SW7060321_HISTORICAL FILE_20190522

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��Df%3� I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
,2(g'OS�a'�
YYYYMMDD

LIMITED LIABILITY COMPANY ANNUAL REPORT
I Or2017
NAME OF LIMITED LIABILITY COMPANY: RAM of Eastern North Carolina, LLC
SECRETARY OF STATE ID NUMBER: 0643830 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Strickland, Robin R
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
0643830
CA201914201126
5I2212019 02:55
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
1109 Country Club Drive 1109 Country Club Drive
New Bern, NC 28562-2275 Craven County New Bern, NC 28562-2275
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS. Reai Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
S. PRINCIPAL OFFICE MAILING ADDRESS
1109 Country Club Drive 1109 Country Club Drive
New Bern, NC 28562 New Bern, NC 28562
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME. Aleta L Brydge
TITLE: Manager
ADDRESS:
NAME: Robin R Strickland NAME:
TITLE: Manager TITLE:
ADDRESS:
2113-A South Glenburnie Rd 1109 Country Club Dr
New Bern, NC 28562 New Bern, NC 28562
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a personlbusiness entity.
Robin R Strickland
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
5/22/2019
DATE
Robin R Strickland Manager
Print or Type Name of Company Official Print or Type Tide of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Past Office Box 29525, Ralaigh. NC 2762"525

avers
&Associates,lnc.
Since1918
July 13, 2006
Mr. William J. Moore
NCDENR — DWQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SW7060321
Tabcma Townes
Craven County
Dear Mr. Moore,
R.VIFIV®
3
This letter is in response to your request for additional information in a letter to Mr.
Mitchell Brydge dated June 22, 2006. Revised drawing Number W-2917 and additional
supplement sheets are attached. Following are the responses to your comments.
1. A supplement sheet has been filled out for each bioretention basin. They are
included with this letter. Per our conversation, the maintenance agreement
included with the original submittal is acceptable.
2. The elevation for Outlet Structure #6 has been corrected in the Outlet Structure
Table. The outlet structure detail has been revised to more clearly show the weir
elevation. See sheet 6 of the drawings
3. Specifications have been added to the Bioretention Area Section detail on Sheet 6
of the drawings.
Thank you for your review of our project. Please contact me if you require any
additional information.
Sincerely,
Z
s and Associates c.
. ank, PE
Cc: Mr. Mitchell Brydge.
Engineers
Planners
Survcyors
107 Exist Second Street, Greenville. NC: 27858 • Post Office Box 929 • Grecnville. NC 27835 • (2,52) 752-4135 • FAX [phone]
E-❑rail: rii,ers@rivers uitlassoci.itcs.cont

I •
Itivers
En�;incers
Nlamiers
&Associates,lnc. Survcyors
Since1918
March 29, 2006
Ms. Della Robbins RECEUVED
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889 MAR 3 0 2006
Re: Taberna 'Townes Stormwater Management Application DWQ-WARO
Dear Ms. Robbins,
In response to your letter dated March 3, 2006 we are resubmitting the storrizwater
application for Taberna Townes with two copies of the requested soils report.
Please note that the soils were found to have an unacceptable permeability level and will
be replaced with soils in conformance with the NCDENR BMP manual as stated on the
plans. The new soils in conjunction with the proposed underdrains should produce
acceptable drainage for the bioretention areas.
Thank you for taking the time to review our project. Should you require any additional
information, please do not hesitate to call.
Sincerely,
Rivers and Associates, Inc.
Eric J. Frank, PE
cc: Mitchell Brydge
File
107 East Second Street, Greenville. NC 27858 • Post Office Box 929 • Grecitville, NC 27835 • [phone] • FAX [phone]
E-inail: [e-mail]►n

