SW8970538_HISTORICAL FILE_20090218

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW OQ 76 57d�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

IF 111;71
l"cbruary 18. 2009
Aisha Lau
North Carolina Division of Water Quality
127 Cardinal Drive Ixl.
Wilmington. NC 28405
RI: Stormwater Project No. SW8970538
Dear 1V1s. Lau:
I'm writing, to update you on the statLIS of the MSAA of'Jacksonville's runotYpond. This
information is in response to the letter we received from you dated 1-28-2009.
The drainage pond was inspected by an engineer from John L. fierce and Associates in
May 2008. Please see that attached certification. The engineer was supposed to have sent
the permit application to the owner to be filled OLIt and SUbi-nitled, but the owner did not
receive it. We have asked John L. Pierce and Associates to resend the permit application
packet to Gary Wallace, CF0, who ~`works for the owner, the Multiple Sclerosis
Association of America. Once Mr. Wallace signs the permit package, Landura
Management Associates will write a check from N4SAA Suites' account For the permit
1-ee and send the package to the Division of Water Quality for processing.
We have requested the plans for the drainage pond so that we can begin the repairs or
placement of the vegetative filter and level spreader. These will be sent to Bill Ogburn at
Landura Management Associates so that we may begin planning the project and
obtaining bids from contractors.
if you have any further questions. Ocase contact Bill 0-burn at 336-760-8100 ext. 132.
sincerely.
lion �l Weddle
5
Regional Property Manager
Landura Management Associates
466-20090219-Stormwaterresponse.doc
FEBZug
BY;
PC. BOX 25088, WINSTONSALEM, NC 271 14-5088 TELEPHONE [phone] FAX [phone]
See our Website at ww,nr.lar)dura.com
FQUAL HOUSING OPPORTUNITY

Re: MSAA
Subject: Re: MSAA
From: Aisha Lau <[e-mail]>
Date: Mon, 09 Mar 2009 15:11:34 -0400
To: David Newsom <[e-mail]>
CC: Brian Jarman <[e-mail]>
Hello David,
I apologize for not having replied to your e-mail yet, despite having received my answer from Linda
soon after you asked it.
Modifying the permit to more accurately represent the current conditions is certainly an acceptable
solution. However, the outlet flow path will still require stabilizing as well since that is a permit
condition for all discharges.
If you have any additional questions don't hesitate to ask,
Aisha
David Newsom wrote:
Have you guys had a chance to discuss this. They (MSAA) are very eager to get this addressed, one way
or the other. As modifying the permit to 90% would be easier and MUCH LESS DISRUPTIVE, that
certainly would be the preferred solution.
-----Original Message -----
From: David Newsom(mailto:[e-mail]]
Sent: Tuesday, February 24, 2009 9:44 AM
To: [e-mail]
Cc: Brian Jarman
Subject: MSAA
We are in receipt of your notice of inspection dated January 28, 2009.
That notice states "the level spreader and vegetative filter must be installed per the details
approved in the plans"
have also been to the site (now on two occasions). First trip in summer, I was unable to access
the vegetated filter due to thick poison ivy and NUMEROUS cottonmouths (you need to be careful
when you do these inspections in the summer). During that visit, I also noted that the pond was
actually built quite a bit larger than the design requirements,
Second visit (last week) I was able to access the filter. It was constructed much like VERY much
like MOST built during that era .... minimal width and flow spreader long since deteriorated. As you
noted, the "filter' (swale) bottom is not very well vegetated.
The pond was originally designed by Fred Cone, PE who no longer practices in the private sector,
Yesterday, l was able to get a copy of the original calculations prepared by Mr. Cone. As reflected
in the permit, those calculations were based on 85% TSS removal....
>From Mr. Cone's calculations:
SAIDA = 5.6% (from 85% removal table)
of 2 3/27/2009 1:45 PM

