SW7060531_HISTORICAL FILE_20200427

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�O�S.�i
HOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
HOC DATE
YYYYMMDD

Thorpe, Roger
From: Thorpe, Roger
Sent: Monday, April 27, 2020 10:33 AM
To: [e-mail]
Subject: Stormwater permit Renewal - Absolute Self Storage - Chowan County
Attachments: Permit- Renewal-Application -.docx
Mr. Gandee
Attached is a copy of the stormwater renewal permit application. Please call if you have questions.
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
[e-mail]
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Nothing Compaares-.-,-�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

ROY COOPER
Governor
MICHAEL S. REGAN
<< Secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
Environmental Quality
April 20, 2020
Absolute Self Storage, LLC
Attention: Mr. Thomas K. Gandee, Manager
P.O. Box 197
Edenton, NC 27932
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7060531
Absolute Self Storage
Chowan County
Dear Mr. Gandee:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060531 for a stormwater treatment system consisting of a wet
detention pond serving Absolute Self Storage located on Oakum Street in Edenton, NC
expires on October 30, 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:
de c. a u d' - i - - n - neral-la -
rules/stormwater-nrogram/host-construction. 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 form. You can request a copy by e-mailing me at roger. thorpe(abncde_nr_gov.
Sincerely,
�'
Ro er K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, North Carolina 27889
Hour.i cuao�.ra� '^
2S2.946.6481

Nw,
FUSS & O'NEILL
Disciplines to Deliver
RECEIVED
October 18, 2006
Mr. Scott Vinson, PE
NCDENR
Division of Water Quality
943 Washington SqL ure Mall
Washington, INC 27889
Re: Response to Comment - State Stormwater Permit Application
Absolute Self Storage — SW 7060531
Formerly Broad Street Storage
Project No. 20060996.A10
I
Dear Scott:,
OCT' 2 0 2006
We are in receipt of your comment letter dated October 18, 2006 and appreciate your
guidance on this package.
We inadvertently included the surface area increment between the temporary pool and
normal pool instead of the volume in the referenced calculation. We have revised the
calculation in accordance with your comment and revised the reported orifice size on Sheet
6 of 6 as requested.
In accordance with your direction, this package includes the following:
1. Revised Sheet 3 of 6 -Project Narrative & Calculations (3 sets.
2. Revised Sheet 6 of 6 - Project Plans (3 sets).
Please let us know if additional information would be helpful.
010 Lynndale Court
S111e L
Sincerely,
Greenville, NC. 27858
Fuss & O'Neill, Inc.
t [phone]
f (252) 355-8 ] 8G
www,l;mdo.com
Todd Tripp, PE
North Carolina
Sr Project Manager
South Carolina
connectieut
c: Tom Gandee, Member Manager — Absolute Self Storage, UC
Massaehuseas
Attachments
New Sork
Rhode Island
NAP2006\9964'.denton Broad Street\Correspondence\V.nsnn - Comment Response.doe

