIONS
D
A
B
C
E
F
12" OR 15"
2'-11"
2'-3"
1'-31,
5'-1"
1'-10 112"
18"
3'-2"
2'-6"
1'-3"
5'-4"
1'--10 112"
21
3'-5"
2'-9"
1'-3"
5'-7"
1'-10 112"
24„
3,-8„
3,-0"
1,-6„
6'-3„
2,-3„
U
0
N OTE:
WHERE ARCH TYPE PIPE IS SPECIFIED, HORIZONTAL DIMENSION "A" FOR HEADWALLS SHALL
CONFORM TO THE HORIZONTAL DIAMETER OF THE PIPE AND VERTICAL DIMENSIONS, AND
DIMENSIONS DEPENDENT ON VERTICAL DIMENSIONS, SHALL CONFORM TO THE VERTICAL
DIAMETER OF THE PIPE.
6 #3 BAR CONT. AROUND
OUTSIDE OF BELL (TYP.)
0
'K'-- #3 BARS
@ 12" O.C.
#3 BAR
IIJI- #3 BARS @ 12" O.C.-
F
D
H'- #3 BARS
@ 10 0. C.
■
CROSS SECTION
CONCRETE HEADWALL DETAIL - SINGLE PIPE
NOT TO SCALE
Geote
STONE CHECK DAM
911
Geotextile N
No. 57 Washed Stone
24" maximum
TEMPORARY SEDIMENT TRAP
N
L = The distance such that points
A and B are of eaual elevation
rn
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TEMPORARY SEDIMENT TRAP SPACING
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RIP RAP DETAIL
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CONSTRUCTION DR TALL.S
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15
10
5
20
15
10
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POND 2 CENTERUNE
f
4
PARKING LOT
ELEVATION: 14.00
E
_.
___ -- --FLUME-�X _. _-__W_•.__
;ELEVATION: 11.90
EXISTING
GRADE
II
-PROPOSED GRADE
3' WIDE FLUME
3H:1 V SLOPE
ELEVATION: 13.00
MAX. (TYP)
I.E.: 10.00
10 YR 24 HR
`-
12.84
I
-------__ _ ...__-._.__...._._._
i
POND �OTT_OM
1�' X 18" ARCH RCPELEVATON:
10.00
ISCHARGE
WATER TABLE: 8.00
_...... .......... .._ - -
_ --..-_ - .... _ - - -- -- - __ _- ---- - -- - -
>
- - - -- - ---- - - -- - - --
-- _ - ---- - - _ -
i
i
op
op
o�
ao.�a.
I.j
rri O
ri
0
�' CV
—0+50
POND t CENTERLINE
i+oo
ION "A -A"
20
15
10
5
PROFILE SCALES:
H: 1 " = 20'
V: 1 f$ 2'
I
Ii
I
FROM_m
>�_____y
_____ _. _
_ - __.___-__ __ _ FLUME
EXIT
_.-.---.-----__ _..._. -__ _ ____ .___ __,___—_--
PARKING
____�-
.._--_____--._ �_-__--_.---_...-----____---GRADE
T
ELEVATION: 12.25
AREA
-
4'
IDE FLUMEENTRANCE
EL
TION: 13.00
---
.
POND
-----------
BOTTOM 0 YR 24 HR_—
ELEVA�ION:
10.00
HGL ELEVATION:
1
3H:1 V SLOPE
MAX.. (TYP)
............... .
3F�:1V SLOPE
MAX. (TYP)
PROPROSED
GRADE
WATER TABLE:
8.00
l- �� ^�-------- -
E
6
I
N
Cry
Q
M
f
Cr)
Q
a
N
4
N
Q
-0+50 0+00
1 +00
OND 1
)'A-All
'AAli
2+00
PROFILE SCALES:
H: 1 " = 20'
V. 1 " = 2'
20
15
10
5
2+50
15
10
5
POND 2 CROSS SECTION
1
HVAC PAD
EXISTING GRADE
TOP OF
_--....---EL-EVATION:--l-4.75.
ELEVATION:
i
14.00
1
10 YR 24 HR
3H:1V SLOPE
HGL ELEVATION:
PRQPROSED
12.84
.------- _. - - ----- GRAD.E.___ .._------___.__
.. __-- -____ _-_.._.____
------
_ 3H.,1_V SLOPE..
�_-
MAX. (TYP)
-- 3H:1 V SLOPE
MAX. (TYP)
POND BOTTOM
_._.__�
-__-____.-------------,....
10.00
WATER TABLE: 8.00
--.---_.__
i
BOUNDARY_
!I
.