Re: MSAA
SA = (26,055 sf) (.056)
= 1,459 SF required
Based upon my asbuiit measurements the pond actually contains approximately 2,635 sf (85' long
x 31' wide), substantially more than required by the permit. If fact, the pond contains enough
surface area that it meets the area requirements for 90%TSS removal (with no vegetated filter).....
SAIDA = 7.3 % (from 90% removal table)
SA = (26,055 sf) (.073)
= 1,902 SF required ---- 2,635 SF actually provided.
Therefore, it appears the pond, as constructed, would meet the 90% removal criteria, and perhaps
not require the vegetated filter.
My question is as follows...
In light of the fact that pond contains sufficient surface area, would it be possible to simply
re -permit this pond as a 90% removal facility, and avoid costly/disruptive repairs to the vegetated
filter?
Please consider and advise.
Aisha Horak Lau
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
"Don't worry. Be happy." - Bobby McFerrin
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2 of 2 3/27/2009 t :45 PM

L4NDURA
February 28, 2008
Pat Durrett
North Carolina Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
33
RIB: Stormwater Project No. SW89705
Dear Pat:
I'm writing to update you on the status of the MSAA of Jacksonville's runoff pond. This
information is in response to the Notice of Inspection: Non -Compliance Status that
was sent to us July 23, 2007.
To date, we have applied for a new engineer's certification permit, since the previous one
expired in July, 2007. The owner is trying to find out when it will be approved. It
should be available for review once we get the signed copy sent to us.
The garbage/debris at the inlet and outlet has been removed. The landscaper monitors and
removes the debris once a month along with his regular landscaping duties.
The mowing ofthe pond slopes has been done. The slopes are usually mowed twice a
year, once in the spring and once in the fall_ The last mowing was November, 2007.
The trees have been trimmed and mimosa trees removed from the slopes. The "large
woody vegetation" has been cut clown and removed; see the enclosed Landscaper
statement from July 31, 2007. The drainage bypass can now be observed. The
vegetative filter strip is also now visible. We have not reseeded the slopes to date, but the
site manager will instruct the landscaper to reseed them with grass seed this spring.
The site manager will begin keeping a folder for pond area maintenance to be available
for review/inspections. Currently, she is putting the folder together with all the relevant
landscaped work orders that have been done in the last 6 months.
466-20080228-Stot•mwaterresponse.doc
P.O. BOX 25088, WINSTON-SALEM, NC 271 14-5088 TELERIONE 336/760-810C FAX [phone]
See our Website at: www landura com
EQUAL HOUSING OPPORTUNITY

T}Irr�rt:T13JS =`•}: �.. ..:] i�)�?:j�l'+r;jr , - .. - i -- r , _..t1. , .,.i ..

Re: MSAA
Subject: Re: MSAA
From: Aisha Lau <[e-mail]>
Date: Mon, 09 Mar 2009 15:11:34 -0400
To: David Newsom <[e-mail]>
CC: Brian Jarman <[e-mail]>
Hello David,
I apologize for not having replied to your e-mail yet, despite having received my answer from Linda
soon after you asked it.
Modifying the permit to more accurately represent the current conditions is certainly an acceptable
solution. However, the outlet flow path will still require stabilizing as well since that is a permit
condition for all discharges.
f you have any additional questions don't hesitate to ask,
Aisha
David Newsom wrote:
Have you guys had a chance to discuss this. They (MSAA) are very eager to get this addressed, one way
or the other. As modifying the permit to 90% would be easier and MUCH LESS DISRUPTIVE, that
certainly would be the preferred solution.
-----Original Message -----
From: David Newsom [mailto:c stalcoasten bizec,rr.com]
Sent: Tuesday, February 24, 2009 9:44 AM
To: [e-mail]
Cc: Brian Jarman
Subject: MSAA
We are in receipt of your notice of inspection dated January 28, 2009.
That notice states "the level spreader and vegetative filter must be installed per the details
approved in the plans"
I have also been to the site (now on two occasions). First trip in summer, I was unable to access
the vegetated filter due to thick poison ivy and NUMEROUS cottonmouths (you need to be careful
when you do these inspections in the summer), During that visit, I also noted that the pond was
actually built quite a bit larger than the design requirements.
Second visit (last week) I was able to access the filter. It was constructed much like VERY much
like MOST built during that era .... minimal width and flow spreader long since deteriorated. As you
noted, the "filter" (swale) bottom is not very well vegetated.
The pond was originally designed by Fred Cone, PE who no longer practices in the private sector,
Yesterday, I was able to get a copy of the original calculations prepared by Mr. Cone. As reflected
in the permit, those calculations were based on 85% TSS removal....
>From Mr. Cone's calculations:
SA/DA = 5.6% (from 85% removal table)
I of 2 3/27/2009 1:45 I'M

