SW8060534_COMPLIANCE_20060707

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
�L9Dp69'��
YYYYMMDD

Crystal Bluffs Rehabilitation Center
Overview of Proposed Stormwater Management Plan
Background:
The project is located on Bridges Street Extension in Morehead City. A rehabilitation
center is proposed on this 5 acre parcel. The proposed development is high -density. The
stormwater management plan will employ six infiltration basins to achieve conformity
with the State's stormwater regulations requiring that the runofffrom the 1" 1.5 inches of
rainfall be captured and infiltrated into the ground. The surface soils are highly
permeable with observed infiltration rates of almost 9 "per hour. However, portions of
the site have a relatively high perched water table resulting in a shallow depth to the
seasonal high water table. This factor along with the State's requirement that the bottom
of infiltration devices be located a minimum of 2 feet above the seasonal high water
table, limits the potential to excavate the infiltration basins. As a result. considerable fill
must be brought to the site to achieve final proposed grades.
Stormwater Management
Stormwater runoff from the 1.5" rainfall event from all proposed impervious areas
on the site will be collected via curb & gutter and channeled to flumes in the curb that
will direct the runoff through grassed swales to the proposed infiltration basins.
Each of the infiltration basins is sized to contain the full volume of the runoff
from the 1.5" rainfall event. Each basin is equipped with a bypass system to handle flows
that would result in storage volumes in excess of the infiltration basin design volume.
The bypass system consists of an inlet box with weir elevation set to correspond to the
water surface elevation associated with the design storage volume of the basin.
Stormwater pipe designed to accommodate the 10-year storm event would route water
from the bypass inlet box to the discharge point near the northwest corner of the site. The
bypass pipe will discharge into a riprap energy dissipater that will in turn discharge into a
sodded swale.
Due to the highly permeable soils on the site, the time required to infiltrate the
design storage volume is far less that the maximum allowable period of 5 days for each of
the proposed infiltration basins.
To ensure that the proposed building would not be inundated with water in
extreme rainfall events (such as those that could occur with hurricanes) that would
exceed the storage capacity of the infiltration basins and the flow capacity of the bypass
system, the grading plan for the site has been designed such that stormwater would flow
over the curbs, across the parking areas, and away from the proposed building.
End of Overview
RECEIVED
JUL 0 7 Z006
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Soil & Environmenta,l.Consultants,'PA ,
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
April 26, 2006
S&EC Project #: 10127.S-1
William G. Daniel & Associates
Attn: Mr. Bill Daniel
1150 S.E.-Maynard Road. Suite 260
Cary, NC 27511
Re: CenturyCare Site, Morehead City, NC ,
Dear Mr. Daniel: '
On February 8, 2006;.,Soil & Environmental Consultants, PA (S&EC) performed a soil
evaluation and Saturated Hydraulic Conductivity (Ksat) measurements at the site
referenced above. This was completed -at,your request to determine conductivity rates for
on -site storm water retention, treatment and/or disposal: S&EC prepared a report dated
February 17, 2006 detailing our findings and results.
On March 27, 2006, S&EC met on -site with -Mr. Vincent Lewis with NC-DWQ to; relay
our findings and discuss the soil characteristics. Mr.' Lewis confirmed ,my field
-evaluation and conductivity measurements of the site. While on the property, S&EC and ;
Mr. Lewis completed additional soil borings at various locations. Based on the additional
-borings that were performed while we were on the 'site, -the soil depth and infiltration
rates for the portions of the, site along the eastern and southern perimeter of.the site were
found to equal or exceed the soil characteristics observed along the northern boundary of
the site (the.area of initial investigation).
Soil & Environmental Consultants, PA is pleased to•be of service in this matter and we
look forward to assisting in the successful, completion of the project. Please feel free to
call with any questions or comments.
erely, Solt
Donald Wells LOV&�
NC Licensed Soil Scientist wpm E
REC]FT r� - ,
MAY' 2 5 2006
'Q 4 0 '
1099
sY: .
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E La�vndale Drive
Concord, NC 28025 Greensboro, NC27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax:. [phone]

S.
1
S0­11 &.Environmental` Consultants, P.A,
11010 Raven Ridge Road • Raleigh, North.Carolina 27614 • Phone: [phone] Fax: [phone]
www. Sand K.cont
February 17, 2006
S&EC Project #: 10127.S-I
William G. Daniel & Associates
Attn: Mr.. Bill Daniel.
I I50 S.E.'Maynard Road. Suite 260
Cary, NC_27511
Re: Century Care Site, Morehead City, NC
Dear Mr. Daniel:
On February 8, 2006, Soii &' Environmental Consultants, PA (S&EC) performed a soil
evaluation and Saturated Hydraulic Conductivity (Ksat). measurements at the site
referenced above. This was completed at your request to'deterniine conductivity'rates for
on -site storm water retention, treatment and/or disposal': Based on our discussion, this
impoundment area will be approximately 30 to,36 inches below current land surface.
The Iocation of the proposed bio-retention-impoundment area is in a wooded'area along
the northern property line.
Based on hand auger soil borings made to a depth of four feet below'land,surface, a
seasonal high water table was noted' at 24 inches' below land surface. This seasonal high
water table is noted by a spodic horizon.located in.the soil profile. A spodic horizon is•a
zone of organic cementation and/or accumulation and it is considered a "water
restrictive" layer. The�soil series that is located at'this site is similar to the Leon Soil
Series. The Leon soil is a poorly drained'soil formed from coastal plain sediments.. Refer
to the soil profile'descriptions for additional information. The soil boring locations are
shown on the attached' sketch map.
On the northwestern to north -central part�of the property, S&EC did observe a "perched"
water table at a depth of 24 inches below li.nd.surface and tile soil had moist to wet soil
conditions above this depth during the.evaluation. On the northeastern side of the
property, S&EC did not encounter groundwater within 48 inches of,the land surface. If
more detailed water table information'is needed, we recommend installing monitoring
wells in order to measure.rhe-actual water table; however it is the opinion of S&EC that
this depth will be at (or slightly greater than)!24 inches below land surface in most areas
of the property, especially during the winter months.
Saturated hydraulic conductivity (Ksat): of the unsaturated zone was measured in situ
using Compact Constant Head Peirmeameters.(CCHP). The method used in these
measurements is the constant -head well-permeai e.ter technique (also known as shallow
well pump -in technique and borehole permeaineter technique) described ih ,"Amoozegar,
A. and, A. W. Warrick.. 1986'. -Hydraulic conductivity of saturated soils. -Field methods.
p. 735-770. In A. Klute (ed.) Methods of Soil Analysis, Part. 1. Physical and
Charlotte Ofl.Ice: Greensboro Office:
236 LePhillip Court, Suite C 3817-E'Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455.
Phone; [phone] Phone: [phone]
Fax; [phone] Fax: [phone]

Mineralogical Methods. Agronomy Monograph (2nd ed-.). Am. Soc. of Agronomy,
Madison, Wl," and "Amoozegar, A. 2004. Soil permeability and dispersion analysis. P.
625-677. In R. D. Down and J.-H. Lehr. Environmental Instrumentation and Analysis
Handbook. John Wiley and Sons, Inc. Hoboken, New Jersey."
The Ksat was measured•at one Iocation at a depth of 38 inches below land surface. The
desired depth (head) of water in the hole was set at 6. inches. Because of high
conductivity of the soil, two CCHPs were used to provide water -to each auger hole. Even
with two CCHPs providing water to the hole it was not possible to provide the desired 6-
inch depth of water in the hole and the measured amount of water flowing from each of
the CCRPs was greater than the maximum amount that could flow from the units
appropriately. Therefore, we calculated a Ksat value using 180 cm'/minute from each
CCHP (360 cm3/niinute for two units) and 6 inches of head. The resulting Ksat
[approximately 17.9 ft/day equivalent to 135 gal/(ftZd)] is conservatively less'than the
actual saturated hydraulic conductivity of the soil at this site.
Site # Soil Horizon Hole Depth Ksat value On/hr) .
Ksat- t BH, Sand
38"
8.95
Due to the very moist soil conditions, the lower portion of the soil could not be tested
with the Ksat permeameter. A water "slug" test measurement would be needed to
definitively show the measured conductivity rates in these lower soil layers. Depending
on which location is used and the depth of the basin, the spodic soil layer may have to be
removed to meet the 0.52"/hr hydraulic conductivity threshold.
As noted above, the measured rates were made in the unsaturated soil zone and are not
intended to provide values of the saturated zone, possible mounding; or the rate of water
movement off site.,
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we
look forward to assisting in.the successful completion of the project. Please feel free to
call with any questions or comments.
.Sincerely,
T-6-n�V'421s�a4'
NC Licensed Soil Scientist

