SW7051123_HISTORICAL FILE_20190626

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW7OS//oi3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
��� �DaZ�2
YYYYMMDD

North Carolina Secretary of State Search Results
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an Amended a Annual Report form
Business Corporation
Legal Name
Northeastern Property Management, Inc.
Information
Sosld: 1552027
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 10/26/2016
Fiscal Month: December
Registered Agent: Nichols and Satterfield, PLLC
Addresses
Mailing Principal Office
117 Terrilynn Way 117 Terrilynn Way
Elizabeth City, NC 27909 Elizabeth City, NC 27909
Reg Mailing
3708 Lyckan Parkway, Suite 106
Durham, NC 27707
Officers
Stock
Class: Common
Shares: 100
Reg Office
3708 Lyckan Parkway, Suite 106
Durham, NC 27707
No Par Value: Yes
https://www.sosne.gov/onlinc_services/search/Business_Registration_ResuIts 6/26/2019

North Carolina Secretary of State Search Results
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Professional Limited Liability Company
Legal Name
Nichols and Satterfield, PLLC
Information
Sosld: 0675442
Status: Current -Active
AnnuaL Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 5/15/2003
Registered Agent: Satterfield, Daron D.
Addresses
Reg Office
3326 Redgate Drive
Durham, NC 27703
Professions
Legal services
https://www.sosnc.gov/online_services/search/13usiness_Registration_Results 6/26/2019

Human & Robev. P
Consulting Engineers and Land Surveyors [phone] Office
150 A US Highway 158 East, Camden, NC 27921 [phone] Office
[phone] Fax
MAY 2 3 2006
Transmittal pWQ_WARO
Date
Mily 22, 2006
Number of pages including; cover sheet
To
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone
Fax
From
Sean C. Robey
Phone
[phone]
Fax
[phone]
Subject
Storiliwaler Permit No. SW7051 123
Project #
040986
REMARKS:
Please call
For your review-
For your Approval
As you requested
161. further
and Co111111elit
discussion
As we
X
For your Files
For your use
Other
discussed
Ple.ksc cull the nhove number d this lax was received trt error or zl you do nog receive all of this Lrantil11155W1t.
1INIC1Sage:

WA
Michael F. Easley, Governor
1.rsa
Mr. Johnny F. Layden
305 Dances Bay Trail
Elizabeth City, NC 27909
Dear Mr. Layden:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 20, 2006
Alan W. Klimck, P.E. Director
Division of Water Quality
rnE67FL�,�'[FD
SUBJECT: Acknowledgment of Receipt of Payment
Case No. CV-2006-0003
Layden Warehouse
Pasquotank County
MAR 21 zoos
This letter is to acknowledge receipt of check # 23746 from Hyman and Robey, PC in the amount of
$678.78 received on February 21, 2006. The balance of the penalty is $0.00.
This payment satisfies in full the civil assessment in the amount of $678.78 levied against Johnny F.
Layden. This enforcement case has been closed.
Payment of this penalty in no way precludes further action by this Division for continuing or
future violations. You are encouraged to contact Amy Franklin or Al Hodge with the DWQ
Washington Regional Office at [phone] for any questions regarding the compliance of the
site.
If you have any questions please call Priscilla Benson at [phone] ext. 360.
Sincerely,
Priscilla L. Benson
NPS Assistance & Compliance Oversight Unit
ce: Al Hodge — DWQ Washington Regional Office Supervisor
NPS Assistance & Compliance Oversight Unit File Copy
DWQ Central Files
Noor�`1tCarolina
Jvatura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwatercivality.org I Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpporlunitylAifinnative Action Employer— 50% Recycled/W/o Pest Consumer Paper

Jan19 06 12:35p 252-331-1679 p.1
H rVmman & Rnhey, PC
Consulting Engineers and Land Surveyors [phone] Office
P. O. Box 339, Camden, IBC 27921 [phone] Office
[phone] Fax
Date I0l 19!2006
To Roger Thorpe
1\CDENR
l+'rom Kimberly D. Hamby
Project Managcr
[e-mail]
Subject/ Lavde:t warehouse
Project # 040986
Transmittal
Number of pagres including cover sheet 3
Fax
'
Pholte
Fax
Sent Via
Enclosures I Revised project description including soils report
252-946-9215
[phone]
[phone]
fa..
Please call
For your review
For your Approval
As you requested
-
for further
and coinment
discussion
X
As we
For volir Files
For your use
Other
discussed
Message;