Re: MSAA
SA = (26,055 sf) (.056)
= 1,459 SF required
Based upon my asbuilt measurements the pond actually contains approximately 2,635 sf (85' long
x 31' wide), substantially more than required by the permit. If fact, the pond contains enough
surface area that it meets the area requirements for 90%TS5 removal (with no vegetated filter).....
SAIDA = 7.3 % (from 90% removal table)
SA = (26,055 sf) (.073)
= 1,902 SF required ---- 2,635 SF actually provided.
Therefore, it appears the pond, as constructed, would meet the 90% removal criteria, and perhaps
not require the vegetated filter.
My question is as follows...
In light of the fact that pond contains sufficient surface area, would it be possible to simply
re -permit this pond as a 90% removal facility, and avoid costly/disruptive repairs to the vegetated
filter?
Please consider and advise.
Aisha Horak Lau
Environmental Engineer
State Stormwatex Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
"Don't worry. Be happy." - Bobby McFerrin
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2 of 2 3/27/2009 1:45 PM

hope this has satisfied the concerns relating to the inspection that was pert ,r�ilecl
6/15/2007, Please let me know when we our status is deemed Lis ''in compliance". If there
are any further questions, please contact me at 336-760-8100 ext. 155.
Sincerely,
Tonya Weddle
Regional Property Manager
Landura Management Associates
466-20080228-Stormwaterresponse.doc

0, 7
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L4NDURA
July 31, 2007
Pat Durrett
North Carolina Div. of Water Quality
127 Cardinal Drive Fxt.
Wilmington, NC 28405
Dear Pat:
Subject: MSAA Jacksonville
This letter is in response to the recent inspection and letter of non-compliance
to MSAA Jacksonville's runoff pond and the property's Storm Water Permit
Number SW8970583 that was issued on 7/25/1997. Landura Management Associates
recently began managing this property and because of the recent letter received from you,
we are beginning to investigate and take action on what needs to be done to bring the
Property into compliance.
At this time, management has contacted the Department of I-nvirollment and
Natural Resources and is waiting on information to be mailed to us relating to the
renewal of the permit.
We are researching to find the copy of the signed Engineer's certification that
should be in the file.
The landscapers and caretakers are working oil mowing around the Mond and
picking up the trash around it. We will have them evaluate the large woody vegetation
around the pond to see what needs to be cut. Once the mowing and heavy vegetation is
removed, the spillway/bypass should be able to be located and the filter should be more
accessible to evaluate operational status. We will have the landscapers reseed the slopes
and document all work done on the pond area. We will begin keeping a maintenance file
for the pond area.
At this time, I estimate it will take us about 90 days to get all of this work
completed, as long as the permits and certifications are approved in a timely manner.
I f you need any further information or have any other instructions for me, please
contact me at 336-760-8100 ext. 155 or at tweddle a landura.com.
Sincerely,
a Z1
Tonya Weddle
Regional Property Manager
Landura Management Associates
P.O. BOX 25088, WINSTON SALEM, NC 271 14-5088 TELEPHONE [phone] FAX 33N760-81 11
See our Website at: www.landura.com
EQUAL HOUSING 011110RTUNITY