Century Care
Boring #1 (Ksat 1)
Profile Description
"r
Gbl6r�
0Xunsell
XMiI)I
Oa
0-2
Organic Matter
NA
NA
A
2-15
Sand
2.5 Y 3/0
Granular
E
15-24
Sand
10 YR 6/2
Granular
Bhl
24-34
Sandy Loam
to Sand
7.5 YR 3/3
Weak
Granular/Blocky
Bh2
34-48
Sand
10 RY 6/4
Single Grain
* No Waterwithin 48" from land surface
Boring #2
Profile Description
onzon K!
rlbrepiff nc
. I(!
K 80RIYN;5p�"'
ORN
MTextidi -N�A' -N
A""T d4S-, -fi'
r Srar
-'h. RK.
A.,
"StrtRRM
Oa.
0-2
Organic Matter
NA
NA
A
2-12
Sand
10 YR 4/1
Granular
E
12-28
Sand
10 YR 7/2
Granular
Bhl
28-42
Sandy Loam
toSandGranular/Blo&y
10 YR 3/3
Weak
Bh2
42-48
Sand
10 RY 2/0
Single Grain
* Water at 24" from land surface
CenluryCare-profl"esc.tbl

Boring #3
Profile Description
H
"IntAlzo
k
VIN tv
'. . (inches , ,'), I
v )�,,
b §JIR
_ANI,
CN , "EUIRi� I CC x
'�zli I
Oa
0-2
Organic Matter
NA
NA
A
2-10
Sand
10 YR 4/1
Granular
E
10-24
Sand
10 YR 7/2
Granular
Bhl
24-30
Sandy Loam
to Sand
7.5 YR 3/3
Weak
Granular/Blocky
Bh2
30-48
Sandy Loam
10 RY 3/3
Single Grain
*Waterat 28" from land surface
CenturyCare-profile-desc.tbl

ELF
TOTAL PARKING = 105 SPACES SCALE 1" = 40' JAN. 16, 2006
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C200532700299
ARTICLES OF ORGANIZATION
OF
THE BLUFFS LAND COMPANY, LLC
SOSI D: 814566
Date Filed: 11/28/2005 9:22:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200532700299
Pursuant to Section 57C-2-20 of the General Statutes of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a limited liability
company.
1. The name of the limited liability company is THE BLUFFS LAND COMPANY,
LLC (hereinafter referred to as the "Company").
2. The period of duration of the Company shall be perpetual.
The name and address of the organizer executing these Articles of Organization is:
W. Sidney Aldridge
Post Office Box 18237
Raleigh, Wake.County, North Carolina 27619
4. The street address, mailing address, and county of the initial registered office of the
Company is:
117 Edinburgh South, Suite 203
Cary, Wake County, North Carolina 27511
The name of the initial registered agent of the Company is James A. Schmidlin.
6. Except as provided by N.C.G.S. § 57C-3-20(a), .the members of this limited
liability company shall not be managers by virtue of their status as members.
7. To the fullest extent permitted by the North Carolina Limited Liability Act, as it
exists or may hereafter be amended, no person who is serving or who has served as a manager of,
the Company shall be personally liable to the Company or any of its members for monetary
damages for breach of duty as a manager. No amendment or repeal of this Article, nor the
adoption of any provisions of these Articles inconsistent with this Article, shall eliminate or reduce
the protection granted herein with respect to any matter that occurred prior to such amendment,
repeal, or adoption.
These Articles shall be effective upon filing.
This the 23rd day of November, 2005.

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Map center is 340 43' 35"N, 761 45' 43"W (WGS84/NAD83)
Mansfield quadrangle M=--9,89
Projection is UTM Zone 18 NAD83 Datum G--1,d04
http://www.topozone.com/print.asp?z=18&n=3844101.0000346&e=338678.999992323 &s... 5/31 /2006

NC DENR - DIVISON OF WATER QUALITY
.0312 WHITE OAK RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
White Oak River Restricted
That portion of White Oak
SC
06/01/56
20-32
Area
River within an area bounded
by a line running in an
easterly direction from a
point below Foster Creek
to east end of Swansboro
Bridge (N.C. Hwy. 24),
thus across bridge to west
end of bridge, thus
running along shore line
to a point below Foster
Creek
Ward Creek
From source to White Oak
SC
06/01/56
20-33
River
Dennis Creek (Demkis Creek)
From source to White Oak
SC
06/01/56
20-34
River
Foster Creek
From source to White Oak
SC
06/01/56
20-35
River
Rogue Sound (Including
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SA;ORW
01/01/90
20-36-(0.5)
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line running from the
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Deer Creek
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SA;ORW
01/01/90
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Hunting Island Creek
From source to Rogue Sound
SA;HQW
06/01/56
20-36-2
Taylor Bay
Entire Bay
SA;ORW
01/01/90
20-36-3
Goose Creek
From source to Rogue Sound
SA;HQW
06/01/56
20-36-4
Sanders Creek
From Source to Goose Creek
SA;HQW
06/01/56
20-36-4-1
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From source to Rogue Sound
SA;ORW
01/01/90
20-36-5
Sanders Creek
From source to Rogue Sound
SA;ORW
01/01/90
20-36-6
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From source to Sanders Creek
SA;HQW
06/01/56
20-36-6-1
Sikes Branch
From source to East Prong
SA;HQW
06/01/56
20-36-6-1-1
Sanders Creek
Broad Creek
From source to Rogue Sound
SA;HQW
06/01/56
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West Prong Broad Creek
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SA;HQW
06/01/56
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From source to West Prong
SA;HQW
06/01/56
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SA;HQW
06/01/56
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Wolf Branch
From source to West Prong
SA;HQW
06/01/56
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Broad Creek
East Prong Broad Creek
From source to Broad Creek
SA;HQW
06/01/56
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SA;HQW
06/01/56
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06/01/56
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t �
12/30/05 09:48 FAX. [phone] NICHOLLS&CRAMP£pN
ICJ 00 8
Operating Agreement
of
The Bluffs Land Company, LLC
(A North Carolina Limited Liability Company)
DATED: November 28, 2005
- ", y nA
JUL 0 7 2006
Y:
Received Time Dec.30, 9:56AM

12/30/03 09:49 FAX [phone] NICHOLLS&CRAMPTON
[a] 006
ARTICLE I. FORMATION OF THE COMPANY
1.1 Forth%don
1.2 Name
1.3 Registered Office and RAgistered Agent
1.4 Principal Place of Business
1.5 Purposes and Powers
1.6 Term
1.7 Nature of Member's Interest
ARTICLE II. DEFINITIONS
ARTICLE III..
MANAC :VENT OF THE COMPANY
3.1 Management
3.2 Indemnification of Manager for Management Services
ARTICLE IV.
RIGHTS AND OBLIGATIONS OF MEMBER
4.1 Name and Address of Member
4.2 Limited Liability
ARTICLE V.
CAPITAL CONTRIBUTIONS AND LOANS
ARTICLE VI.
ALLOCATIONS, ELECTIONS, AND REPORTS
ARTICLE VU.
DISTRIBUTIONS
ARTICLE VIlI.
DISSOLUTION AND LIQUIDATION OF THE COMPANY
8.1 Dissolution Events
8.2 Liquidation
8.3 Articles of Dissolution
ARTICLE IX.
MISCELLANEOUS
9.1 Records
9.2 Survival of Rights
9.3 Interpretation and Governing Lava
9.4 Scverability
9.5 Agreement in Counterparts
9.6 Tax Matters Manager
9.7 Creditors Not Benefited
Attachment:
Schedule I. Name, Address, Capital Contribution, and Membership Interest of
the Sole Member
Page 2
Received lime Dec.30. 9:56AM