._._.__..___-___..______._._.-_______.-
Q�
o�
�
r
0+50
20
15
10
5
PONDi CROSS SECTION
15
10
5
1+00
i
i
3H:1 V SLOPE PARKING AREA
MAX. (TYP)
-- EXISTING
GRADE
TOP OF BERM
ELEVATION: 14.00
3H:1 V SLOPE
MAX. (TYP)
PROPERTY�-
- - - ---
BOUNDARY LINE
3H:1 V SLOPE 1
MAX. (TYP) - 1�0 YR 24 HR
HGL ELEVATION:
PROPOSED 12.91 FEET
POND BOTTOM WATER TABLE: 8.00
ELEVATION. 10.00
Lo
o o t j
-o+so a+oo
POND 1 SECTION "B-B"
20
PROFILE SCALES:
H: 1 " = 20'
V: 1 " = 2'
PROFILE SCALES:
H: 1 " = 20'
V• 1" = 2'
1 +00
CONSTRUCTION .DETMLS
SHEET 4 OF 5
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Pny / n/ n
2" X 3/8" STEEL
PLATE WELD TO
L FACE
F
CE. IN:
'SEE TABLE FOR
/ALUES)
6'X16• CONCRETE CURB
tAt-AMWUN OWN/ I i rr.1
EACH SIDE
PLAN
CHANNEL
(SEE DETAIL
(ALSO SEE NOTE
SEE GRADING PLAN FOR SLOPES
.014 REBAR 18" O.C. 5 14 REBAR
PROFILE
NOTES:
STEEL LID TO BE FLUSH WITH CONCRETE SIDEWALK.
3/8" DIAMOND PLAT
SEE DETAIL STEEL LID "
6
3/8"1 I
20"
VARIES SEE PLAN
6-
VARIES. SEE PLANS.
32"
14 REBAR 18" O.C.
14 REBAR AS SHOWN
NOTE: CONTRACTION JOINTS REQ'D AT 10' O.C.
MAX., AND 1/2" EXP. JOINTS REQ'D AT
50' O.C. MAX. (PER CRY 0 .HUMSVILLE
STD. SPECS FOR CON
STT�I-ROJECTS}
1
SEE GRADING PLAN FOR INVERTS
3/8"
114»
0
3/8"
BAR "
STOCK a
(WELD) �.
2"
DETAIL A
CONCRETE SIDEWALK FLUME DETAIL
"AT TA QP.,C
COMPACTED EXISTING SOILS ��p p��
CONCRETE
42" WIDE CONCRETE FLUME
6"
SX16 CONCRETE CURB
1"R-
(TYP)
Sidewalk Elevations
Flume Northeast by Pond 1 Sidewalk Flume Southwest by Side Ditch
FG 13.00!
60 I.E. IN 11.69
1.30 I.E. OUT 11.64
E 2" MIN. CLEARANCE.
2- STEEL LID SHALL BE FLUSH WITH CONCRETE.
3- BOX DIMENSIONS BASED UPON GRADING AND DRAINAGE INVERTS AND
nNISHED GRADES. SEE GRADING AND DRAINAGE PLAN FOR INVERTS AND
FINISHED GRADES.
4-ALL STEEL SHALL BE GRADE 60.
5-SIDEWALK LID SHALL BE DIAMOND PLATE STEEL.
6-STANDARD REBAR SHALL NOT BE USED FOR STEEL ANCHORS.
7-STEEL LIDS AND SEAT TO BE PAINTED GREY IN ACCORDANCE WITH CITY
STANDARDS.
,318" DIAMOND LID STEEL
1 ,-`-� SIDEWALK LID
.11-112»
COMPACTED SUBGRADE
PER PAVEMENT REQ'TS
2_112" X 1-112"
X 114 " THICK STEEL
ANGLE "L "
1/2" X 3" STEEL
ANCHOR 8 " 0. C.
WELDED TO STEEL "L "
SEE DETAIL 6, C1.05 FOR
-JOINT SEALING COMPOUND (TYP) EXPANSION JOINT REQ'TS
NOTE: CONTRACTION JOINTS SHALL BE
SEE PVMT. DETAIL SPACED AT 15" (MAX) CENTER TO
CENTER, AND SHALL BE FORMED USING
PLASTIC OR HARDBOARD PREFORMED
STRIPS (1/3 DEPTH OF SLAB) PLACED
IN THE SIDEWALK AND CURB AT THE
•. TIME OF CONSTRUCTION, OR BY SAWCUTTING
• • •• THE SIDEWALK AND CURB TO 1 /3 DEPTH
• WITHIN 12 HOURS AFTER CONSTRUCTION.