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State of North Carolina
Department of lEnvironmeni and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
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State of North Carolina
Department of .Environment and Natural Resources
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Michael F. Fraley, Governor Fililllam G.Ross, Jr., Secretary
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Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
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Permit: SYV8970538
Inspection Date: 06/15/2007
Inspection Summary:
Owner- Facility: Unkown Wiro
Inspection Type: Stormwater
Op
Reason for Visk: Other
There is no engineer's certification in the files as required.
The permit expires in July 07, and a renewal request has not been received yet.
There was a small amount of trash at the inlet that should be removed.
The access entrance to and around the pond looked very good.
Some mowing on the pond slopes was needed. Large woody vegetation should be removed.
The spillway/bypass could not be located.
The vegetative filter could not be accessed due to extremely heavy weed growth.
Mlsc
Is the facility compliant?
Comment. There is no enggineer's certification in the files as required.
The permit expires in July 07 and a renewal request has not been received yet.
There was a small amount of trash at the inlet that should be removed.
The access entrance to and around the pond looked very good.
Some mowing on the pond slopes was needed. Large woody vegetation should be
removed.
The spillway/bypass could not be located.
The vegetative filter could not be accessed due to extremely heavy weed growth.
Yes No NA NE
❑ ®❑ ❑
Page: 2

ATTENTION ALL VENDORS/CONTRACTORS:
Effective January 1,
all original invoices must be mailed to the Home Office at:
l � OJ06k5(
MSAA Jacksonville
ATTN: Payables
P.O. Box 25088
Winston-Salem, North Carolina 27114-5088
Please do not drop any invoices in the site drop box or leave any original invoices on site for the Site
Manager to send in for payment to be made.
Please ensure that management has your Worker's Compensation certificate or if you change policies
or renew policies, we will need the updated certificate before payment can be made.
Any work that is completed on site will require that you sign the required paperwork from the Site
Manager.
If at any time you have any questions, please feel free to contact management at
[phone].
Thank you for your cooperation.
LANDURA MANAGEMENT ASSOCIATES

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
June 19, 1997
Mr. Fred Cone, P.E.
1116 Greenway Road
Jacksonville, NC 28546
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970538
M.S.A.A. Jacksonville
Onslow County
Dear Mr. Cone:
The Wilmington Regional Office received a Stormwater Management Permit Application for
M.S.A.A. Jacksonville on May 30, 1997, A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
(z1. Please seal sheet 1 of 4.
,,,-'2. Add the name (and direction to, if needed) of the nearest city or town to the location map.
Z3. There appears to be some off -site runoff entering the pond via the 5:1 perimeter swales along
the north phase line and the west roperty line. Please clarify. How is the runoff from Hargett
Street handled? 5W o 1-e 5
4. How will runoff from the section of entrance road nearest Hargett Street be directed into the
pond?
Z5. Provide clear access to the pond for inspection and maintenance purposes.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Cone
June 19, 1997
Stormwater Project No. SW8 970538
L/6. Provide the normal water level and the design storm water level elevations in the ditch. I am
concerned that the "vegetated filter" as you show it is really nothing more than a connecting
channel from outlet pipe to ditch. The bottom of the vegetated filter must be located above
the design storm water level in the ditch, and be wide enough to promote sheet flow over the
entire width in order for the filter to function properly.
✓ 7. Add the dimensions of the road and parking. Add a road detail including the road width,
crown type (reverse or normal), sidewalk width and location, ditch section, etc.
✓ 8. Add the dimensions for the patios, or provide a dimensioned unit footprint.
L,,-'_9. You have labelled the slopes above permanent pool as 1:3 on the spillway detail. It should
read 3:1.
✓10. Please note the 6:1 vegetated shelf location on the spillway detail. Include the begin and end
elevations.
V 11. Add a forebay section to the spillway detail. Include the bottom elevation, side slopes and
weir elevation.
✓12. Add a detail of the 5:1 perimeter collection swale.
3. Add a note that all roof drains must be collected and directed into either the parking area or
/ the perimeter collection swale.
14. You have used only the impervious area to calculate the required pond surface area. The
entire drainage area to the pond is used for this calculation. In this case, 65,200 square feet.
Please revise your calculations.
✓ 15. Provide calculations indicating that the forebay is sized to hold a volume equivalent to 20%
of the first inch.
16. Provide calculations of a non -erosive flow in the vegetated filter.
2

•1.
Mr. Cone
June 19, 1997
Stormwater Project No. SW8 970538
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 19, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01970538.JUN
cc: Linda Lewis
Central Files
3