12/30/05 09:48 FAX [phone] NICHOLLS&CRAMPTON Z 007
THIS OPERATING AGREEMENT of The Bluffs Land Company, LLC (the
"Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act, is executed effective as of November 28, 2005. Noah K. Duncan, an
individual resident of Wake County, North Carolina ("Member') is the sole member of the
Company. Solely for federal and state tax purposes and pursuant to Treasury Regulations
Section 301.7701, the Member and the Company intend the Company to be disregarded as an
entity that is separate from the Member_ For all other purposes (including, without limitation,
limited liability protection for the Member from Company liabilities), however, the Member
and the Company intend the Company to be regarded as a separate legal entity that is separate
and apart from the Member.
ARTICLE I
FORMATION OF THE COMPANY
1.1. Formadfon. The Company was formed on November 28, 2005, upon the filing
with the Secretary of State of the Articles of Organization of the Company.
LZ Name- The name of the Company is as set forth on the cover page of this
Agreement. The Manager may change the name of the Company from time to time as he deems
advisable, provided appropriate amendments to this Agreement and the Articles of Organization
and necessary filings under the Act are first obtained.
1.3 Registered Office and Registered Agent The Company's registered office
within the State of North Carolina and its registered agent at such address shall be as the Manager
may from time to time deem necessary or advisable.
1.4. .Principal Place of Business. The principal place of business of the Company
within the State of North Carolina shall be at such place or places as the Manager may from time
to time deem necessary or advisable.
1.5. Purposes and Powers.
(a) The purpose of the Company shall be to engage in any lawful business for
which limited liability companies may be organized under the Act.
(b) The Company shall have any and all powers which are necessary or
desirable to carry out the purposes and business of the Company, to the
extunt the same may be legally exercised by limited liability companies
under the Act.
1.6. Term. The duration of the Company shall be unlimited unless the Company is
earlier dissolved and its affairs wound up in accordance with the provisions of this Agreement or
the Act.
Page 3
Received Time 6ec.30, 9:56AM

12/30/05 09:48 FAX [phone] NiCHOLLS&CRAMPTON Z003
1.7. Nature of Mernber's Interest- The interest of the sole Member in the Company
shall be personal property for all purposes. Legal title to all Company assets shall be held in the
name of the Company.
ARTTCLE H
DEFE%i TIONS
The following term used in this Agreement shall have the following meanings (unless
otherwise expressly provided herein):
"Act" means the North Carolina Limited Liability Company Act,' as the same may be
amended from time to time_
"Agreement" means this Operating Agreement, as amended from time to time.
"Articles of Organization" means the Articles of Organization of the Company filed with
the Secretary of State, as amended or restated from time to time.
"Code " means the Internal Revenue Code of 1986, as amended from time to time (and
any corresponding provisions of succeeding law).
"Manager" means the Person or Persons designated as manager pursuant to Section 3 A.
"Member ",means Noah K. Duncan.
"Membership Certificate" means a written certificate which evidences and certifies the
Member's Membership Interest in the Company. Each Membership Certificate shall be in such
form as the Manager prescribes, and when issued, executed by the Manager and sealed with the
Company Seal or a facsimile thereof. The Membership Certificates shall be numbered and
registered in the order in which they are issued, and upon issuance the name in which each
Membership Certificate is issued, together with the Membership Interest and the issuance date,
shah be entered in the Company's records book.
"Person" means an individual, a txust, an estate, a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a limited partnership, a limited liability
company, a foreign limited liability company, an unincorporated association, or another entity.
"Property" means (i) any and all property acquired by the Company, real and/or personal
(including, without limitation, intangible property); and (ii) any and all of the improvements
constructed on any real property_
"Secretary of State " means the Secretary of State of North Carolina.
"Treasury Regulations" means the Income Tax Regulations and Temporary Regulations
promulgated under the Code, as such regulations may be amended from time to time (including
corresponding provisions of succeeding regulations).
Page a
Received Time Dec.30. 9:56AM

12/30/05 09:49 FAX [phone] NICHOLLS&C&&XUON 12009
ARTICLE IlLl
MANAGEMENT OF THE COMPANY
3.1. ManagemenL Noah K. Duncan shall be the Manager of the Company for all
Purposes. Except as otherwise expressly provided in this Agreement, the Articles of
Organization, or the Act, all decisions with respect to the management of the business and affairs
of the Company shall be made by the Manager.
3.2. Indemnification of Manager for Management Semiles. The Company shall
indemnify Noah K. Duncan in connection with his service as Manager to the Company to the
fullest extent permitted or required by the Act, as amended from time to time, and the Company
may advance expenses incurred by such person upon the approval of the Manager upon the
receipt by the Company of a signed statement agreeing to reimburse the Company for such
advance in the event it is ultimately determined that the Manager is not entitled to be indemnified
by the Company against such expenses.
ARTICLE W
RIGHTS AND OBLIGATIONS OF MEMBER
4.1. Name and Address of Memben The name, address, and Membership Interest of
the Member is reflected in Schedule I attached hereto.
4.2. Limited Liaba ty. The Member shall not be required to make any contribution to
the capital of the Company except as set forth in Schedule 1,, nor shall the Member, in his
capacity as such, be bound by or personally liable for any expense, liability, or obligation of the
Company, except to the extent of his interest in the Company and the obligation to return
distributions made to him under certain circumstances, as required by the Act. The Member shall
be under no obligation to restore a deficit Capital Account upon the dissolution of the Company
or the liquidation of Membership Interest.
ARTICLE V
CAPITAL CONTRIBUTIONS AND LOANS
The Member has contributed property to the Company as the initial Capital Contribution
as set forth opposite his name on Schedule I attached hereto.
ARTICLE VI
ALLOCATIONS, ELECTIONS, AND REPORTS
All allocations of profit and loss of the Company and all assets and liabilities of the
Company shall, solely for state and federal tax purposes, be treated as that of the Member
pursuant to Treasury Regulations, Section 301.7701, but for no other purpose (including, without
limitation, limited liability protection for the Member from Company liabilities).
Page 5
Received Time Dec,30. 9:56AM

12/30/05 09:48 FAX [phone]� NICHOLLS&CRAMPTON 12 010
ARTICLE VII
DISTRIBUITONS
Distributions of assets shall be made on such basis and at such time as determined by the
Member.
ARTICLE VIM
DISSOLUTION AND LIQUIDATION OF THE COMPANY
S L Dissolution Events. The Company will be dissolved upon the happening of any
of the following events:
(a) All or substantially all of the assets of the Company are sold, exchanged,
or otherwise transferred (unless the Manager has elected to continue the
business of the Company);
(b) The Member signs a document stating its election to dissolve the
Company;
(e) The entry of a final judgment, order, or decree of a court of competent
jurisdiction adjudicating the Company to be bankrupt, and the expiration
without appeal of the period, if any, allowed by applicable law in which to
appeal;
(d) The expiration of the term of the Company (as set forth in Section 1.6); or
(e) The entry of a decree of judicial dissolution or the issuance of a certificate
for administrative dissolution under the Act..
8.2. Liquidation. Upon the happening of any of the events specified in Section 8.1
and, if applicable, the failure of the Manager to continue the business of the Company, the
Manager or any liquidating trustee designated by the Manager will commence as promptly as
practicable to wind up the Company's affairs, unless the Manager or the liquidating trustee
(either, the "Liquidator' determines that an immediate liquidation of Company assets would
cause undue loss to the Company, in which event the liquidation may be deferred for a time
determined by the Liquidator to be appropriate. Assets of the Company may be liquidated or
distributed in kind, as the Liquidator determines to be appropriate_ The Member will continue to
be entitled to Company cash flow and Company profits during the period of liquidation. The
proceeds from liquidation of the Company and any Company assets that are not sold izi
connection with the liquidation will be applied in the following order of priority:
(a) To payment of the debts and satisfaction of the other obligations of the
Company, including, without limitation, debts and obligations to the
Member;
Page 6
Received Time Dec, 39. 9:56AM