avers
&Associates,lnc. —
Since1918
TO: NCDENR
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
GENTUNIF,N:
k7: ARE SENDING YOU
[ } Shop Drawings
[ ] Copy of lever
Fliginccrs 11'i.utucrs I Snrvc) rlrs
LETTER OF TRANSMITTAL
Dale lJoh No.
March 1, 2006
A171iNTION:
SUBJECT:
Taberna Townes
Stormwater Management Permit Application
New Bern, Craven County, North Carolina
1X] Attached [ ] Under separate cover via US Mall the following items.
[ J Prints [ ] Plans [ ] Samples [ J Specifications
[ ] Change order [ ] Other:
No. I DESCRIPTION
W-2917
Stormwater Management Plans with Applications
Taberna Townes Plans
$420 Application Fee (Rivers #84217)
T1lf3SF: AR17 TRANSM11171-M as checked hclow:
[NJ For approval
[ ] Approved
[ ] 170r Vour use
[ ] Approved as noted
[ ] As requested
[ ] Disapproved
[ ] For review and comment
[ ] Other
REMARKS:
Please the attached plans for approval.
[ J Resubmit _ copies Im approval
[ ] submit _ copies for distribution
[ Relent _ corrected prints
L�'��r.
is 1 � v
Q-WAR-
MAR 3 0 2006
DWQ-WARD
Sincerely,
File
COPY TO Mr. Mitchell B_ry_dgeSIGNED: _
lfvarlosures 10.2 nnr u.r rfnlc�l, kllldh' llUflfY US W otlrC --��� — E:1'Ic J. 1 _
107 East Second Street ' Post Office Rox 929 • Greemille, North Carolina 27935 [phone] • FAX [phone]
8410 Falls of Neuse Road, Suite D • Raleigh, North Carolina 27615 1 [phone] ' FAX [phone]

sw W663af
Michael F. Easley. Governor
William Cr, Ross Jr.. Seeman -
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E. Director
Division of Watcr Quality
March 3, 2006
Rivers & Associates, Inc.
Attn: Eric Frank
107 Fast Second Street
Greenville, North Carolina 27835
SUBJECT: Stormwater Application for Taberna Townes
Dear Mr. Frank:
This office received a stormwater permit application for the subject project on March 2, 2006. A
preliminary review of your project indicates that the application package is incomplete. The following
items are needed to make the package complete:
$420 check
signature by owner on page 4 of application
2 sets of plans
_ narrative
supplement (wet detention, infiltration basin, low density, curb outlet system. off -site
system, underground infiltration trench)
signature by owner on supplement form
soils report
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a 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.
If you have any questions, please feel free to contact me at [phone].
Sincerely,
Della Robbins
DWQ Administrative Assistant
CC'. WaRO
North Carolina Division of ater Quality Internet:
943 Washington Square Mall Phone [phone]
Washington. NC 27889 Fax [phone]
NorthCarolina
JVaturallry
An Equal opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper

DWQ/WRRO Fax:[phone]
=k Tr-`- a.n s IT, i t Cor1 f
Repr rt >k�k
P.1
Jun 22 ' 06
Telephone Number Mode Start Time Pages Result
912527523974 NORMAL 22.17:07 1'31" 5 -+: O K
MCDENR
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
WASHINGTON, N.C. 27889
Phone: [phone] FAX: [phone]
TO:t
FAX NO. 7�.?- __ 32!
FROM: _ 9
DATE:
NO. OF PAGES (INCLUDING COVER):
COMMENTS:
17:09
Note

March 3, 2006
Rivers & Associates, Inc.
Attn: Eric Frank
107 East Second Street
Greenville, North Carolina 27835
Michael F. Easley, Governor
William G. !loss Jr., Secretary
Norih Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.L. Direclor
Division of Water Quality
REC'D MAR 0 6 2006
SUBJECT: Stormwater Application for Taberna Townes
Dear Mr. Frank:
This office received a stormwater permit application for the subject project on March 2, 2006. A
preliminary review of your project indicates that the application package is incomplete. The following
items are needed to make the package complete:
$420 check
signature by owner on page 4 of application
_ 2 sets of plans
_ narrative
— supplement (wet detention, infiltration basin, low density, curb outlet system, off -site
system, underground infiltration trench)
signature by owner on supplement form
soils report
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a 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.
If you have any questions, please feel free to contact me at [phone].
Sincerely,
Della Robbins
DWQ Administrative Assistant
cc: WaRO
North Carolina Division 01" Water Quality hiternet; tvww.ncwalcrquaiitv.org One 1
94_) Washington Square Mall Mimic [phone] NOrthCarofina
Washington, NC 27889 Fax [phone] Naturally
An Eq& epportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