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REVISED JUNE 24, 1997
STORMWATER DETENTION POND CALCULATIONS
p�.•° M.S.A.A.
Irllllll►1,` HARGETT STREET
JACKSONVILLE, NC
DESCRIPTION, PROPOSED CONSTRUCTION INCLUDES DEVELOPMENT OF A
SITE FOR RESIDENTIAL QUADRAPLEXES. CONSTRUCTION WELL INCLUDE
PAVING AND LANDSCAPING IN SUPPORT OF THE QUADRAPLEXES, THE
FACILITY WILL BE BUILT ON AN UNDEVELOPED SITE ON N.C. S.R. 1403
(HARGETT STREET). STORMWATER CONTROL WILL BE BY USE OF A NEW
WET DETENTION POND. THE NEW POND IS DESIGNED FOR 85% TSS
REMOVAL UTILIZING A 30 FOOT VEGETATIVE FILTER. A SUMMATION OF
THE CALCULATED STORMWATER RUNOFF IMPACT IS PROVIDED AS
FOLLOWS:
PAVED/IMPERVIOUS AREA (TO NEW POND)* 26,055 SF
GRASSES AREA (CONTRIBUTING TO POND) 30,895
GRASSED AREA (NOT CONTRIBUTING) 5,400
POND: SURFACE AREA 1,500
3:1 SIDE SLOPES 2,850
TOTAL 66,700 SF
PAVING/CONCRETE 12,475 SF
BUILDING/PATIO 9,705
SIDEWALK 3,875
TOTAL 26,055 SF
26,055
% IMPERVIOUS =----------- = 39.1% SAY 40%
66,700

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DRAINAGE AREA = 66,700 SF
PERMANENT POND DEPTH = 5.0'
% LMPERVIOUS = 40%
SA/DA - 2.1 %
SA - (66,700) (.021)
1,400.9 SF SAY 1,500 SF
DRAINAGE AREA = 26,055 SF
GRASSED AREA (CONT.) = 30,895 SF (C W 0.2)
POND SIDE SLOPES = 2,850 SF (C - 0.2)
RUNOFF COEFF. --
26,055 (1.0) + (33,745)(0.2)
.55
59,800
VOLUME - 59,800 X .55 X 1/12
= 2,740 CF

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SA = 1,500 SF
SIDE SLOPES = 3:1
LENGTH OF SHORE = 190 FT
VOLUME = 2,740 CF
V = 1/2 (3X) (X) (190) + 150OX = 2,740 CF
X = DEPTH OF STORAGE = 1.45FT
SURFACE AREA @ PERMANENT POND ELEVATION (194) = 1,500 SF
SURFACE AREA @ 1" DESIGN ELEVATION (20.85') = 3,456 SF �,��,�•
.r u Z a[��11
IMPERVIOUS AREA = 26,055 SF
VOLUME = 2,740 CF
2 DAYS = 172,000 SEC
5 DAYS = 432,000 SEC
2,740
Q2 —----------- — .016 CFS
172,000
2,740
Q5 =----------- = 0063 CFS
432,000

�. � _ �
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r
1 /2
.016
D2 - ----------- ------------ - 0.8065IN
1 /2
.0263 (1.75/2)
1 /2
.0063
D5 --------------------------- - 0.5061IN
112
.0263 (1.75/2)
USE 3/4" ORIFICE
FOREBAY CALCULATIONS (20% OF VOLUME) AND NON -EROSIVE FLOW
CALCULATIONS IN THE VEGETATIVE FILTER ARE PROVIDED ON THE PLANS.

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Frederick E. Cone, P.E.
1116 Greenway Road
Jacksonville, N.C. 28546
August 7, 1996
Ms. Linda Lewis
Environmental Engineer
D.E.M., Water Quality Section
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Subject: Stormwater Project NO. SW8 970538
M.S.A.A. Jacksonville
Onslow County
Dear Ms. Lewis:
In response to your June 19 letter, the following information is provided
(responses follow the order of your letter):
1. A sealed sheet 1 is provided.
2. City of Jacksonville has been added to the vicinity map.
3. North and west areas drain away from the site. Runoff from
.Hargett Street drains to existing roadside ditches that do not drain to
the pond.
4. A small section of the entrance road will drain to Hargett Street.
This is necessary to maintain a safe transition from Hargett Street to
the site in accordance with DOT requirements. The area is considered
minimal.
5. Plans have been modified to provide clear access.
6. Normal water level and stormwater level have been noted on the
plans. The vegetated filter elevation is above the expected stormwater
level.