MATCH LOCATION OF JOINTS IN PAVEMENT
WHEREPOSSIBLE.
I I 1 1 1—I I
1/2" PRE -MOLDED JOINT FILLER
REQ'D BETWEEN CURB & CONC. PVMT. (TYP)
6"X16" CURB DETAIL
NOT TO SCALE
CONSTRUCTION DETAILS
SFIEBT 5 OF 5
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CONSTRUCTION DETAILS I I z I i z I I

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TIME OF CONCENTRATION
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DUMPM PAID.
scaum TALL WOOD Forb
a•
a`'
~•Q BASIN INFORMATION PREPARED FROM SURVEY, USGS
QUAD MAP, AND GOOGLE EARTH SURFACE
• Pl-th BASIN = .
z \ �
�w f'w mrn'o'"i#
1
�fl
A. #
P ICE LaPMENr' BAS
SCALE. 1 " = 30'
ors � RE VE N MAP 0 30 60 sa
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EARTHBASIN INFORMATION PREPARED FROM SUR4Zi 'TSGS
QUAD MAP9 AND GOOGLE
SURFACE
POST
BASIN
1
= 0.82
ACRES
POST
BASIN
2
= 0.71
ACRES
POST BASIN 3 = 0.97 ACRES
POST BASIN 4 = 0.17 ACRES
TOTAL = 2.67 ACRES
POSE
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' NEW RETAIL STORE
�3. 156" X 80"
12_ 4€�0 SF
4�f
F.F.E. = 15.25
f
\ /r
` RETAINING WALL
ACO OGOf f I
I - I gal / f
�\ MAG SWE
SS
4 ;
V - gal
4- ?
MULCH AR X 4(f
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ACE 5R2ACE BK2 ACE 5K2
ACC BU
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\ MULCH AR -
\ $ r
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LANDSCAPE CALCULATIONS
Street Yard Landscape Requirements:
1 Shade Tree per 35 L1= along property boundary — 231 LF = 7 Trees
Required
8 Trees Provided
Parking Lot Landscape Requirements:
1 Shade Tree per every 10 parking spaces-
53 parking spaces = 5.3 Trees Required
7 Trees Provided
*SOD ALL DISTURBED AREAS Wf!H:N THE PROPERTY LIMITS.
I gam PLANT 5CM EDU LE
\ 6
t \ \ TREES QTY COMMON NAME / BOTANICAL NAME CONT CAL 512P DETAIL
ACE 5R2 7 Red Maple / Acer rubrum 'Brandywine' B * B 2"-2.5"CAL 1 O' - 12' H
�► ! �� / BET DUR 3 Duraheat River Birch / Betula nigra 'Duraheat' B 4 B MULTI 5TEM 1 O` - 12' h
MAG SWE 3 5weet Bay/ Magnolia virginiana B 4 B 1 .5"-2.5" CAL 8' - 1 O' min,
\ l / ULM ALL 3 Alice Lacebark Elm / Ulmu5 parvifolia 'Alice' B 4 B 26"Cal 8' - 1 O' min.
UL
M ALL \ \ / !// ! r j 5hRUB5 QTY COMMON NAME / BOTANICAL NAME CONT SIZE DETAIL
I -B 4 B i / J / 1 MUH CAP I G Pink Muhly/ Muhlenbergia capillari5 2 gal
77 MU 2 a CAIP GROUND COVER5 QTY COMMON NAME / BOTANICAL NAME CONT DETAIL
I
ACE �h 142 Variegated Gra551caf 5weetflag / Acoru5 gramineu5 'Ogon' I gal@ 18" oc
\ \
r
LANDSCAPE PLAN
SHEET 1 OF 2
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DIA
EXCAVATED BASE OF
PLANTING PIT EQ, TO
ROOTBALL DIAMETER.
SHOVEL CUT EDGE
SET ROOTBALL ON
UNDISTRUBED SOIL
EXCAVATED BASE OF
PLANTING PIT EQUAL
TO ROOTBALL DIAMETER
AROUND SIDES OF ROOTBALL
12" DEEP DISTURBED
AREA TYPICAL
SHOVEL CUT EDGE �-� 11
FINISH GRADE TYPICAL
SET ROOTBALL ON
UNDISTURBED SOIL
APPROVED FRIABLE TOPSOIL BACKFILL.
WITH MYCORRHIZAL INNOCULANT PER MANUF. SPEC.