12/30/05
09:49 FAX [phone]
ICgOLLS&CRAXPTON
Q 011
(b) To the establishment of any reserves deemed appropriate by the Liquidator
for any liabilities or obligations of the Company, which reserves will be
held for the purpose of paying liabilities or obligations and, at the
expiration of a period the Liquidator deems appropriate, will be distributed
in the manner provided in Section 8.2.(c); and, thereafter;
(c) To the Member.
8.3. Articles of Dissolution. Upon the dissolution and commencement of the
winding up of the Company, the Manager shall cause Articles of Dissolution to be executed on
behalf of the Company and filed with the Secretary of State, and the Manager shall execute,
acknowledge, and file any and all other instruments necessary or appropriate to reflect the
dissolution of the Company.
ARTICLE rX
WSCELLANEOUS
9.1 Records The records of the Company will be maintained at the Company's
principal place of business or at any other place the Manager selects, provided the Company
keeps at its principal place of business the records required by the Act to be maintained there.
9.2. Survival of Rights. Except as provided herein to the contrary, this Agreement
shall be binding upon and inure to the benefit of the parties, their successors and assigns.
9.3. Interpretation and Governing Law. When the context in which words aze used
in this Agreement indicates that such is the intent, words in the singular number shall include the
plural and vice versa. The masculine gender shall include the feminine and neuter. The Article
and Section headings or titles shall not define, limit, extend, or interpret the scope of this
Agreement or any particular Article or Section. This Agreement shall be governed and construed
in accordance with the laws of the State of North Carolina without giving effect to the conflicts of
laws provisions thereof.
9.4. Severability. If any provision, sentence, phrase, or word of this Agreement or the
application thereof to any person or circumstance shall be held invalid, the remainder of this
Agreement, or the application of such provision, sentence, phrase, or word to persons or
circumstances, other than those as to which it is held invalid, shall not be affected thereby.
9.5. Agreement in Counterparts. This Agreement may be executed in several
counterparts, each of which shall be deemed an original, and all of which shall constitute one and
the same instrument.
9.6. Tax Matters Manager. For purposes of this Agreement, Noah K. Dmcan shall
be the Tax Matters Manager.
9.7, Creditors Not Benefited Nothing in this Agreement is intended to benefit any
creditor of the Company. No creditor of the Company will be entitled to require the Member to
Page 7
Received Time Dec. 30. 9:56AM

12/30/05 09:50 FAX [phone] NICHOLLS&CRAMPTON
Z 012
solicit or accept any loan or additional capital contribution for the Company or to enforce any right
which the Company may have against a Member, whether arising under this Agreement or
otherwise.
IN Wf'TNESS WHEREOF, the undersigned, being the Bole Member of the Company, has
caused this Agreement to be duly adopted by the Company as of the 8th day of August, 2005.
SOLE MEMBER.
NOAH K- DUNCAN
MANAGER;
a
NOAH K 1! DUNCAN
i
i
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d
�I
I
i
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Page 8
Receive6 Time Dec.30. 9:56AM

12/30/05 09:50 FAX [phone] � NICHOLLS&CRAMPTON
Z 013
SCHEDULEI.
Name and Address Initial Capital Membership
of Member Contribution_ Interest
Noah K. Duncan $1,000.00 100%
117 Edinburgh South, Suite 203
Cary, North Carolina 27511
Page 9
Rece+ved Time 0ec,30. 9:56AM

William G. Daniel & Associates
Engineering • Planning • Landscape Architecture
TO: �o 6(2v_T ? • 60 c o o1'k
NC. Du Q
W sw% W G 7b4
Letter of
Transmittal
DATE: 7 f 1 4 /b6 ...,---
PROJECT: Qj ?j-rp(t bi miff! ggLAA6&-,-T14-n" Ce/%E7c
Please Find the following items
Transmitted by: 7 Fax Fax Number:
'Pages:
EINtail 11 Pick -Up Delivered 90vernight ❑For your: MApproval ❑ Information ❑ Use Records � Distribution
Review & Comment
Copies Revision date Description
7 /4 ak o-P
REMARKS:__ --
DU Pa y)Duve.. HtZP
COPIES TO:
BY: 91CHOLS
1150 S.E. Maynard Road, Suite 260, Cary, N.C. 27511 • [phone] • Fax [phone]

El

Re: Crystal Bluffs
Subject: Re: Crystal Bluffs
From: Robert Gordon <[e-mail]>
Date: Wed, 19 Jul 2006 09:59:36 -0400
To: Bart McClain <[e-mail]>
That looks fine. Thanks!
Rob
Bart McClain wrote:
Mr. Gordon,
Please look at the attached PDF'S and let me know,if this will suffice. if this
is OK we will overnight two copies of sheet 5 to you.
Thanks for your help.
Sincerely,
Bart J. McClain
*Wm. G. Daniel & Assoc., P.A.*
1150 S.E. Maynard Road, Suite 260
Cary, NC 27511
919-467-9708 ph
919-460-7585 fx
of 1 7/20/2006 10:19 AM

Crystal Bluffs
Subject: Crystal Bluffs
From: "Bart McClain" <bmcclain a wmgda.com>
Date: Wed, 19 Jul 2006 10:16:47 -0400
To: <robert.gordon cz ncmail.net>
CC: "William G. Daniel" <[e-mail]>
Mr. Gordon,
Please look at the attached PDF'S and let me know if this will suffice. If this is OK we will overnight two
copies of sheet 5 to you.
Thanks for your help.
Sincerely,
Bart J. McClain
Wm. G. Daniel & Assoc., P.A.
1150 S.E. Maynard Road, Suite 260
Cary, NC 27511
919-467-9708 ph
9I9-460-7585 fx
Content -Description: Crystal Bluffs revisions 071906.pdf
Crystal Bluffs revisions 071906.pdf Content -Type: application/octet-stream
Content -Encoding: base64
I of 1 7/20/2006 10:19 AM

William G. Daniel & Associates
Engineering • Planning • Landscape Architecture
Letter of
Transmittal
TO: 'RaEZE-IZT 11
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DATE: 7lG
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JUL o 7 2006
Please find the following items
BY:
Transmitted by: F1 Fax
Fax Number:
Tages:
Mail
Pick -Up
E]Delivered,ROvernight
❑
For your: Approval
❑ Information
Use 11 Records
11 Distribution
Review &
Comment
El
Copies
Revision date
Description
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1150 S.E. t1'laynard Road, Suite 260, Cary, N.C. 27511 - [phone] • Fax [phone]