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7. Dimensions and details have been added.
8. Patio dimensions have been added.
9. The detail has been corrected to show 3:1.
10. The spillway detail has been modified to show the 6:1 vegetative
shelf detail, including begin and end elevations.
11. A forebay section has been added, including elevations.
12. A detail of the 5:1 perimeter collection swale has been added.
13. Note 4 regarding roof drains has been added.
14. Revised calculations including the entire drainage area are
provided.
15. Forebay calculations are provided on the plans.
16. Calculations for the non -erosive flow in the vegetated filter are
provided on the plans.
We trust the above information answers your concerns. If there are further
questions, please contact me at the above address.
Sincerely,
Frederick E. Cone

- r'

JOIN L. PIERCE - SURVEYING
land Surveying • Land Planning - Mapping
Office: 910-346-9800 .
P. O. Box 1685
409 Johnson Blvd,
Jacksonville, N.C. 28541
.I.o Ms. Linda Lewis
N.C. Department of Environment,
Health and Natural Resources
127 ft�dinal Drive
Wilmington, NC 28405-3845
GENTLEMEN:
WE ARE SENDING YOU ❑ Attached
• Drawings ❑ Prints
❑ Copy of letter ❑ Change order
letter of transmittal_-- --
❑ Under separate cover via
Cl Plans ❑
ID
Samples
the following items:
❑ Specifica6ons
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of rpvi-�,ed 01ans
I
Letter from Engineer (Frederick E. QQn-e—L--.
1
Set of revised rmw t r Detention Pond Calculations"
TI.IESE ARI TRANsmri-rED as checked below:
❑ Forapproval
❑ I -or your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
• Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned alter loan to us
0
REMARKS ShoUld any additional ifformation

B. Calculations
C
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
i3.
STORMWATER SUBMITTAL REQUIREMMNTS
DETENTION POND (cont)
85 % or 90 % TSS Chart noted.
Pond depth.
SA/DA ratio calculation.
Required surface area at permanent pool.
Provided surface area at permanent pool (Based on pond dimensions)
Required volume.
Provided volume.
Orifice size based on provided volume.Engineerseal. — -*T-
Built-upon area to each pond.
Forebay designed to hold 20 % of the first inch.
Non -erosive flow in the vegetated filter, if using 85 % TSS.
0/f /a P0/7 Q/- zoos 5 Uses zoo
Supporting Documentation
1. Completed permit application
a. Is the person who signed the landowner or a leasee? Must be landowner.
b. Section III completely filled in- can tailor this section for submittal type.
X Neacl car-yt;4. Check signature per .1003 (e). Make sure title is provided.
WIA— d. If agent signs, signatory authorization from owner.
61A e. Attachment A provided for subdivided lots, future development, outparcels.
f. Mailing address & phone of applicant- no C/O.
r✓ g. Verify water body classification.
2. Signed Operation and Maintenance Plan to include all items on DWQ O & M form.
`� 3 . 60'+ rn afc�e t v� w( cz/cs Z

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
M y'
Office:910-346.9800.
P. O. Box 1685
409 Johnson Blvd. MAY 3
Jacksonville, N,C. 28541
•ro Ms. Linda Lewis
N.C. Department of Environment,
Health and Natural Resources
-t2-7--Card im
ilmintaon
GENTLEMEN:
letter of transmittal
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Drawings ❑ Prints ❑ Plans 0
❑ Copy of letter 0 Change order 0
the following items:
Samples ❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
3
Sets of plans
1
1
Check in the amount of three hundred eighty five dollars ($385.
"Permit Application"
1
"Curb and Gutter Maintenance Requirements"
1
"Pond Maintenance Requirements"
1
'°Stormwater Detention Pond Calculations"
-THESE ARE TRANSMITTED as checked below:
❑ For approval
• For your use
❑ As requested
• Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubrnit copies for approval
❑ Submit copies for distribution
• Return corrected prints
❑ For review and comment
❑ For bids due 19
Q Prints returned after loan to us
REMARKS Should you need any additional
information to qrant aDproval, please advise.
SICtNF
W]