RECD MAP 2 Z 2006
CLIENT:
PROJECT:
WEATHER:
TERRACON CONSULTANTS, INC.
111-C W. FIRE TOWER RD,
WINTERVILLE, N.C. 28590
TELEPHONE [phone]
Rivers & Associates, Inc.
Taberna Townes Infiltration Investigation,
New Bern, North Carolina
Partly cloudy and 55'
TERRACON JOB NO.: 72061084
DATE: 03/15/06
MAR 3 0 2606
DWQ-WARO
PERSONNEL: Ken Harchick
As requested by Mr. Eric Frank, representing Rivers & Associates, Inc. a representative
of Terracon was on site to evaluate the existing soil conditions in the vicinity of the
bioretention ponds for the Taberna Townes project. The project site is currently a cleared,
undeveloped tract of land. Soils were explored using a hand auger.
The purpose of the soils exploration was to determine the classification of the upper soils,
the permeability of these soils and the approximate elevation of the water table.
Three hand auger borings were advanced across the site, the soils were visually classified,
composite samples were obtained from approximately 4 to 6 feet, depending on the depth
to groundwater, and the borings were left open in order to obtain a depth to the water
table.
The lithology of the three borings was relatively consistent at each hand auger location.
An approximate 12 inch thick layer of brown sand was underlain by a 12 inch layer of
clayey sand. Sandy clay was encountered from 2 to 6 feet, underlain by a layer of sand
located near the water table. The soils encountered in the three soil borings varied in
color from brown to gray. The borings were terminated at depths of approximately 6.5
feet.
The following table summarizes the location of the borings and elevation of the water
table at the time of our exploration. See the attached site plan for the location of the soil
borings.
BORING LOCATION
SAMPLE DEPTH
DEPTH GROUNDWATER
HA -I : Center of Site
4 - 6 Feet
6.25 Feet
HA-2: Closest to Taberna Way
4 - 6 Feet
6.21 Feet
HA-3 : Farthest from Taberna Way
4 - 6 Feet
6.20 Feet

Page 2
Tabema Townes, New Bern, North Carolina
March 24, 2006
Terracon Job Number: 72061084
A composite soil sample was obtained from the hand auger borings from a depth of
approximately 4 to 6 feet in each boring. This composite soil sample was remolded at its
natural moisture content and at the approximate natural density, and a laboratory
permeability test was performed in general accordance with ASTM D 5084. Based on the
results of these permeability tests, the permeability of the on -site soils from Hand Auger
Borings 1, 2, and 3 was less than 0.01 inches per hour. Please note that the permeability
shown on the attached test report is listed in cm/sec and was converted to inches per hour.
Mr. Eric Frank was informed of our test results after the conclusion of the permeability
testing on March 24, 2006.
RESPECTFULLY SUBMITTED
TERRACON

Taberna Townes, New Bern, North Carolina
March 24, 2006
Terracon Job Number: 72061084
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Tabema Townes, New Bern, North Carolina
March 24, 2006
Terracon Job Number. 72061084
PERMEABILITY TEST

TEST DATA:
PERMEABILITY TEST REPORT
SAMPLE DATA:
Specimen Height (cm): 10.11 Sample Identification: COMPOSITE SAMPLE
Specimen Diameter (cm): 7.06 FROM HAND AUGER BORINGS 4 TO 6 FT BGS
Dry Unit Weight (pcf): 107.3 Visual Description: YELLOW BORWN AND GRAY
Moisture Before Test (%): 13.9 SILTY SANDY CLAY
Moisture After Test (%): 26.3 Remarks: ASTM D5084 REMOLDED AT
Run Number: 1 • 2 ♦ INSITU MOIST & APPX 95%
Cell Pressure (psi): 49.0 Maximum Dry Density (pcf):
Test Pressure(psi): 45.0 Optimum Moisture Content (%):
Back Pressure(psi): 39.9
Diff. Head (psi): 5.1
Flow Rote (CC/SeC) :6.79 x 10--5
Perm. (cm/sec) : 4.44 x 10--8
u
U
z3
i
w
J
0
0
J
u_
Percent Compaction:
Permeameter type: Flexible -wall
Sample type: REMOLDED
TIME - t (sec)
O 10000 20000 30000 40000
0
1
2
3
4
5
1 x 10--7
8 x 10-8
6 x 10^-8
4 x 10^-8
2 x 10-8
1 x 10"-8
0
10 20 30 40
AVERAGE HYDRAULIC GRADIENT - dH/L (cm/cm)
Project: TABERNA TOWNS Project No.: 72061084
Location: NEW BERN, NORTH CAROLINA File No.:
Date: 3/23/2006 Lab No.:
Tested by: MTS
PERMEABILITY TEST REPORT
Checked by: CFB
TITAN ATLANTIC GROUP, INC. Test: CH - Constant head