20000783 Ver 2_Stormwater Info_20100428

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DWQ Project #00-0783, Ver. 2
NC Department of Environment and Natural Resources
Division of Water Quality
401 Oversight/Express Review Permitting Unit
Attn: Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's Request for More Information
Traditions Subdivision-Phase 1
Wake County, NC
To Mr. McMillan:
On April 14, 2010, Michael Allen of Mulkey Engineers & Consultants, Rob Weintraub of Reservoir
Development Group, Annette Lucas of your office and I met to discuss the Request for More Information
letter dated March 29, 2010 sent by your office. The purpose of this letter is to respond to the requests,
please see the original questions that are then followed by our responses below.
Additional Information Requested:
1. The DWQ does not accept the submitted SMP received on February 26, 2010 as meeting the
requirements of the 401 Stormwater Program for the following reasons:
a. Proof of the Town of Wake Forest's approval has not been provided.
Please see the attached Town of Wake Forest Stormwater Management Plan
Approval letter dated February 24, 2010. This letter was included within our
previous response package and was reviewed and acknowledged by Annette
during our meeting on April 14th and deemed adequate.
b. The overall Stormwater Plan shown on sheets C-300, C-301 and C-302 does not depict
any stormwater BMPs other than one level spreader shown on sheet C-302. The
locations of the proposed wet detention pond and the bioretention areas are not apparent
on these sheets.
Please see sheets C-300, C-301 and C-302, these sheets have been revised to
identify and include the planned stormwater BMPs.
c. The plans submitted are not stamped by an appropriate design professional.
Please see revised plan sheets, all plan sheets have now been stamped and signed
by the project engineer, Michael D. Allen.
d. It appears that some of the stormwater from this site is being discharged directly to one or
more level spreaders without first passing through a BMP that provides 85% TSS
removal. Under the Town's Phase 11 stormwater program, this project should clear/ be
Charlotte Office: Greensboro Office:
Phone: [phone] Phone: [phone]
Fax: [phone] Page 1 of 2 Fax: [phone]
designed as high density and therefore appropriate stormwater treatment should be
provided.
In our meeting we discussed two specific areas, A) lots 34, 35, 47 & 48 and the cul-
de-sac at the end of Autumn Meadow Lane and B) the Wildflower Ridge Road
stream crossing (north and south side). Michael Allen, the project engineer
proposed to re-grade lots 34, 35, 47 & 48 and the cul-de-sac at the end of Autumn
Meadow Lane in order to direct this stormwater to the adjacent BMP (Wet Pond
"L"). Annette Lucas approved this modification. In area B, the stormwater on the
south side of Wildflower Ridge Road would need to buck grade to get into the Wet
Pond "L" therefore Annette agreed that this stormwater could be treated by a level
spreader. This level spreader is located on the southwest side of Wildflower Ridge
Road crossing and will treat drainage area "M". The stormwater on the north side
of Wildflower Ridge Road will be treated within Wet Pond "P". Please see revised
plan sheets C-302, C-304, C-501, C-510, C-513, BMP-3, BMP-4, WP-3, WP-4, Level
Spreader Supplemental Form for Drainage Area "M" along with calculations and
photos and revised Drainage Area Map.
e. The wet detention pond appears to be undersized.
In our meeting we discussed the wet detention pond (Wet Pond "P") on the
northeast side of the Wildflower Ridge Road stream crossing. Michael Allen, the
project engineer, explained that this stormwater pond will be larger. Additionally,
retaining walls will be used however it is too early in the design process to provide
these construction details. He also explained that Town of Wake Forest would be
reviewing this BMP after the project received approval from the DWQ for final
stormwater approval. Annette Lucas recognized that the stormwater pond would
be designed larger and DWQ could rely on the final approval from the Town of
Wake Forest, a delegated certified stromwater review program, to ensure the
proper sizing of this BMP.
We anticipate that this answers all of the DWQ's questions in order to complete the final review process
requested for the written concurrence of Water Quality Certification 3705 and Riparian Buffer
Authorization. If you have any further questions or any additional explanation is needed, please don't
hesitate to call.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
Debbie Edwards
Environmental Specialist
CC:
Rob Weintraub-Reservoir Development Group, P. O. Box 1615, Raleigh, NC 27588
Attachments:
1) Town of Wake Forest Stormwater Management Plan Approval letter-dated 02/24/10
2) Traditions Southwest, Phases I -Sheets C-100 - C-525, BMP-1 - BMP-6 and WP-1 - WP-4
3) Level Spreader Supplemental Form-Drainage Area "M"
4) Level Spreader "M" calculations
5) Revised Signed & Notarized Level Spreader Operations & Maintenance Agreement
6) Photos for Level Spreader "M"
7) Revised Drainage Area Map
8) Construction drawing CD
Page 2 of 2
Town -
Wake
February 24, 2010
Mr. Andrew L. Ammons
Ammons Development Group
10405-G Ligon Mill Rd
Wake Forest, NC 27587
Scott A. Miles, PE
Assistant Town Engineer
401 Elm Ave
Wake Forest, NC 27587
[phone]
smiles c,wakeforestnc. Jov
RE: Traditions Southwest Subdivision
Dear Mr. Ammons,
Forest
Ttiorth C.I rmlf 11:1
The Town of Wake Forest has reviewed the storm water management plan for the
Traditions Southwest Subdivision and the proposed activity has been approved.
Feel free to contact me if you have any questions.
Sincerely,
10
files, PE
Assistant Town Engineer
Town of Wake Forest