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Il1Cl�
&L SSOC.
Engineering • Planning e Landscape Architecture
July 6, 2006
Mr. Robert D. Gordon
NCDWQ
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Rob,
Accompanying this letter you will find:
I . Two (2) copies of the corrected Stormwater Permit Application Form
2. One (1) copy.of the Supplemental Forms for the proposed infiltration basins
3. One (1) narrative description of the plan (unchanged)
4. Two (2) 'sets of proposed construction plans (Sheets 1— 8)
5. Two (2) Supplementary Stormwater Cale Booklet
6. Two (2) copies of Notice of Intent
7. One (S&EC) Soils Report and Supplement
8. One (1) 8.5" x I I" Quad Sheet
9. One (1) copy of LLC operating agreement
Below are written comments and explanations related to the revisions that we made to
the plans in response to your review comments of June 1.
t . The Blufts Land Comppany, LLC Is listed as a manat]er managed LLG with the NC
Secretary of States ofTca. Mr. Duncan's titlo IP IlMad as mombar=anagor; this is not
an 6ppraprlato title for this type of LLC,- (rnana er or umber). Sto rmwat,ar regulations
raqui ro pormlta to be iwauae r to the Mama nr of tha LLC. Please provide documantation
that
Mr. Ou ncon Is a Manager of this LL�and cameo the title listed on tha application
(typically the operating agreement for the LLG cpntaine tho requirotl documentation).
Application has been corrected and a copy of the LLC operating
agreement is attached documenting Mr. Duncan's position.
2. Tho luaaatibn mop is vary faint and Difficult to read.
Location map has been made more readable and darker.
3_ Tha receivingg stream listed on page 2 of the appi4cotion appears to be, incorrect. Tha
project ie In tY,a White Oaic River basin, but it is not the receiving stream (SOouo
Sou r,c,
The receiving steam has been revised to show correct identification.
4_ Plaase list the impervious area (buildings, atreets, parking etc --- ) in square feet (not
acres) for oath ci lnege area on the ::application_
The areas have been revised to be expressed in S.F. instead of AC.
S. Pleaao Irst a few mare spot elevations to etarlfyy tlreinage patterns near the entrance of
the property. The OA is sM1own toptu re ail BL.IA, but the Spot elevations appear to
show at ,oast some runofF flowing back into the react.
Spots have been added and the grading very slightly revised,
6. Please add a note indicating the reef drains will be directed to the perm ltted system_
6ocause there is more ttaan qne basin, the note needs to be specific to which beean they
4-1-1 .
Notes have been added within each of the proposed drainage areas
designated on Sheet 5 to address the roof drains.
7. Pi0e50 dimennian the property boundary.
A note has been added to Sheet I referring to Sheet 2 for boundary
annotation, and the boundary annotation has been added to the boundary
as shown on Sheet 2.
1150 S. E. Maynard Road e Suite 260 e Cary, NC 27511 0 [phone] a Fax [phone]

a. Place Ge clarify the curb inlet design. On areas wtth no sidewalk. they appear to simply
be curb cut and a flume. when they must peas under the 0100WO lc. tho design Is
unolear. A 101.7" channel iG spociflod to convoy the runoff to the n.me. "rho curb Is
only 6" hlph. 0oea thtt runoff flow into a shallow CB prior to convayonce under the
sldew3alk'7
We have modified and clarified the inlet detail. The detail now shows
front, side, and plan views. Basically, the inlet device consists of a
channel fitted with a Neenah cover. The opening at the discharge end of
the channel is larger than the inlet end (at the curb) due to the fact that the
channel bottom slopes away from the curb and the walk slopes toward the
curb.
9. piaese address/Clarify the keyppess m"Ohaniam for the basins. Tha bypass CB's ceppoor
to be acting mil re as an overflow rather than am a bypass. rhey Should bypass altl'i©r at
the inlets or vary near tha Inlets to be ¢onaldarod q 6ypass. Notes - in IieU of a taypass,
ono oodlttonal 1.5" of storage can be provided in any infiltration basin.
The bypass inlets have been relocated such that they are now in close
proximity to the point at which water flows into the infiltration basins.
This proximity would allow the inlets to function as a bypass due to
natural short circuiting of the flow pattern in the larger storm events.
10. Fleas s show the bypass weir inverts on the drmwinos.
The elevations of the bypass weirs have been added to the plans (Sheet 5).
1 t. Wleaaa olarify the grass a nsely ep stated filter detall. It la unclaar if the cutlet chan"01
dotall (sheet 8} appllms to both the grass awaiea and the va ctatecl filter. Tho va{�atatod
Yltor detail should Include both a Ievei spraoclar (not just a r, rap apron) as wall as e
least a 5't t�15ttem width. Thera is no minimum bottom width (V-d Itch OK) an a swain.
Please also add spot elevations to the plan viaw of the vegetated filter. Alan, the detail
teferenca below outlet 10 appoara to refar to on incorrect drawing sheet.
The detail for the vegetated filter has been modified to show a 5' base.
Spot elevations have been added to the plan view for clarity, A level
spreader has been added below each of the two discharge dissipation pads.
12, Tho 0^ for bass- t3 S (a portlon of) basin 4 appear to t.a directed through the same inlet
and split by 2 swalos (seine to dlffa rant begins). Thies not an acca aria bid canvayance as
It la IlKely that most runoff tough the i-tet will go to ono basin or the other. It amy ba
possible to carnbina the two basins or create another inlet to better direct all fi= to tho
proper beam.
The identified problem has been resolved by adding an additional curb
inlet.
13. There appears to be " dlscrepancy batwoon the BUA listed on shoot 2 of the drawings
and the application.
The building area as identified o the previous plans ignored the courtyards
located within the perimeter of the building. The revised plans take the
courtyards into account. The numbers now agree.
14. Ploasa prnvlda a crone -section of the infiltration basin with call portinant elevations listetl,
Incl"cling the SHvV'F', For multiple basins, a table of elevatlons Is ®ocepta LUlo.
A typical cross-section has been added for the infiltration basins. A table
has been added to provide the basin -specific elevations for the features
identified on the section.
Please let me know if you need any additional information to assist you in your review.
Sincerely,
WILLIAM G. DANIEL & ASSOCIATES, P.A.
William G. Daniel, P.E
Attachments: as stated
tttUtitnflts
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y * * * COMMUNICATION RESULT REPORT ( JUN. 1.2006
FILE MODE OPTION ADDRESS (GROUP)
------------------------------- T*-----------------------------------
026 MEMORY TX 9-19194607585
REASON FOR ERROR
.E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
P. 1
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TTI NCDENR WIRO
RESULT PAGE
--------------------------
OK P. 3/3
E-2) BUSY
E-4) 110 FACSIMILE CONNECTION
FAX COVER SHEET
Date: June 1, 2006 No. of Pages: 3
To: Bill Daniel, PE From: Robert Gordon
Express permitting section
Company: Wm. G. Daniel & Associates FAX # [phone]
FAX #: [phone] Phone [phone]
DWQ Stormwater Project Number: (not assigned)
Project Name: Crystal Bluffs Rehabilitation Center
MESSAGE:
Attached is the request for additional information for Crystal Bluffs. The original
will be mailed to the applicant and a copy will also be mailed to you, Please call
if you have any questions. Thanksl
Just to clarify a flew points:
This application has quite a few comments. I have to assign a re -
review date for the project of July 11 (unfortunately that is my next
available date). Feel free to resubmit as soon as the comments have
been completed -- I will do my best to process it sooner, but I cannot
commit to re -reviewing the project prior to July 11.
l."^% It kl_- ---1-1__I-- - -:u a— — ——...__' A...-:-_n-. J.I-:.. __ --- -1 e—

FAX COVER SHEET
Date: June 1, 2006 No. of Pages: 3
To: BIII Daniel, PE From: Robert Gordon
Express permitting section
Company: Wm. G. Daniel & Associates FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: (not assigned)
Project Name: Crystal Bluffs Rehabilitation Center
MESSAGE:
Attached is the request for additional information for Crystal Bluffs. The original
will be mailed to the applicant and a copy will also be mailed to you. Please call.
if you have any questions. Thanks!
Just to clarify a few points:
■ This application has quite a few comments. I have to assign a re -
review date for the project of July 11 (unfortunately that is my next
available date). Feel free to resubmit as soon as the comments have
been completed — I will do my best to process it sooner, but I cannot
commit to re -reviewing the project prior to July 11.
■ (#6) -- If the roof drains spill on the ground, typically this comment is
satisfied by amending the note that calls out the drainage area line, such
as "basin drainage area boundary — all roof drains within this boundary
shall be directed to the same infiltration basin" (of course feel free to do
satisfy this comment in whatever way you feel appropriate the above is
simply one way it has been done in the past)
(#12) — A pipe connecting basins 4&5 will take care of this as long as the
storage/overflow elevations are the same in the basins.

Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 1, 2006
Mr. Noah Duncan
The Bluffs Land Company, LLC
117 Edinburgh South, Suite 203
Cary, NC 27511
Subject: Request for Additional Information
Stormwater Project No. SW8 (not assigned)
Crystal Bluffs Rehabilitation Center
Carteret County
Dear Mr. Duncan:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Crystal Bluffs Rehabilitation Center on May 25, 2006. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The Bluffs Land Company, LLC is listed as a manager anaged LLC with the NC
Secretary of States office. Mr. Duncan's titl is iiste s member/manager; this is not
an appropriate title for this type of LLC (rrj1r;, agermember). Stormwater regulations
require permits to be issued to the Marl of e LLC. Please provide documentation
that Mr. Duncan is a Manager of this LLC correct the title listed on the application
(typically the operating agreement for the LLC contains the required documentation).
2. The location map is very fain#�an is t-ta read.
3. The receiving stream listed on ag 2 of the application appears to be incorrect. The
project is in the White Oak Riv /idings,
t-it"is not the receiving stream (Bogue
Sound?).
4. Please list the impervious areV streets, parking etc...) in square feet (not
acres) for each drainage area acation.
5. Please list a few more spot elevatiMaoeall
s to arify drainage patterns near the entrance of
the property. The DA is shown to BUA, but the spot elevations appear to
show at least some runoff flowing ck into the road.
6. Please add a note indicating thetroof rains will be directed to the permitted system.
Because there is more thgne ba 'n, the note needs to be specific to which basin they
drain to. /
7. Please dimensionproperty boundaje
8. Please clarify the curb inlet design. On with no sidewalk, they appear to simply
be a curb cut and a flume. When the pass under the sidewalk, the design is
unclear. A 10'x7" channel is specified to convey the runoff to the flume. The curb is
only 6" high. Does the runoff flow into a shallow CB prior to conveyance under the
sidewalk? No rtliCarolina
Jllaturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Inlernct: www.ncwaterquah[y.ork
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Crystal Bluffs Rehabilitation Center
June 1, 2006
Stormwater Permit # (not assigned)
9. Please address/clarify the bypass mechanis or the basins. The bypass CB's appear
to be acting more as an overflow rather th as a bypass. They should bypass either at
the inlets or very near the inlets to be c sidered a bypass. Note — in lieu of a bypass,
and additional 1.5" of storage can be provided in any infiltration basin.
10. Please show the bypass weir rts on the drawings.
11. Please clarify the grass swalelvegetate�i-filter detail. It is unclear if the outlet channel
detail (sheet 8) applies to botVael
es swales and the vegetated filter. The vegetated
filter detail should include botspreader (not just a rip -rap apron) as well as at
least a 5 ft bottom width. Theminimum bottom width (V-ditch OK) on a Swale.
Please also add spot elevations to the plan view of the vegetated filter. Also, the detail
reference below outlet 10 appears to refer to an incorrect drawing sheet.
12. The DA for basin 5 & (a portion of) basin 4 appear to be directed through the same inlet
and split by 2 swales (going to different basins). This not an acceptable conveyance as
it is likely that most runoff trough the inlet will go to one basin or the other. It amy be
possible to combine the two basins or create another inlet to better direct all flow to the
proper basin.
13. There appears to be a discrepancy between the BUA listed on sheet 2 of the drawings
and the application.
14. Please provide a cross-section of the infiltration basin with all pertinent elevations listed,
including the SHWT. For multiple basins, a table of elevations is acceptable.
Please note that this request for additional information is in response to a partial, preliminary
review. The requested information should be received by this Office prior to July 12, 2006, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Wt) - r
h-,L--
Robert D. Gordon
Environmental Engineer II
ENBIRDG: S:1WQSlSTORMWATERIADDINFO120061CrystalBluffs.jun06
cc: Bill Daniel, PE
Robert D. Gordon

William G. Daniel & Associates
Engineering* Planning - Landscape Architecture
TO: Qober� b. (sorcion
�n1,1rn,n��bn Re°GtOilct� �TTI�G
PROJECT: % kr_t__t_ 4 Re�cb,�{ hoa _r
Please find the following items
Transmitted by: Fax Fax dumber:
DATE: 5�2Lil0 (v
MAY �, 5 M6
�v•
Pages:
Mail Pick -Up Delivered Overnight
For your: L.ClApproval Information Use Records Distribution
Review & Comment
Letter of
Transmittal
Copies
Revision date
Description
A r
i OaIfpINF�I- 4 C00 StormwaAe ( M nG Gnu aQI it t' of r
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.rn-�`i1�rc-�'o.� [�c�s,•, 5a lcrnen+ Forms �r C3a ~hs 1-(0.
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REMARKS:
COMES TO: 4e
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cc 'C v ce_ Lj o
V IN -- �1-r-\�--
1150 S.E. Maynard Road, Suite 260, Cary, N.C. 27511 • [phone] - Fax [phone]

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NCDENR
North Carolina Department of Environment and Natural Rosources j O
127 Cardinal Drive, Wilmington NC 28405 (910) 7967730.7 FAX. [phone] f
Request for Express. Permit Review
FILL-IN all'information below and CNECK.required Permit(s).
FAX or email to Cameron.lNeavef2ncma11,net along with a narrative and v1dlnitV map of the project locatlon.
Projects must be submitted by 9:00 A.M. of the'review date, unless prior arrapgements are made.
T-t Is.C1 l�aa'C'l �lt✓ tin.rlJc t J�
APPLICANT Name
Company r_eEATZ Iat1L1_`_ tl� —
Address�t.sutr z�3 City/State � oZip z7s r r CountyA�/
Phone R B6sG Fax - 46 . t U . Email�-__enfc. rcl -art-_ @ a
PROJECT Name_�"tt fZ.- _ i-bR1Y GS �T �=�T� �}CT t�tbt-[ (�fa �7 G t rt
PROJECT SYSTEM(S) TRIBUTARY TO 0JALT;F__ eAt� (STREAM NAME) RIVER BASIN
ENGINEER/CONSULTANT
Company t t� t l t1 1 t_._ U t—A s soG. aTTa : 3L LL-oa.r-it>�
Address_) S . 15, iAA\Y0'k-PzD F_D City/State 0 h _r _Zip _County to )AV;�
Phone�� 4 7 Q r1_Fax R uGo �78 5" Email bc�ea n ir2li +,,C p,Q ca
State or National 'Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name.
[,STORMWATER [ILow Density ❑ High Density -Detention Pond ❑ High Densily-Othe
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter N High Density-Infil(ration ❑ Off Site
........................................ .-..-------------------. ---------------------------------------------------------------------------------------•.............
COASTAL ❑ Excavation.& Fill ❑ Bridges & Culverts. ❑ Siructures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development. ❑ Urban Waterfront
LAND QUALITY Erosion.and Sedimentation Control Plan with 4�• +�acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes X No Isolated Wetlands on Properly ❑ yes ❑,No
Check all that apply Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts; • ,Acre(s)
Wetlands Delineation has been completed ❑ Yes.❑ No ❑.Buffers Impacted: Acres)
USACOE Approval of Delineation completed. ❑ Yes ❑ No
404 Application in process w1USAC0E ❑Yes ❑{Vo 1 Permit received from USACE []Yes _]No
401 Application required ❑Yes ❑ No . It Yes, ❑ Regular ❑ Express
--------
Additional-fees, not to exceed 50% of the original Express Rev .low permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