c
ATTACHMENT A
LOW DENSITY AND ALL SUBDIVISION PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
A completed stornnwater permit application.
2. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines,
proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30'
minimum vegetated buffer between impervious areas and surface waters, proposed impervious areas,
and road cross -sections.
3. Calculations of the built -upon area, For subdivisions, please show the methodology for arriving at the
per lot built -upon area. For non -subdivision projects, please break down die calculation into buildings,
- roads, parking, and other (include all impervious areas).
4. Low density projects with curb outlet systems will require:
a. Drainage area delineation and swale locations shown on the plans.
b. Detail of the swale, showing minimum 5A side slope.
C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm.
d. Inlet and outlet elevations. Maximum longitudinal slope is 5%.
e. The type of vegetated cover specified on the plans.
f. A flow spreader mechanism located at the swale entrance.
g. A signed Operation and Maintenance Plan.
DEED RESTRICTION REQUIREMENTS
The following statements must be included for all low density projects, and for all subdivisions:
No more than N A square feet of any lot, including that portion of the right-of-way between the edge
of pavement and the front lot line, shall be covered by impervious structures, including asphalt, gravel,
concrete, brick, stone, slate or similar material, not including wood decking or the water surface of swimming
pools. 77tis covenant is intended to ensure continued compliance with the storm water permit issued by the State
of North Carolina. The covenant may not be changed or deleted without the consent of the State.
No one may fill in or pipe any roadside or lot -line swale, except as necessary to provide a minimum driveway
crossing.
For curb outlet system projects, no one may pipe, fill in, or alter any lot line swale used to meet North
Carolina Stonttwater Management Pertnit requirements.
NOTE If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot number, size,
and the allowable built -upon area for each lot.

City of Jacksonville
Public Works Engineering
TO:
0
JUN 0 2 1997
LETTER OF TRANSMITTAL
Division od Environmental Management
127 Cardinal_ Drive Extension
Wilmington, N28405
Phone # [phone]
Li nda :
WE ARE SENDING YOU
XX PRINTS
COPY OF LETTER
DESCRIPTION:
Date:May 29, 1997
Attn : Ms -_._Li nda Lewis
Ref:Erosion Sedimentation Control
Plans and Financial Responsibility
Statement for M.S,A.A, Jacksonville
Inc, PhasQ I. -- -- -
ATTACHED — UNDER SEPARATE COVER
_ PLANS — SPECIFICATIONS
OTHER Fi nanci-�l Responsi bi 1 i-ty-_statement
THESE ARE TRANSMITTED AS CHECKED BELOW:
T FOR APPROVAL — AS REQUESTED
( FOR REVIEW AND COMMENT XX FOR YOUR USE
FOR BIDS DUE
_ PRINTS RETURNED AFTER LOAN TO US
OTHER
REMARKS:
COPIES TO: File__
199
Tom Andersoh, Engineering Specialist
C,
Post Office Box 128 9 Jacksonville, North Carolina 28541 • [phone]/5331 9 TDD# [phone] e Fax [phone]