MINIMUM OF THREE (3) GUY WIRES WITH
DEWITT TREE STRAP OR EA.
TO INTERCONNECT MAJOR TRUNKS,
EDGE OF ROOT BALL
OUTSIDE OF EXCAVATED PLANTING PIT,
ROUGHEN SLICK SIDES OF
PIT PRIOR TO PLANTING.
TYPICAL 6" STEEL HEAVY GAUGE FENCE
POST WITH #9 TIE WIRE STRAPS.
PLAN VIEW
DEWITT TREE STRAP OR EA.
SECURE ABOVE THE LOWEST STRONG BRANCH
TYPICAL 4 STRANDS #9 TIE WIRE
TWISTED TOGETHER, TIGHTEN TO ALLOW 1/2" MOVEMENT.
TYPICAL 6' STEEL HEAVY GAUGE FENCE POST (APPROVED)
EXTEND POST TO FIRM BEARING AS REQUIRED.
3" THICK MULCH (SETTLED THICKNESS)
3" HEIGHT SAUCER AROUND TREE PIT. SET ROOT BALL SO
TOP IS EXPOSED 2" ABOVE FINISH GRADE. (SET AT GRADE
iF SOILS ARE WELL -DRAINED, DO NOT COVER TOP OF BALL
WITH SOIL).
AFTER PLACEMENT OF TREE IN PERMANENT LOCATION
CUT E BASKED OAVMIN. OF ©50%/DOWN BURLAP
SIDES- REMOVE
REMOVE ANY PLASTIC, NYLON STRAPS OR STRINGS
FROM TREE ROOT BALL.
APPROVED FILTER FABRIC OVER STONE.
AUGER 6" DIA. X 4'0" DEEP HOLE IN BOTTOM OF
PLANTING PIT. FILL WITH #5 RIVER GRAVEL.
ELEVATION VIEW
TYPICAL MULTI —STEM TREE PLANTING
NOT TO SCALE
PLAN VIEW
t
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ELEVATION VIEW
TREE PANTING
PRIOR TO EXCAVATING PLANTING PIT, DISTURB
SOIL WITHIN THIS AREA TO DEPTH OF 12" MIN.
USING A TILLER. THIS AREA SHALL BE
GRADED AND RESTORED
EDGE OF ROOT BALL
OUTSIDE OF EXCAVATED PLANTING PIT,
ROUGHEN SLICK SIDES OF
PIT PRIOR TO PLANTING.
TOPSOIL BACKFILL SHALL BE
APPROVED FRkABLE TOPSOIL.
TYPICAL 6" STEEL HEAVY GAUGE FENCE
POST WITH DEWITT OR EQ. TREE STRAP.
TIE WITH #9 CONCRETE TIE WIRE. ALLOW 1 /2"
MOVEMENT.
DO NOT PRUNE MAIN LEADER
FILTER FABRIC
f MULCH 4" MIN. WITH
! SHREADED HARDWOOD BARK
LAWN
augJAMAIROM
1111=1111 ie
SHOVE -CUT EDGE
L2 NOT TO SCALE
TYPICAL 6' STEEL HEAVY GAUGE FENCE POST
TYPICAL DEWITT TREE STRAP OR EQ.
SECURE ABOVE THE LOWEST STRONG BRANCH OR A
MINIMUM OF 1 /3 OF TREE HEIGHT.
TYPICAL 4 STRANDS #9 TIE WIRE TWISTED TOGETHER.
ALLOW 1 /2" MOVEMENT OF TREE,
TYPICAL 6' STEEL HEAVY GAUGE FENCE POST (APPROVED)
PLACE POST PARALLEL TO ADJACENT WALKS OR
EDGE OF PAVEMENT. EXTEND POST TO FIRM BEARING
AS REQUIRED.
3" THICK MULCH (SETTLED THICKNESS)
PULL BACK MULCH AT BASE OF TREE.
3" HEIGHT SAUCER AROUND EXCAVATED PLANTING PIT
SET ROOT BALL SO THAT TOP OF ROOTBALL IS EXPOSED,
2" ABOVE FINISH GRADE. (SET AT GRADE IF SOILS ARE
WELL -DRAINED, DO NOT COVER TOP OF BALL WITH SOIL).
AFTER PLACEMENT OF TREE IN PERMANENT LOCATION,
CUT AND REMOVE THE TOP 1/3 OF BURLAP AND
REMOVE WIRE BASKET A MIN. OF 50% DOWN ALL SIDES.
REMOVE ANY PLASTIC OR NYLON STRAPS OR
STRINGS FROM TREE ROOT BALL.