A N,
. 111.G.
lainiel
an- ssoce
Engineering • Planning • Landscape Architecture
April 19, 2006
Mr. Cameron Weaver, P.E.
Express Review Coordinator
NCDWQ
127 Cardinal Dt•ive
Wilmington, NC 28405
Ref: Century Care in Morehead City
Deai• Mr. Weaver,
Accompanying is a request for Express Review for Erosion & Sedimentation Control and
Stormwater Management Plan.
The proposed project is located on a 5.02 acre parcel on Bridges Street Extension in
Morehead City. The proposed use is a convalescent home, The project will have an
impervious area coverage of approximately 64%. The total disturbed area will be
approximately 4.6 acres. The proposed stgrmwater BMPs are infiltration basins.
Mr. Don Wells oi' Soil &. Environmeiltal Cansultallts has performed tlie' on -site soils
investigation. Don and I mct on the site with Mr. Vincent Lewis of DWQ ot, April 23,
2006. It is my understanding that Mr. Lewis concurred with Don's conclusions regarding
the soil conditions and infiltration rates referenced in Don's'report.
We would like to have the Express Review scheduled at the first available opportunity.
I appreciate you assistance to date.
Sincerely,
William G. Daniel & Assoe'ia'tes;i'P.A.
F
r�-
William G. Daniel, P.`"; '{•�r;..'. =
Presidents
1150 S. E. Maynard Road • Suite 260 • Cary, NC 27511 1 [phone] • Fax [phone]

CENTURY CARE
MO,REHEAD CITY, NC
VICINITY MAP
NTS

0

AViR�
NC®ENR
North -Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
5/12/2006
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Bluffs Land Company LLC
Mr. Noah K. Duncan, Member Manager
117 Edinburgh South, Suite 203
Cary, NC 27511���+
RE: Project Name: Crystal Bluffs Rehabilitation Center EXRRESS 2 1pp�y
Project ID: Carte-2006-412
County: Carteret, Morehead City, Bridges Street
River Basin: White Oak
Submitted By: William G. Daniels & Associates, P.A. X
Date Received by LQS: May 12, 2006
Plan Type: NEW
Dear Mr. Noah K. Duncan:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Chastity Cfark
Assistant Regional Engineer
Land Quality Section
cc: William G. Daniels P.E., William G. Daniels & Associates, P.A.
LQS-WiRO; •SWS-"VT40
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North CaroMa 28405-3845 • Phone: [phone] I FAX: [phone]

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STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench
A. Site Plan
1.
Development/Project Name
✓ _
2.
Designer's seal, signature, name and firm.
✓
3.
Legend
4.
North Arrow
5.
Location Map with direction, distance to named streets, NCSR numbers.
6.
Scale
7.
Date
./
8.
Revision number and date.
✓A
9.
Original contours, proposed contours, spot elevations, finished floor elevations.
10.
Existing drainage, including off -site. Include a map of any offsite areas.
✓+,-
11.
Property/Project boundary lines, dimensioned.
N}4
12.
Mean High Water Line, if necessary.
�f
13.
Drainage easements, pipe sizes.
✓
14.
Wetlands delineated, or a note on the plans that none exist. Infiltration system
may not be located in a wetland.
15.
Details of the road, parking, cul-de-sacs, including sidewalks, curb and gutter..
16.
Drainage area to each basin/trench delineated.
17.
Level spreader mechanism within a basin. (Not needed for trench).
18
Vegetated filter detail if SA waters involved. This is NOT a connector ditch.
19.
Dimensions of the road, parking cul-de-sacs, sidewalks, and curb and gutter.
20.
Unit footprint with dimensions and concrete wood deck areas noted.for
apartments or condo development.
21.
Basin section with:
Bottom elevation
Storage elevation
Slopes: 3:1
22.
Trench section with:
Bottom elevation
Height and width of trench.
Perforated pipe size
Filter fabric
Fill material
23.
Bypass structure detail. Must bypass prior to entering the pond/trench.
(Contact DWO for required design storm if no bypass is provided.)
24.
Location of monitoring wells, if necessary.
25.
Vegetation requirements. Weeping Love Grass is not suitable for use in NC.

,1
STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATIONIEXFILTRATION SYSTEMS
Basins and Trench
B. Calculations
1. Required volume, 1.5" for SA, 1.5" for non -SA, for bypassing systems. Contact
DWQ for design storm for non -bypassing systems.
2. Provided volume.
3. Drawdown time for the basin/trench.
4. Built -upon area draining to each basin/trench
C. Supporting Documentation
1. A completed permit application and supplement.
a. Is the person who signed the landowner or a leasee? Must be
landowner.
b. Sections completely filled in and initialed.
G. Check signature per .1003 (e). Make sure title is provided.
d. If agent signs, signatory authorization from owner.
e. Infiltration supplement sheet provided.
f. Mailing address & phone of applicant- no C/O.
g. Verify water body classification.
h. Missing information.
i. Hand initial design requirements.
2. Soils report
a. Type of soil
b. Bore location log
C. Depth to Seasonal High Water Table
d. Expected infiltration rate. Use lowest value if a range is specified.
3. Proposed deed restrictions, if applicable.

o�0� W Ar�9%
r
0 Y
July 20, 2006
Mr. Noah K. Duncan, Manager
The Bluffs Land Company, LLC
117 Edinburgh South, Suite 203
Cary, NC 27511
Subject: Stormwater Permit No. SW8 060534
Crystal Bluffs Rehabilitation Center
High Density Project
Carteret County
Dear Mr. Duncan:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Crystal Bluffs Rehabilitation Center on July 7, 2006. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 060534 dated July 20,2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 20, 2016, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 1508 of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Robert Gordon, or me at [phone]:
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlydg: S:1WQSISTORMWATIPERMIT1060534.ju106
CC' Bill Daniel, PE
Katrina Marshall, Carteret County Building Inspections
Robert Gordon
Wilmington Regional Office
Central Files
rn1C
NojihCarolina
Aaturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service I-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] fnternet:.vww.ncwa1crquali1y.orR
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060534
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Noah K. Duncan & The Bluffs Land Company, LLC
Crystal Bluffs Rehabilitation Center
4004 Bridges St. Ext., Morehead City - Carteret County
FOR THE
construction, operation and maintenance of 6 infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules' and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division.of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until July 20, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls have been designed to handle the rungff from the following impervious
areas: Basin 1 - 19,428 ft , Basin 2 — 27,312 ft , Basin 3 — 14,767 ft , Basin 4 —
35,850 ft , Basin 5 — 15,899 ft , Basin 6 — 19,950 ft . The overflow/bypass runoff
from each basin must be directed to a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allocation of built -upon area for
future development in this permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060534
The following design criteria have been provided in the infiltration basins and
must be maintained at design condition:
,VFW V
Y h i ts
I n f, I irk f 6,, b�;i n',
j ti66-B, --
6sin #2 '�:J'Mijlfra` -
Drainage Area
Onsite
Offsite
ft2
26,920
26,920
0
35,893
35,893
0
Total Impervious Surfaces
ft2
19,428
27,312
Basin Depth
feet
2,5
2.0
Design Storm
inches
1.5
1.5
Seasonal High Water Table
FMSL
22.0
22.0
Bottom Elevation
FMSL
24.5
25.0
Permitted Surface Area @Bottom
ft2
528
1,041
Permitted Storage Volume
ft3
2,468
3,450
Storage/Bypass Elevation
FMSL
27.0
27.0
Expected Infiltration Rate
in/hr
8.95
8.95
Time to Draw Down
hours
6
4.2
Type of Soil
Sand
Receiving Stream
Bogue Sound
River Basin
White Oak
Stream Index Number
20-36-(8.5)
Classification of Water Body
SA;HQW
j
Lj'
W
ltr6 tidri'j Basin. #31
'i b 44,
1 hfilt(a ion.,,, asin,
Drainage Area
Onsite
Offsite
Acres
ft2
ft2
32,017
32,017
0
50,530
50,530
0
Total Impervious Surfaces
ft2
14,767
35,850
Basin Depth
feet
2.0
2.0
Design Storm
inches
1.5
1.5
Seasonal High Water Table
FMSL
22.0
22.0
Bottom Elevation
FMSL
24.0
24.0
Permitted Surface Area @Bottom
ft2
1,055
2,432
Permitted Storage Volume
ft3
3,171
7,742
Storage/Bypass Elevation
FMSL
26.0
26.0
Expected Infiltration Rate
in/hr
8.95
8.95
Time to Draw Down
hours
2.7
2.4
Type of Soil
Sand
Receiving Stream
Bogue Sound
River Basin
White Oak
Stream Index Number
20-36-(8.5)
Classification of Water Body
SA;HQW
L
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060534
=3 �.
t9 -
Units
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Infiltration,Basing#5E
.}.,
- u
Ihfiltration;Basin'#6ti
Drainage Area
Onsite
Offsite
Acres
ft2
ft2
21,780
21,780
0
27,530
27,530
0
Total Impervious Surfaces
ft2
15,899
19,950
Basin Depth
feet
2.5
2.5
Design Storm
inches
1.5
1.5
Seasonal High Water Table
FMSL
22.0
22.0
Bottom Elevation
FMSL
24.5
24.5
Permitted Surface Area @Bottom
ft2
350
528
Permitted Storage Volume
ft3
2,067
2,468
Storage/Bypass Elevation
FMSL
27.0
27.0
Expected Infiltration Rate
inlhr
8.95
8.95
Time to Draw Down
hours
7.4
6.1
Type of Soil
�,`5 "'
Sand
Receiving Stream
Bogue Sound
River Basin
=tea:F ;=
White Oak
Stream Index Number
��r�` �'
20-36-(8.5)
Classification of Water Body
`' "> ,. v
SA;HQW
11 W1'Yy:141111111111111*i1ZflOV11»I_IZIIa0
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 4of8