inStreet
Edenton, NC
Broad Street Storage
Narrative and Calculations
Page 3 of 6
Prepared by Fuss O'Neill, Inc.
Storm Water Management Low Flow Outlet
The low flow outlet is designed to release the first inch of runoff within 2-5 days of the runnoff event.
An orifice will be used to perform this function and they will be provided in the flash hoard or the principal spillway.
Q= Cd X A X 2 I I ^.5 X Number of Orifices
Maximum
Average
N(No. of
Orifices
t
1
Cd
0.65
0.65
Diameter
1.75
1.75
inches
i
Area(Square Feet)
0.01670
0.01670
Water Depth
1.5
0.75
eeC
Adjusted Average
0.714
0.339
I -lead (Feet)
cfs
0.073598939
0.050695329
Volume To
17,442
17,442
Drain Cu-Ft
Time To Drain
2.74
3.98
as
25% Volume 8,395
50% Volume 16,790
\NL1/I111JJil+�
+A GAP,
• 17480
ri '•. • 4
p110-11101A WA
0,10
'•'QltdE•' QQ .`
Hydrology/Flood Peaks
For this small drainage area, Rational Method will be used for all flood hydrology. There is no significant offsite drainage to the site.
From Seelye, it apears that the time of concentration for the developed site will be approximately 10 minutes.
From the 1-Iatteras IDF in the Land Quality E & S Control Manual
I10 = 5.5 in/hr I100 = T7 in/hr
Depth of Flow on Aisle 2
Drainage Area = 0.453 Ac
Q10 = 0.9 X 5.5 in/hr X 0.453 = 2.2 cfs
The pavement along Aisles 1 and 2 will be shaped to form a shallow v-swale rather than a crown.
The performance of the aisle may be modelled based upon Manning's equation for open channel flow.
We will isolate the portions of \tannings equation relating to hydraulic requirments from those relating to channel flow
capability and use trial and error to obtain the channel normal depth.
JtECF,JVE1J
OCT 2 0.20
DVI Q.
PRQJ #

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.. ..
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j.,

d r� Absolute Self Storage _—tan 1
From: Scott Vinson <[e-mail]>
To: Todd Tripp <[e-mail]>
Date: 10/1812006 3:40:36 PM
Subject: Absolute Self Storage
Todd,
I've finished my review of this project and have only
one question. I've attached the add.info. request
letter below. Please call or write if you have any
questions.
Scott
October 18, 2006
Mr. Thomas K. Gandee, Member Manager
Absolute Self Storage, LLC
PO Box 197
Edenton, NC 27932
Subject: Stormwater Review SW7060531
Absolute Self Storage
Chowan County
Dear Mr. Gandee:
This office received a Coastal Stormwater permit application and plans
for the subject project on October 12, 2006. A preliminary review of the
project indicates that before a State Stormwater permit can be issued
the following additional information is needed.
RECEIVED
OCT 2 0 Zoos
DW@
I R03 0
0 The small diameter drawdown orifice calculation used only 4,452cf of
volume to drain whereas the 1" storm event or 13,939cf should have been
used. Please provide modified sealed calculations with two copies of
revised plan sheet 6 of 6 with the new orifice size noted on the outlet
structure detail.
The above requested information must be received in this office prior to
October 25, 2006 or your application will be returned as incomplete. The
return of this project will necessitate resubmittal of all required
items including the application fee. "If you need additional time to
submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address."
You should also be aware that the Stormwater Rules require that the
permit be issued prior to any development activity. Construction without
a permit is a violation of 15A NCAC 2H.1000 and North Carolina General
Statute 143-215.1 and may result in civil penalties of up to $10,000 per

50 p� ��
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
�LE �"uv�
EE
LAND QUALITY SECTION
wA,-,w!NGTON REGIONAL OFFICE
No person may initiate any land -disturbing activity on one or more acres as covered by-the-Act-before`thls
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 aannd�- f� OE®
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.) !Y!
Part A.
NOV--6 2006
1. Project Name: Absolute Self Storage u�nl'�_WA RO
2. Location of land -disturbing activity: Coun_t_y_ Chowan City or Township Edenton VFF1I 1111YVf'iRRVV''
Highway/Street Int. N. Broad St. & Oakum St. Latitude N360-04' 23" Longitude W760-36' 0
3. Approximate date land -disturbing activity will commence: November 20, 2006
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3.45 AC
6. Amount of fee enclosed: $ 200.00 . The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Thomas K. Gandee E-mail Address
Telephone [phone] Cell # 252-333-8014 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Absolute Self Storage 252-333-8014 252-482-4448
Name Telephone Fax Number
114 W. Water Street
Current Mailing Address
Current Street Address
Edenton NC 27932
City State Zip City State Zip
10. Deed Book No. 316 365 Page No. 618 820 Provide a copy -of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing acts
comprehensive list of all responsible parties on an attached sheet): FID
Name
Current Mailing Address
City State Zip
E-mail Address
NOV 12006
Current Street Address LAND QUALITY SECTION
WASHINGTON REGIONAL OFFICE
City State
Zip
Telephone Fax Number.