APPROVED FRIABLE TOPSOIL BACKFILL.
WITH MYCORRHIZAL INNOCULANT PER, MANUF. SPEC
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DO NOT PRUNE MAIN LEADER
12" DEEP DISTURBED I SHOVEL CUT ED
AREA TYPICAL
FINISH GRADE TYPICAL
_II CIE
EXCAVATED PLANTING
PIT WITH TOPSOIL MI
6" MIN. ALL AROUND
ROOT BALL
nnnT BALL
OUTSIDE
OF EXCAVATED PLANTING PIT, ROUGHEN
SLICK SIDES OF PIT PRIOR TO PLANTING
APPROVED FRIABLE TOPSOIL BACKFILL
SEE ENLARGED PLAN VIEW OF STAKING BELOW.
PRIOR TO EXCAVATING PLANTING PIT, DISTURB
SOIL WITHIN THIS AREA TO DEPTH OF 12" MIN.
USING A TILLER AUGER
THIS AREA SHALL BE GRADED AND RESTORED,
LANDSCAPE NOTES
1. Contractor is responsible for the location of underground utilities on the site.
Repair damaged utilities to owner's satisfaction at no additional cost.
2. Verify quantities on plans before pricing work and provide plant material in
sizes and varieties shown on the drawings and plant list.
3. All plant material shall be guaranteed one full year, free replacement on labor
& material. Separate agreement with installer shall be provided, to include contact
name/ph. numbers
4. Sod all areas according to landscape plan and seed all others.
5. Landscape architect may or may not at his/her discretion accept substitutions.
6. Provide freshly dug trees and shrubs. Do not use naturally collected materials.
7. Plant material stored on the site more than 8 hours prior to planting shall be
healed in with mulch and kept moist.
8. Install all plant materials in accordance with all local codes and ordinances.
9. Stake plant locations for approval by landscape architect before installation.
Adjust stake locations as directed.
10. All plants shall meet specifications. Rootballs shall meet or exceed size
standards set forth in ANSI 260.1, 'American Standard for Nursery Stock'. Main
leaders of all trees shall remain intact.
11. Mulch plant pits and planting beds with specified mulch to a depth of 3
inches.
12. Prepare all topsoil to be used in all planting areas in the following proportions:
4 parts top soil
2 parts decomposed organic matter
1 part approved soil amendment
1 part mychorizae fungi per manufacturer spec's
13. Remove from site any plant material which turns brown or defoliates within 5
days after planting. Replace immediately with approved specified plant material.
14. When landscape work is complete, landscape architect will, upon request make
an inspection to determine acceptability.
15. Maintain all plant material until the job is accepted in full by the landscape
architect unless otherwise specified.
16. Locate plant material prior to submitting bid / or qualify bid with
recommended plant substitutions. Submission of bid shall constitute contractors
acceptance of plant availability.
17. All trees will be mulched, and be staked as shown on drawings. Stakes and
guy wire to be removed by and remain the property of the contractor.
TYPICAL 6' STEEL HEAVY GAUGE FENCE POST (APPROVED)
PLACE POST PARALLEL TO ADJACENT WALKS OR
EDGE OF PAVEMENT. EXTEND POST TO FIRM BEARING
AS REQUIRED.
3" THICK MULCH
3" HEIGHT SAUCER AROUND EXCAVATED
PLANTING PIT. SET ROOT BALL SO TOP
IS AT SURROUNDING FINISH GRADE.
APPROVED FRIABLE TOPSOIL.
REMOVE CONTAINER AND SCARIFY ROOT BALL
PRIOR TO PLACEMENT IN PERMANENT LOCATION.
ELEVATION VIEW
_ EVERGREEN TREE PLANTING
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NOTE: THE OWNER, LESSEE, OR HIS AGENT SHALL
BE RESPONSIBLE FOR PROVIDING, MAINTAINING,
AND PROTECTING ALL LANDSCAPING IN A HEALTHY
AND GROWING CONDITION, AND FOR KEEPING IT
FREE FROM REFUSE AND DEBRIS. ALL
UNHEALTHY AND DEAD MATERIALS SHALL BE
REPLACED WITHIN ONE YEAR AFTER NOTIFICATION
OR DURING THE NEXT APPROPRIATE PLANTING
PERIOD, WHICHEVER COMES FIRST.
APPROI ED FILTER FABRIC OVER STONE
AUGER 6" D+A. X 4'0" DEEP HOLE IN BOTTOM OF
PLANTING PIT, FILL WITH RIVER GRAVEL.
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