SW7100106_COMPLIANCE_20100120

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

w.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place WA in the blahk'')`+ (f" I- Q 1J^,— G
Part A.
'
1. Project Name FAMILY DOLLAR DEVELOPMENT - COLERAIN JAN 2 0 2010'
2. Location of landdisturbing acty. County BERTIE City or Township
Highway/Street NC HWY45_Latidrde 36.19&4 Longitude 76.7683
3. Approximate date land -disturbing activity will commence: JAN 15, 2010
4. Purpose of development (residential, commercW, industrial, institutional, etc.): COMMERCIAL
5. Total acreage disturbed or uncovered (including off -site borrow and waste
areas): 2.35
6. Amount of fee enclosed. $ 195 The application fee of $65.00 per acre
(rounded up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee
is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sedirnent control issues arise during land -disturbing activity:
Name SELDEN TAYLOR E-mail Address [e-mail]
Telephone [phone]_ Cell # 714-1108 Fax #
9. Landowner(s) of Record (attach accompanied page to fist additional owners):
C.WOOD BEASLELY, JR REVOCABLE TRUST
Name
POBOX
Telephone Fax Number
Current Mailing Address Current Street Address
COLERAIN NC 27894
City State Zap City State zip
881 603
10. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
Persons) or firm($) who are financially responsible for the kind -disturbing ac" (Provide a
comprehensive list of all responsible parties on an attached sheet):
EASTERN PRIDE INC
Name
2405-F NASH ST
E-maffAddrea x
JAN 19 in 2mn
Current Mai mg Address Current Street A�
WILSON NC 27896 LC`iJf
Cly State Zip City State zip
Telephone Fax Number f

Z (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent
Name E-mail Address
Current Mailing Address
Current Street Address
City State Zip Cry State Zip
Telephone Fax Number
(b) If the FinanciWlly Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name- If the Financially Responsible
Party is a Corporation, give name and street address of the Rego Agent
CHARLES A. THOMAS
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
Current Street Address
City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
RLES A THOMAS PRESIDENT
6 (05 A F6^, wS
T pe or print nam Title or Authority
�� �� 11{ 3C1iJ5
Signature Date
1 CT Yak l A R - U}Y A a Notary Public of theC�ounty of i(_ TtM 1 lam!
State of North']Caaroliina, hereby certify that CMartfo A 1—tA/xn appeared
personally before me this day and being duly sworn admowtedged that the above form was
executed by him.
e
Witness my hand and notarial seal, this 'IC
CL2day of �0m� 20 L%C�
v NG
wRS _
Seal a,LQf!3
1mTARY PUBLIO
gy$CN G01RIn fl1.C-
Notary
My commission expires ��/ �i�I��

STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
IL What makes up a complete wet detention pond application package?
A. . Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within '/z mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
Z. 1. An original signature is required. Photocopied signatures cannot be accepted.
V/2. A -completed wet detention pond supplement and a signed, dated and notarized wet
2 detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
Built -upon areas are reported in square feet in Section 111.6.
5. Receiving stream name and classification. This is important because in the non -Phase
It counties, a wet pond cannot be used on a project that is within'/ mile of and draining
1✓j. to SA waters. For Phase II, a wet pond is allowed within ''/z mile of SA waters.
6. Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed wet pond.
7. If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner -in the partnership, a�member ,`;;_
:. ,..member -managed !LLC,- or the•, manager 'of a ' manages=managed' LLC' Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member ormanager. ' . ' • `
8�/ For subdivided projects; a signed and notarized deed. restriction statement must be
provided.
i5

Wet Detention Pond, cont.
B. CALCULATIONS
1. The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2. For Phase II projects that are within'/ mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3. For Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4. For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase 11 and within '/ mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12. Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13. Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. Rounding numbers off during the calculation process can result in deficiAncies. Do not
round the numbers until you get to the final result.
16. An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average'depth calculation.
4
le-
S� A�� °'�f �G lGs
�or Cc�lcs

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small
commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
//'few sheets as possible, without cluttering them up.
Development/Project Name
V �1.
✓/2.
Engineer name and firm.
✓✓Z3.
Legend
✓ 4.
✓ 5.
North Arrow
Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
✓6.
Scale- standard engineering scale, no off-the-wall stuff.
✓7. ,Date
/ 8.
Revision number and date, if applicable.
V 9.
Original contours, proposed contours, spot elevations, finished floor elevations, pipe
10.
inverts, swale inverts, etc.
Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
✓11
delineating the offsite drainage areas.
Property/Project boundary lines, bearing & distances.
Mean High Water Line or Normal High Water Line, if applicable.
—1
The permanent pool elevation must be above the SHWT and above the lowest
C�_ —._._ _
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
prevent dewatering the wetland.
�� W/1 V
rainage easement widths, pipe sizes and swale inverts are provided.
t/ 15
Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
in wetlands unless a permit to fill those wetlands has been obtained.
2 16.
Details for the roa s, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
�/It 17
partment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
�18.
The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
7 19.
plan sheet.
A pond section detail to include the fo ebay, a 10 foot wide vegetated shelf, pertinent
elevations for bottom, permanent pool, temporary pool, and QH*r, 3:1 slopes'
'lietween the main and then
a65ve . e�eunanenl_pAol, and the weir elevation pond
✓20.
rebay.
The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
'L 21.
An outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
✓22.
elevation.
Dimensions for each line and arc formed by the permanent pool contour.
t/23.
Where.-the-850/6­TSS-chatt was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
�24.
mechanism). Please note that the filter strip is not a ditch.
inlet located to short-circuiting.
A forebay is provided for each and so as prevent
Gtw� 27' 1< 25.
The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
niynci .
26. A Vegetation plan is specified for the pond, including slopes. Wetlands species are
sted for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
2 egetated cover for pond slopes.
27. All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.
— UvH c, vciuce d � W '"AMC, am--J E'-6°ho'1S
—• �l�vr�,'Uns �,a( stid,� �f�s an }��� d�a�cl � wb'.r el. ��� �y °°"�a=--a('.