li-
2. (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
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City
Telephone Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. It the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip 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 by any change in the information provided herein.
Thomas K. Gandee Member/Mans er
Type or rint name Title or Authority
Ay_Z©
Signature Date
1
a Notary Public of the County of
State of North Carolina, hereby certify that ��� �.�;iY` C \. �1�ii� appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this r�-P day of {tJC��y�ki , 20
Not ry
Seal
My commission expires �j_� �.�s�, `'- �'� , Jr�IU

W�1�O
1NRT�/9oG Michael F. Easley, Governor
William G. Ross Jr., 5ecretan•
v1 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 18, 2006
Mr. Thomas K. Gandee, Member Manager
Absolute Self Storage, LLC
PO Boa 197
Edenton, NC 27932
Subject: Stormwater Review SW7060531
Absolute Self Storage
Chowan Counn,
Dear Mr. Gandee:
This office received a Coastal Stormwater permit application and plans for the subject project on October
12, 2006. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
i The small diameter drawdown orifice calculation used only 4,452cf of volume to drain whereas the 1"
storm event or 13,939cf should have been used. Please provide modified sealed calculations with two
copies of revised plan sheet 6 of 6 with the new orifice size noted on the outlet structure detail.
The above requested information must be received in this office prior to October 25, 2006 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to S 10,000 per day.
Please reference the Stormwater Project Number above on ail correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
�4cottVinson
Environmental Engineer
Washington Regional Office
cc: Todd Tripp, PE
ashington Regional Office
PM
rwc"27T
North Carolina Division of Watcr Quality Washington Regional Office Phone [phone] FAX {252} 946-9215 Customer Service
Internet h2o.enr.state.nc.us 943 Washington Sgi=e Mall, Washington, NC 27899 1-877-623-6748
An Equal OpportunitylAtfirmatNe Action Employer -- 50% Recycledl10% Post Consumer Paper

Re: Broad Street Storage, Edenton, NC
mailbox:IIICJIDocuments%20and%20Settings/OwnerlApplication%20DatalThunderbirdlPro...
Subject: Re: Broad Street Storage, -Edenton, NC
From: Scott Vinson <[e-mail]>
Date: Mon, 25 Sep 2006 16:34:57 -0400
To: Todd Tripp <[e-mail]>
CC: Tom Gandee <[e-mail]>, [e-mail], Lyn Hardison <[e-mail]>
Todd,
thank you for writing. The October 2, 2006 extension to submit
additional information is granted. Please call or write if you have
any further questions. Please also note that we need to meet
here in Washington with yourself and any new applicant that may
"take over" this application. If October 2 is a good day for you
and the new applicant to meet here in Washington please let
me know and we will set a time. Thanks,
Scott Vinson
Todd Tripp wrote:
Scott,
This e-mail is a follow up to our phone conversation today. We have selected an alternate design among the two
that we discussed, we have a layout that works and have confirmed our approach with the owner.
We wish to obtain an elevation or two on the drainage outfall to confirm our design elevation for the principal
outlet of the stormwater wet detention basin.
According to your letter, the revisions for this project are due on September 22, 2006. We respectfully request
an extension of the deadline to October 2, 2006. If we complete the redesign prior to that time, we will
forward it on. Thank you for your.help in this matter.
We will discuss the need for the One -Stop Permitting meeting with 'Tom Gandee as you requested.
Todd
Todd A. Tripp, P.E.
Senior Project Manager
Fuss & O'Neill Inc. Consulting Engineers
610 Lynndale Court - Suite E
Greenville, NC 27858
[phone] Ext. 14
[phone] Fax
1 of 1 9/26/2006 10:44 AM