Jan 19 Ob 12:35p
252-331-1679 p.2
PROJECT llESCRIPrr[ON
Lauder 'Warehouse
Pasquotank County - North Carolina
November 15, 2005 rev. January 17, 2006
Layden Warehouse is a proposed warehousing facility to be located at the comer
of Pitts Chapel Road (SR 1169) and Sand Pit Road. The site is a vacant 2.04 acre site
that is zoned I-1 (industrial). The site is served by public water.
Development will involve the construction of two buildings, paved parking lot,
septic system and drainage improvements. The proposed 5,600 sf buildings, 22.450 sf of
parking and 1,838 sf of concrete sidewalk and dumpster pad will total 34,285 sf of
impervious area or 38% of the total site.
On -site soil borings found that the first 10-12" was topsoil with heavy organic
material, from 12" to 28-30" was a sandy loam with some clay, below 30" was sand. The
seasonal high water table was encountered at a depth of' 40-42". These findings support
the soils classification of Arapaho,; as shown on the Pasquotank County Soils Map as
prepared by the U. S. Department of Agriculture, Soil Conservation Service except for
the First 10-12". This is most likely due to the site having been wooded until recently.
The minimum permeability rate of- 2-6 inches per hour and the water table at elevation
3.50 make the infiltration basin the most appropriate method of stormwater treatment for
this site. Runoff from the impervious areas will be routed to three infiltration basins.
Drainage Area 1 contains the northeast portion of the site. The 6,447 sf of
sidewalk and parking will sheet flow into an infiltration basin that will store the first 3.72
inches of runoff. An overflow pipe has been provided.
Drainage Area 2 contains the northwest portion of the site. The 6,474 sf of
sidewalk and parking will sheet flow into an infiltration basin that will store the first 3.93
inches of runoff. An overflow pipe has been provided.
Drainage Area 3 contains both buildings and the parking between them. Half of
each building roof will flow onto the central vehicular area which is designed to drain to
the center and off of the rear of the paved area. The outer halves of the buildings will
drain to swales adjacent to the buildings. These swales will collect the runoff from the
parking and drain into an infiltration basin that will store the first 1.37 inches of runoff.
A pipe installed in the swale at the southwest corner of the site will act as a bypass. Once
the basin is filled to elevation 6.50, the stormwater will drain to the roadside ditch via the
12" pipe instead of entering the basin.
Drainage Area 4 contains the areas around the perimeter of the site that will
continue to sheet flow to, existing drainage swales. No impervious surfaces will be
created in this drainage area.

Jan"19 96 12:35p
252-331-1679 p.3
The disturbed area for this development will not exceed 2.13 acres. Limits of
disturbance have been shown on the plans.

A
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a 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, NC Department of Environment, a� (Please
type or print and, if question is not applicable, place N/A in the blank).
14 i•
NOV 2 2 2005
Part A.
Project Name_ Lay_den Warehouse D 1FAW,AoriC)
2. Location of land -disturbing activity:. County P a s q u o t a n k
City or Township Nixonton Township and Highway/Street Pitts Chapel Road
3. Approximate date land -disturbing activity will be commenced: 12-15-05
4. Purpose of development (residential, commercial, industrial, etc.): comme 2 rr �q
'L. � l� u
5. Total acreage disturbed or uncovered (including off -site borrow and waste ai
n2.13 AC NOV
6. Amount of fee enclosed S 150.00 1 9 2005
7. Has an erosion and sedimentation control plan been filed? Yes X No
�� QUALITY SECTION
Enclosed X WASHINGTON REGIONAL OFFICE
8. Person to contact should sediment control issues arise during land -disturbing activity.
Name Johnny F. Layden Telephone [phone]
9. Landowner(s) of Record (Use blank page to list additional owners):
Johnny F. La den
Name(s)
305 Dances Bay Trail
Current Mailing Address
Elizabeth City; NC 27909
City State Zip
10. Recorded in Deed Book No. 767
Current Street Address
City
Page No. 431
State Zip
Part B.
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank
page to list additional persons or firms):
Johnny, F. Lay_d_en___
Name of Person(s) or Firm(s)
305 Dances Bay Trail
Current Mailing Address
Elizabeth City, NC 27909
City State Zip
252-331--6313
Telephone
Current Street Address
City State Zip
Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street
address of a North Carolina Agent.
Mime
Mailing Address
City State Zip
Street Address
City State Zip
Telephone Telephone
(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. If the Financially
Responsible Party is a Corporation give name and street address of the Registered Agent.
N/A
Name of Registered Agent
Mailing Address Street Address
City State Zip
City
Telephone Telephone
State Zip
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 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.
Johnny F. Layden Owner
T e or print name Title or Authority
Si tore Date
os
a Notary Public of the County of -Pa5C��irjl-c`
State of North Carolina, hereby certify that
appeared personally before me this day and being duly swoacknowledgid that the above form
was executed by him.
Witness my hand and notarial seal, this i (c day of ) a �S
1
Seal VAREANNE J. COOPER Notary
NOTARY PUBUC
PASQUOfANK COUNA NC My commission expires 6,

Human & Rohe. PC _
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
November 16, 2005
Mr. Bill Moore RECEIvE®
Dept. of Environment and Natural Resources
Water Quality Section NOV 18 2005
943 Washington Square Mall
Washington, NC 27889 D Q- AR®
Subject: Stormwater Management Permit
Layden Warehouse
Project # 040986
Dear Mr. Moore:
Enclosed for your review and approval, please find the following items:
l . Two (2) copies of the above referenced plans.
2. The original and one (1) copy of the Stormwater Exemption Application
and Infiltration Basin Supplements.
Two (2) copies of the project description and calculations.
4. Check in the amount of $420.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
cc: file
Sincerely,
Sean C. Robey, P.E.
Kimberly D. amby
Project Manager
P. O. Box 339, Camden, NC 27921