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM G44�
SEDIMENTATION POLLUTION CONTROL ACT
'No person may lniliale any,tand-disturbing activity on one or mare contiguous 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 auailly Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or
print.and, It question Is not applicable, place NIA in the blank.)
Part A. ,
1. Project Nafne_ fJ S, A. A Jacksonville Inc. Phase I) _
2. Location of land -disturbing activity: Counly Ons i ow City
or Township ,laeksnnvi i 10. and Highway I Street �105I2 1403 Ha•r 6 eti Street
3. Approximate date land -disturbing activity will be commenced: June,- 1997
d. Purpose of development (residential, commercial, industrial, etc.) CofflpleX for handical)/rQsidential
6. Total acreage disturbed or uncovered (including oft -site borrow and waste areas )
6. Amount of tee enclosed $ _-- 45.00
7, Has an erosion and sedimentation control plan been tiled ? Yes T XX No
8. Person to contact should sediment control issues arise during land -disturbing activity. "
Name__John G.Hodson, President- -- Telephone_ (009) 488-45d0____ .' +
,9.1andowner (s) of Record ( Use blank page to list additional owners,): , i
r :s.A:_A_. Jacksonvi) le- Inc.
",Name
,Nae (s) - - -- _ -
102 Berkshire Drive 1
Current Mailing Address Current Street Address
Jacksonville NC 28540
City State ZIP Cily State ZIP
MO. Recorded In Deed Book No. 1267 Page No. 598
;•,Part e.. ...: .
1. Person (s) or firms (s) who are financially responsible for this land -disturbing acllv)ty (Use the blank page to list
additional persons or firms):
•� kbnvi�ie Inc.•
Name of Person (s)or Firm (s)
_102_i3 ckshire Drive ^
Malling Address Street Address
-Jacksonville,- NC 28540_�_ --
City Side Zip -- City State Zip
Telephone [phone] Telephone

! 2. (a) ti 1110 17-111m7clally haoponalbla Pru.iy Is it Carr,olal(oll QrvS hail}a and atrodl address o1 111e ii0p191et�ti 7
' I.S.A.A. 3at:ksOnv11jee. Inc:f.,r: Name �� +� ;' .: ,"•,�,r''
. � ►:r -. 1.. °' 7." •[�:...'t'!'l.`,-fit`',:-.:. ,
`102 Berkshire Drive : � tl , ram: f, , .::., ; :,,'# •.�►��r'>'
Addreea .. [--- Sire at Ad4re6a'
tc 1•.1�', .. .. :,i'1•;r:'`!' .'.'t{..+1Tt��::I'�1;�-1��.�•�I,�Ci�1;;•' •r.,
1 :'�:•t,i Jac 5 nqi i Ie_ -ry1 PVC `" 26540r ` . ;;.•y �.ril�`r•=`Fa`,"'�,t,',',
clt Slate zip" ctly Slate .� Zip
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, � �• :.'•, ,.eft. ,�, - '' ,
ljby 11 the rlllatidallyPospoitsible Potty Ie s 17minatchip glva ilia Ilaltio and etrOO address ai.eacllpay.Lo�el `_:'•
Pult!lorI'Usabianitpage to 1lel atWl�lolialpat {narr.y� s,
Nnterr:�4; +1 *.;'a ; ' i t!!I,�;,i i;! It �-'e •l rl':r'�.� :S{!Ln +�a:''L„s ..
.� Mulling Addre89 31rt3ot Publ�ire88
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gala }1io11e .'.-,r, cry=' !� '.',•' : �`a.i : , 'r 4 . True IIOt�B . ' ' � d.{ !j .
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i I i a QUvUo Into rimillon Is irus alai correct to IIto bor-1 of my knowledge and ballel end won prcyjdad by. )no
under unlit, ( Title lorin.liwal be _sighed by llte flnancrally respanslbta parpori it an tlldivldva{•or Ii4illorfteycln-
Ir2cl of 1r itat all indtvldualby oil Qlr[cer,,dtr�Clar,'paNnar, or registered dpetil with aulilorlty-lo exet v101ltglsr>}�
trtartte tar Ilia 1110iaolelly r tponelble porsolt I agree to provide correct6d 1111onnallolt shou(d ltiore
atlalrea In 1110 tniotulation plovldtad herelit',
dohs G, Hodson President, M.S.A.A. dacksonville;'F.Inc.
Typo or hlfill Ilmne 7109 or flutlwrllY
114'.
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a Nolary Publlo o11110 Counly at
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slate c{ t3drllr carollri�l; {tereby'cerllty tirai'��.�SZL��I 1 c)c/1if1 YI
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appeared pal aoriallybotofo like lilts day slid being curly sworil achtwwtedged tDat {Ito shove corm wag axe
ailed by 111111,
Wltrteas itry lisln�{ anti natnrlal soot,116 C�- day oI (:4
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