FUSS & O'NEILL
Disciplines to Deliver
August 31, 2006
Mt. Tom Gandee
Perry & Company
114 West Water Street
Edenton, North Carolina 27923
Re: Broad Street Storage
Edenton, North Carolina
Dear Tom:
RECIE V ED
SEP 0 5 2006
DW O-WARO
This letter follows up with our conversations regarding the stonnwater management of the
subject site. As you know, coastal stormwater rules apply to this site since it is one of 20
coastal counties. The proposed development results in approximately 89 percent built upon
area-, therefore; stonnwater management structures are required under the high density
permitting option. As discussed with Scott Vinson, at least three options are potential
solutions -for meeting the requirements:
1) Wet Detention Pond Design for 85 Percent TSS Capture - Given the area, an 11,000
to 12,000 square foot pond would be required. With a design for 85 percent TSS
capture, an outlet filter strip is required. This presents certain maintenance
problems that we can discuss.
2) Wet Detention Pond Design for 90 Percent TSS Capture - The pond would be larger
but would not require the filter strip.
3) Sand Filter — This option would cost more but take less site area to accomplish. The
sand filters could also be phased with site construction to limit the initial cost.
Any of the above three options appear doable. No "show stoppers" were apparent after our
review and discussions with Scott Vinson. The above described measures are not affected
by the seasonal high water table.
clu 1.V„,d.IlC crr111
sultc E
Gr«„vine, NIc 2795x
If you have any questions, please let me know.
r [phone]
f [phone]
Thank you,
NMW. FandOxoir
o .
No rGGool;ua
Todd ,Tripp, -PE
C;inrruv'ritut
J. .
nlu;urlrrtrlt;
c: Wayland Spruill, Inner.Banks Development, LLC .
wra, lark
Scott Vinson, NC Division of Water Quality
Rhodr Maud
N:1p2006%Proposals\Bioad Street Storag68-31-00 Ur. to Tom Gandee.doc

F W A'Ifwo,
Michael F. Easley, Governor
0William
G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q
Alan W, Klimek, P.E. Director
Division of Water Quality
August 8, 2006
Mr. Wayland O. Spruill, Partner
Inner Banks Development, LLC
206 Crescent Drive
Windsor, NC 27983
Mr. Zane Buckman, Partner
Inner Banks Development, LLC
310 US 13-17 South
Windsor, NC 27983
Subject: Stormwater Review SW7060531
Broad Street Storage
Chowan County
Dear Mr. Spruill & Buckman:
This office received a Coastal Stormwater permit application and plans for the subject project on July 12,
2006. A preliminary review of the project indicated that before a State Stormwater permit could be issued,
additional information was needed in the area of providing an alternative stormwater treatment system. We are also
in receipt of your August 7, 2006 letter requesting that the Division put your Express Stormwater Permit
application on hold until September 22, 2006 so that you may redraw the stormwater plans.
. The above request to put the Broad Street Storage Stormwater Permit application on hold has been granted
and a revised stormwater packagei including the $1,000 additional information fee, must be received in this office
prior to September 25, 2006 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including the application fee.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Sam Jarvis, PE
t4ashington Regional Office
Nomr hCaro ina
Xturally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o,enr.state,nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity]Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