NOV 18 2005
Layden Warehouse
Pasquotank County - North Carolina DW4-WARO
November 15, 2005
Layden Warehouse is a proposed warehousing facility to be located at the corner
of Pitts Chapel Road (SR 1 169) and Sand Pit Road. The site is a vacant 2.04 acre site
that is zoned 1-1 (industrial). The site is served by public water.
Development will involve the construction of two buildings, paved parking lot,
septic system and drainage improvements. The proposed 5,000 sf buildings, 22,450 sf of
parking and 1,838 sf of concrete sidewalk and dumpster pad will total 34,288 sf of
impervious area or 38% of the total site.
On -site soil borings support the soils classification of Arapahoe as shown on the
Pasquotank County Soils Map as prepared by the U. S. Department of Agriculture, Soil
Conservation Service. The minimum permeability rate of 2-6 inches per hour and the
seasonal high water table at elevation 3.50 make the infiltration basin the most
appropriate method of stormwater treatment for this site. Runoff from the impervious
areas will be routed to three infiltration basins.
Drainage Area 1 contains the northeast portion of the site. The 6,447 sf of
sidewalk and parking will sheet flow into an infiltration basin that will store the first 3.72
inches of runoff. An overflow pipe has been provided.
Drainage Area 2 contains the northwest portion of the site. The 6,474 sf of
sidewalk and parking will sheet flow into an infiltration basin that will store the first 3.93
inches of runoff. An overflow pipe has been provided.
Drainage Area 3 contains both buildings and the parking between them. Half of
each building roof will flow onto the central vehicular area which is designed to drain to
the center and off of the rear of the paved area. The outer halves of the buildings will
drain to swales adjacent to the buildings. These swales will collect the runoff from the
parking and drain into an infiltration basin that will store the first 1.37 inches of runoff.
A pipe installed in the swale at the southwest corner of the site will act as a bypass. Once
the basin is filled to elevation 6.50, the stormwater will drain to the roadside ditch via the
12" pipe instead of entering the basin.
Drainage Area 4 contains the areas around the perimeter of the site that will
continue to sheet flow to existing drainage swales. No impervious surfaces will be
created in this drainage area.
The disturbed area for this development will not exceed 2.13 acres. Limits of
disturbance have been shown on the plans.

HYMAN & ROBEY, PC BB&T 23332
PO BOX 339 BRANCH BANKING & TRUST CO
150A US HWY 158 EAST @CIZABETH CITY; NC
CAMDEN, NC 27921 BB 1121531
(252) 335-1f9f1'f1 11/16/2005
z PAY TO THE Nl,l)L'N!Z $ *+`120.00
ORDER OF
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} DOLLARS
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1612 1�4:111 SC[ -vice Cclitcl.
i' Ralcigl1, N(: 27699-1012
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INFILTRATION BASIN
RUNOFF CALCULATIONS
Layden Warehouse - IB #1
10 Yr, 24 Hr Storm
DETENTION POND
Hyman and Robey, PC
P. O, Box 339
Camden, NC 27921
(252)-335-1888
10/11/05
RECEIVED
w;pp
WATERSHED AREA: 0.275 ACRES NOV 18 2005
WATERSHED % IMPERVIOUS: 53.72 %
BASIN BOTTOM ELEVATION: 5.5 FT DWQ- 111f ►lp RO
VOLUME OF 1 "'RAINFALL
1'1
AREA OF ROOFS: 0 AC
AREA OF PARKINGICONCRETE: 0.148 AC
AREA OF GREEN AREAS: 0,127 AC
VOLUME OF RUNOFF 602.58 CF VOL (CF)=[(ROOF*1.0)+(PARKING*.95)+(GRASS*0.2)]*43,560/12
Layden Warehouse - IB #2
10 Yr, 24 Hr Storm
DETENTION POND
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
BASIN BOTTOM ELEVATION:
VOLUME OF 1 ° RAINFALL
AREA OF ROOFS: 0 AC
AREA OF PARKINGICONCRETE: 0.149 AC
AREA OF GREEN AREAS: 0.123 AC
VOLUME OF RUNOFF 603.1245 CF
Layden Warehouse - IB #3
10 Yr, 24 Hr Storm
DETENTION POND
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
BASIN BOTTOM ELEVATION:
VOLUME OF 1" RAINFALL
0.272 ACRES
54.73 %
5.5 FT
VOL (CF)=[(ROOF*1,0)+(PARKING*.95)+(GRASS*0.2)]*43,560112
0.97 ACRES
48.43 %
5.5 FT
AREA OF ROOFS: 0.23 AC
AREA OF PARKINGICONCRETE: 0.24 AC
AREA OF GREEN AREAS: 0.5 AC
VOLUME OF RUNOFF 2025.54 CF VOL (CF)=[(ROOF*1.0)+(PARKING*.95)+(GRASS*0.2)]*43,560112