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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)l
L` PRO,jECT INFORMATION
Project name TRADITIONS SUBDIVISION PHASE I
Contact name MICHAEL ALLEN
Phone number 919-858-1888
Date April 14, 2010
Drainage area number DRAINAGE AREA M
IL` DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
28,146.00 ft2
21,107.00 ft2
74.99 %
0.80
0.52 cfs
5.00 min
7.22 in/hr
3.73 cfs
(Y or N)
(Y or N)
(Y or N)
(Y or N)
Please complete filter strip characterization below.
Width of grass 35.00 ft
Width of dense ground cover 20.00 ft
Width of wooded vegetation 30.00 ft
Total width 85.00 ft
Elevation at downslope base of level lip 309.00 fmsl
Elevation at top of bank of the receiving water 304.00 fmsl
Slope (from level lip to to top of bank) 5.88 %
Are any draws present? N (Y or N)
Level Spreader Design
Forebay surface area 45.00 sq ft
Feet of level lip needed per cfs 31 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? N (Y or N)
Length based on the 10-yr storm? Y (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 3.73 cfs
Is a bypass device provided? N (Y or N)
OK
OK
OK
A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
118.00 ft Level spreader length OK.
N (Y or N)

N (Y or N) Do not complete this section of the worksheet.
Y (Y or N) Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
0.00 ft Do not complete this section of the worksheet.
0.00 ft Do not complete this section of the worksheet.
0.00 ft Do not complete this section of the worksheet.
0.00 ft Do not complete this section of the worksheet.
0.00 Cfs Do not complete this section of the worksheet.
0 Do not complete this section of the worksheet.

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Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I, and II. Design Summary, page 2 of 2
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Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow sputter device is Unclog the conveyance and dispose
(if applicable) clogged. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3
BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3
Permit Number:
(to be provided by DYVQ)
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 parry.
Project name:Tradtions Southwest, Phase I
BMP drainage area number:I, L, M, N, P
Print name:Rob Weintraub
Title:Project Manager
Address:Post Office Box 1615 Wake Forest. NC 27588
Phone:[phone] jA
Signature:
Date: Y/' OiU
I, ff,#,z j.( F. S Tcr.l f: , a Notary Public for the State of
J?Io n1.4 County of ?a k , do hereby certify that
R 6 (? e 1r., 4 r cz, personally appeared before me this 2 7""
day of f?10Y?( o/o, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
Notary Public
Wake County
COmrrNi ft orth n Exoirrae Carona
5??
SEAL
My commission expires Ip ; ],;, n
-?
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3
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