JUIJ-15-2005 23:35 From: Tu:252 946 3215
r
P.1/2
Inner Ranks Development~
-- `Tfo inoke Realty
310 US 13-17 South
Windsor, NC 27983
Celt: 2a--)2-799-1328
Broker in C'hargc: Wayland O. Spruill
NCBL# 226576
Fax: [phone]
XXx\XXXXXXX'1XX.XXXXxxxxYxxxxxxxxxxxxxxXxx\xxxxxxxx
r1
PERSONAL CONFIDENTIAL AS YOU RLOUESTFB
ASAP FORYOUR INFORMATION
XXXXXXXXXX,VX) XXXXX,XXXXXtixxxxXX,vxxxx?Cti1XXKY?ZX1?(XXXX
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Fix No; �. � .�— � q6 _ � K -Paae% ineludin g Cuvir Sheet p�
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JUH-15-2005 23:35 From: }l.252 5-46 '321_} r•2r�
To: It i. AI llvdgc {Sulrervisorj
Divi ion of NVattr Quality
943 Wa-diMpton Square Nlall
Washington, NC 27889
From: Waylarid 0. Spruill
Inner Rank-, Developmem. U.C.
?06 Crmeilt f)r.4t,
Wi3adsor, NC ?7983
Cdl� �57-799-1;'29
Dcar Mr. ( lodge.-
W c are writing you Icy 2aSk for our Storm water project to be put 011 hold. We have
1)rirprl4�tl at the advice ofcrur elloli,�Cr, Sarn 3art,is to tieek an infiltration symern m
Fderlron. NC:'. Tor a project known a�, Rrmd Strut Storagti. 5 W7060531. The project
has bctn denied and we need!you blessing to have this project l,dd until we can redr,lxv
lhr storm wtter plan. We Lvould like to apply t11c I'.jwr track hermit fee ti► wir next
,uhrilimi. W- would like In have the application put on hold for 45 days or Sopiefithcr
5incCrelt,
\Va),land 0. Spruill
ell 7
i , � 'And 'Lane G. BuckmeM

Rug 07 06 04i06p Jarvis Rssocrates
l
(2521974-7795 p•2
JARVIS CONSULTING, INC.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
223 RESPESS STREET - WASHINGTON, NORTI4 CAROLINA 27889
TI LEPHONE [phone] i FAX [phone]
j�jn,is� v)eat*hnk.net
August 7, 2006
MEMO: Scott Vinson
NICDENR, Division Water Quality
From: Ralph S. Jarvis, PE, PLS--
j,
Rey Broad Street Storage, SW 7060533 1
Scott:
Knowing the restraints of your permits guide lines, we request additional time to respond
to vour letter of July 12, 2006. At the very minimum ive would like to request time be
extended to September 14, 2006. This is necessary because we have a meeting with Dr.
Bill Hunt with the North Carolina State Agricultural Extension Agency. He has
expressed interest in our bio-remediation sod infiltrator system and some of my concepts
for first flush source detention. He has a seminar in Greenville on August 31, 2006 and
we will meet following his'scnzinar and the next day, which is Friday. My most
ambitious hope is that he can see the benefits of our systems and instigate some
recommendations for rule changes to allow sub -surface source detention and surface filter
treatment. Hopefully this will allow time for him to review and perhaps set up some
monitoring of the in place systems.

Aug 07 06 04:06P Jarvis Associates
(2521974-7795 p.l
JARVIS CONSULTING, INC.
CONSUUTANG EN iINFERS - PLANNERS - SURVEYORS
223 RL-SPESS STREFT- WASHINGTON, NORTH CAROLINA 27889
TELEPHONE [phone] ! FAX [phone]
Fax Memo
TO: NCDENR
Division of Water Quality
ATTENTION: Scott Vinson
FAX NUMBER: 252-946-9215
FROM: Sam Jarvis
NUMBER OF PAGES INCLUDING THIS ONE: ?
MESSAGE:
See mein attached regarding Broad Street Storage Project.
DATE: August 7, 2006
TIME:

Sent By: ; 252 794 300A ; Aug-7-06 5:41PM; Page 1/2
~ lil
Inner Banks Development
}k oanvkc. Realty
310 US 13-17 South
Windsor, NC 27983
�. Cell: 252-799-1328
Broker in Charge: Waylg
NCBL# 226576 }
Fax: [phone] #
XXXXXXXXXXXXXX {
PERSONAL C70N
ASAP
XX XX
To: f
a O. Spruill
XXXXXxxxxxxxxxxxxxx_xC
` DENTIAL URGEN"f' . ' AS YOU REQUESTED,E -
F
I FAIR YOUR INFORMATION
x►xxxxxxxxxxXXXYX.xxxx xxxxxXXxxxxx
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Sent Sy; ; 252 794 3008 ; Aug-7-06 5:42PNIi Page 212
To: Mr. At Hodge (Supe
Division of Water Qtt;
943 Washington Squa
Washington. NC 278E
From: Wayland 0. Spruill
Inner Banks t)evel
M6 Crescent Dri%
Windsor. NC 27981
Cull; 252-799-132q
I
Dear Mr. Hodge,
i
We are writing yot
proposed at the advice of �
F,dentan, NC. For a pro}e�
haw been denied and we ne�
the slorm water plats. We
submittal. We .would like �
22, 2006. j
i
Sincerely,
Wayland n. Spruill
li
And Zane G. Buckman
'I
isor)
ty
Mall
ent, i-i.C.
o task for our stone water project to be put on bold. We have
r engineer. Sttm Jarvis tt) ;seek an infiltration system In
known as Bread Street Storage.. SW7060531. The project
J your blessing to have this project held Lnrtil we can redraw
ould like to apply the last track permit fee to our next
i have the application put on bold for 45 day-, or ,';eptemher

Michael F. Easley, Governor
7
O 'C
JulyJ2, 2006
Mr. Zane Buckman, Partner
Inner Banks Development, LLC
310 US 13-17 South
Windsor, NC 27983
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E, Director
Division of Water Quality
Subject: Stormwater Review SW7060531
Broad Street Storage
Chowan County
Dear Mr. Buckman:
This office received a Coastal Stormwater permit application and plans for the subject project on July 12,
2006. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
➢ An onsite soils evaluation performed by Vincent Lewis, soil scientist with the Division of Soil & Water
Conservation, found that the site would be unsuitable for infiltration due to the seasonal high water table
(SHWT) being at or less than 6 inches below existing ground elevation. The Chowan Count Soils Map
gives Augusta soils a high water table depth as shallow as 1.0 foot below grade. The sand clay loam soils
for this particular site gives modeling that would suggest that the expected SHWT will be even closer to the
surface. In addition there was. found potentially unsuitable fill material that in some areas may have
excessive fines or clay particles that could greatly impact the infiltration rate the system. (see section III,
item h on the Trench Supplement Form)
➢ Based on the above site information I cannot recommend that a Stormwater permit be issued for this project
with proposed infiltration as the treatment system. I suggest that you discuss with your engineer an
alternative that adequately addresses the above concerns and meets all the requirements of the Rules.
➢ Please provide the 25% additional information fee associated with the Express Stormwater Review
Program of $1000.00 by check made payable to "NC DENR".
The above requested information must be received in this office prior to August 2, 2006 or your application
will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including
the application fee. If you need additional time to submit the required information, please mail or fax your
request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
f��
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Sam Jarvis, PE NV " Carolina
Washia$tnn HCgin,al n�r•t- - YFatura!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2e.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffirmative Action Employer — 50% Recycledll0% Post Consumer Paper

Browd Street Storage in Edenton
Subject: Broad Street Storage in Edenton
From: Vincent Lewis <Vincent.LewIs@ ncmail.net>
Date: Fri, 14 Jul 2006 08:59:02 -0400
To: Scott. Vinson a nci-nail.net
on July 12, 2006 a soils evaluation for storm water infiltration was done for Broad
Street Storage. The site is unsuitable due to seasonal high water table less than 6
inches. The soil textures were sandy clay loam.
I cat' 1 7/14/2006 10:58 AM

Re: lnfL Sys. Questions
Subject: Re: Infil. Sys. Questions
From: Linda Lewis <[e-mail]>
Date: Tue, 20 Jun 2006 15:26:15 -0400
To: Scott Vinson <[e-mail]>
Scott:
I believe we went over this at one of our monthly stomwater meetings and Ken wrote
it up. Look in the SOP documents that he's compliled and sent us over the last year
or so. I think we decided that if additional volume was provided (you pick how much
more, depending on proximity to SA waters, infiltration rate, SHWT and soil type),
we would not require a bypass, but the vegetated filter has to be provided. The
rules state that ALL OVERFLOWS from an infiltration system must go through a
vegetated filter, 50' for SA, 30' for non -SA.
Underdrains beneath an infiltration system are a big NO -NO. They can cause the
pollutants to be flushed through the system. Neither the.rules nor the BMP Manual
call for an underdrain for infiltration basins or trenches.
Linda
Scott Vinson wrote:
Linda,
(Sorry for all the questions, but the problem sites seem to be pouring in
lately)
If you have a proposed infiltration trench that provides double the storage vol.
without a bypass
mechanism, do you always still need to require the vegetated filter for any
overflow? I've had
a consultant argue that if double the volume is provided & there is no by-pass
then a 30' filter should
not be required for the overflow. Can providing double the storage vol. do away
with both
the bypass and veg. filter requirements?
This same consultant has also proposed a 4" perf. pipe to be placed 2 feet below
the bottom of the
infil. trench, at the SHWT, in order to keep potential problems with both draw
down and extreme elevated water
tables during extreme heavy rainfalls. Are there any reasons you can think of
not to allow this
underdrain pipe?
Thanks,
Scott
1 of 1 6/22/2006 9:03 AM

AA
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator:
• Winston Salem Region -Sonja Basinger 336-771-4633 or Sonia.basinger(a?ncmail.nef i[�, . ---
• fD
Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or Patrick.grogan(c�ncmail.netaL�� � U
• Fayetteville or Raleigh Region -David Lee 919-791-4203; [e-mail]
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(aDncmail.net JUL 12 2006
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaveng` ail.net
APPLICANT Name -Wayland Spruill & Zane Buckman NNO-181AR0
Company _ Inner Banks Development, LLC
Address _310 US 13117 South City/State—Windsor, NC Zip_27983_
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO SURFACE WATER CLASSIFICATION
PROJECT Name Broad Street Storage County_Chowan_
PROJECT LOCATION (ADDRESS_ Oakum Street 150± South Broad St., Edenton, NC
ENGINEER/CONSULTANT Sam Jarvis
Company Jarvis & Associates
Address _223 Respess St CitylState_Washington, NC_Zip_27889_
Phone [phone] Fax [phone] Email
State or National Environmental Policy Act (SEPA, NEPA) -- EA or EIS Required ❑Yes ® No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER ❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with
acres to be disturbed.(CK # (for DENR use))
WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No I Isolated wetland on Property ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No 1 Buffer Impacts: ❑ No ❑ YES: acre(s)
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No 1 Permit Received from US ACOE ❑ Yes ❑ No
401 Application required: ❑Yes ❑ No If YES, ❑ Regular ❑ Express
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For D1=NR use only
Fee Split for multiple permits: (Check #_2104 , ) Total Fee Amount $ _3580.00�
Project was submitted through the routine route wl a $420.00 fee on 5122106 (SW7060531)
SUBMITTAL
DATES
Fee
SUBMITTAL
DATES
Fee
LAMA
LQS
SW (® HD; ❑ LD)
7/12/06
$ 3580.00
401:

O�0F W AT f 9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carotin epartment of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 20, 2006
Mr. Sam Jarvis, PE
Jarvis Consultants, Inc.
223 N Respess St.
Washington, NC 27889
Subject: Stormwater Review SW7060531
Broad Street Storage
Chowan County
Dear Mr. Jarvis:
This office received a Coastal Stormwater permit application and plans for the subject project on
May 22, 2006. A preliminary review meeting was held in the DENR-Washington Regional Office on
June 19, 2006 to potentially transfer this application from the routine review process into the Express
Review Program. During the meeting several items were noted that needed to .be addressed in the
application package. Be advised the items listed below were quickly noted in the meeting and no way
constituted a complete review of the application package.
Please provide an in depth and complete soils report from the soil scientist Scott Carpenter
including dates, soil boring logs, profiles, maps, etc.. Any additional information from Scott
Alons and/or Dwayne Hinson that was discussed to help complete the soils report also needs to be
included.
➢ Please include the word "Washed" 45 stone on plans where ever 95 stone is mentioned. This also
needs to be included in the narrative. An in depth and complete narrative is required for all
applications, but especially for the Express program applications.
➢ Please include the required 4" clean layer of sand on bottom of trench. This also needs to be
included on the detail as well as mentioned in the narrative.
7 Please revise the calculations to include the minimum volume required and the volume provided
for both the small front trench system and the back large system. Please include all calculation
steps to help clarify conclusions and label to match the two drain areas.
➢ Please have each of these two drainage areas delineated and match section III, no. 6 on
application form SWU-101
i Please include the required 30 foot long vegetated filter at the overflow as mentioned under
section III, letter t. on form SWU-107. Please note that a vegetated filter is not a mere vegetated
swale. The design requirements for this filter can be found under the State Stormwater 15A
NCAC 2H .1008 (c)-4 & (f). Please include non -erosive flow calculations for the 10yr storm in
determining the width of the filter and a cross sectional detail giving elevations, slopes and
dimensions.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enrstate,mus 943 Washing on Square Mall, Washington, NC 27889 1.877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Past Consumer Paper
P46nflth Caro
Mums

➢ Please provide elevations on all details in addition to notes on plan sheets.
➢ Please add a note on the plan sheets that the 4" perforated sock pipe does not necessarily connect
the catch basins, although if there was a perforated pipe connecting the catch basins and running
the lengths of the trench, this would help tremendously on providing the required distribution of
runoff over the entire treatment system. A pipe connecting the catch basins could also provide
additional storage above any stone void ratios.
➢ Noting the above mentioned statement, I have still not been able to determine yet through
discussions with stormwater staff if the 4" under drain pipe should be removed or allowed. There
is some concern on meeting one intent of infiltration systems in recharging the ground water as
well as removing as much suspended sediment as possible. There is contention that suspended
solids from runoff could exit the soil column and enter surface waters through this perforated
pipe. I will try and bring this question up for discussion at next Wednesday's monthly staff
meeting. (If allowed to remain, this pipe needs to be shown on the cross sectional detail of the
infiltration trench.)
As a reminder, the application package must be complete and of such a high quality in order to
expedite the review process in the Express Program. You have agreed to provide a complete application
package on July 11, 2006 to enter into the Express Review Process. Until this date your application
remains within the routine review process.
If this package is not received on July 11, 2006, into the Express Program, the above requested
information must be received in this office prior to July 20, 2006 or your application will be returned as
incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax
your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day. .
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Wayland Spruill & Zane Buckman / Inner Banks Development, LLC
Washington Regional Office

A EGEi"V C'
JARVIS CONSULTANTS, INC.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
223 RESPESS STREET
WASHINGTON, NC 27889
PHONE [phone]
FACSIMILE [phone]
MAY 212 2006
DWQ-WARD
To:
Date: May 22, 2006 . Job No. 05210
NCDENR
Attention: Della Robbins
WE ARE SENDING YOU x Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints x Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
❑ Specifications
COPIES
DATE
No
DESCRIPTION
2
05/18/2006
Site and Utility Plan for Broad Street Storage w/ Detail Sheet — Edenton NC
2
05/18/2006
Checkfor $420.00
2
05/18/2006
Complete Ap2lication Packages
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ PLEASE DESTROY. ALL PREVIOUS ISSUES