State Stormwater Management Systems
Permit No. SW8 060534
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not -transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 060534
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 201h day of July, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060534
Crystal Bluffs Rehabilitation Center
Stormwater Permit No. SW8 060534
Carteret County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 060534
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 8 of 8

r.'2i20i2006 11:00 FAX
r'
Q O
Soil & Environmental Consultants; PA
11010 Maven Ridg-. Road • Raleigh, North Carolina 27614 • Phone: [phone] • F=: [phone]
FACSIMILE SHEET
FAX NO. (919) 846-9-067
DATE: d Project Number:
TO: NAME: CC:
COMPANY:
FAX NUMBER:�� d
FROM: „ "birL UJCan SUBJECT:
The following items are being faxed: Number of pages including transmittal sheet: t�
For Your Comments/Approval
Per Our Conversation
Please Advise
Would Like To Discuss
HAKD COPY SENT:
US Regular Mail
Overnight
REMARftS:
For Your Information
Per Your Request
Please Call
Please Handle
Hand Delivery
No Hard Copy Sent
IF YOU HA VF NY PROBLEMS WITH THIS "TRANSMISSION, PLEASE
CONTACI` AT (s1g) 84G-5soo.
*CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addressed and may contain
information that is privileged and confidential. If the reader of this messagc is not the intended recipient, you are hereby
notified that any disclosure, distribution or copying of this information is strictly prohibited If you have received this .
transmission in error, please notify us immediately by telephone and return the faxed documents to us at the above address
via the United States Postal Service.
Ch3iftc Officc Grrcrtsl�oro office
236 UPhillip Coum Suite C 38i7-E Lawndalc Drive
Concord, NC 28025 Grcensbcoro, NC 27455
Phone: [phone] Phone_. (336) 54ik8234
,nne� q,%n nnrtiK F2r• r;lnl 5da-A2-15

w2/20/2006 11:00 FAX
Z 002
Environmental Consultants, PA
Road - Raleigh, !North Carolina 27614 - Phone: (919),846-5900 Fax: [phone]
www.SandEC.eom
February 17, 2006
S&EC Project 9, 10127.5-1
William G. Daniel & Associates
Attn: Mr. Bill Daniel
l 150 S.E. Maynard Road. Suite 260
Cary, NC 27511
Re: Century Care Site, Morehead City, NC
Dear Mr. Daniel:
On February 8, 2006, Soil & Environmental Consultants, PA (S&EC) ,performed a soil
evaluation and Saturated Hydraulic Conductivity (Ksat) measurements at the site
referenced above. This was completed at your request to determine conductivity rates for
on -site storm water retention, treatment and/or disposal'. Based on our discussion, this
impoundment area will be approximately 30 to 36 inches below current land surface_
The location of the proposed bio-retention impoundment area is in a wooded area along
the northern property line.
Based on hand auger soil borings made to a depth of four feet below land surface, a
seasonal High water table was noted at 24 inches below land surface. This seasonal high
water table is noted by a spodic borizon located in the soil profile. A spodic horizon is a
zone of organic cementation and/or accumulation and it is considered a "water
restrictive" layer. The soil series that is located at this site is similar to the Leon Soil
Series. The Leon soil is a poorly drained soil formed from coastal plain sediments_ Refer
to the soil profile descriptions for additional information. The soil boring locations are
shown on the attached sketch map.
On the northwestern to noilh-central part of the property, S&EC did observe a "perched"
water table at a depth of 24 inches below land surface and the soil had moist to wet soil
conditions above this depth during the evaluation. On the northeastern side of the
property, S&EC did not encounter groundwater witbiun 48 inches of the land surface. If
more detailed water table information is needed, we recommend installing monitoring
wells in order to measure the actual water table; however it is the opinion of S&EC that
this depth will be at (or slightly greater than) 24 inches below land surface in most areas
of the property, especially during the winter months.
Saturated hydraulic conductivity (Ksat) of the unsaturated zone was measured in situ
using Compact Constant Head Permeameters (CCHP). The method used in these
measurements is the constant -head well permearneter technique (also known as shallow
well pump -in technique and borehole permeameter technique) described in "Amoozegar,
A. and A. W_ Warrick_ 1986, Hydraulic conductivity of saturated soils: Field methods.
p. 735-770, In A. Klute (ed.) Methods of Soil Analysis, Part 1. Physical and
Ct�.ul4tte affic,.�: SIT�.CA4 om cc:
236 LePhillip Court, Suite C 3817-E Uwndde Drive
Concord, NC 28025 . Grtensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

(12/20/2006 11:00 FAX
16000
Mineralogical Methods. Agronomy Monograph (2nd ed.). Am. Soc. of Agronomy,
Madison, WL," and "Amoozegar, A_ 2004_ Soil permeability and dispersion analysis_ p.
625-677. In R D. Down and J_ R Lehr. Environmental Instr unentation and Analysis
Handbook. John Wiley and Sons, Inc. Hoboken, New Jersey."
The Ksat was measured. at one location at a depth of 38 inches below land surface. The
desired depth (head) of water in the hole was set at 6 inches. Because of high
conductivity of the soil, two CCFTPs were used to provide water to each anger hole. Even
with two -CCBPs providing water to the hole it was not possible to provide the desired 6-
inch depth of water in the hole and the measured amount of water flowing from each of
the CCHPs was greater than the maximum amount that could flow from the units
appropriately, Therefore, ,,ve calculated a Ksat value using 180 cm3/mianute from each
CCHP (360 cm3/minute for two units) and 6 inches of head. The resulting Ksat
[approximately 17.9 ft/day equivalent to 135 gal/(ftzd)] is conservatively less'than the
actual saturated hydraulic conductivity of the soil at this site.
Site # SO Horizon Sole Depth. Ksat value (in/hr)
Ksat-1 BH, Sand 38"
9.95
Due to the very moist soil conditions, the lower portion of the soil could not be tested
with the Ksat permeameter. A water "slug" test measurement would be needed to
definitively show the measured conductivity rates in these lower soil layers. Depending
on which location is used and the depth of the basin, the spodic soil layer may have to be
removed to meet the 0.52"ltnr hydraulic conductivity threshold.
As noted above, the measured rates were made in -the unsaturated soil zone and are not
intended to provide values of the saturated zone, possible mounding or the rate of water
movement off site.
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we
look forward to assisting in the successful completion of the project. Please feel free to
call with any questions or comments.
Sincerely, ��
on �t 29
NC Licensed Soil Scientist

02/20/2006 11:01 FAX
10004
Century Care
Baring 01 (Ksat 1)
Profile Description
00
Q01
j 17
n"M
Oa
0-2
Organic Matter
NA
NA
A
2-15
Sand
2-5 Y 3/0
Granular
E
15-24
Sand
10 YR 6/2
Granular
13hl
24-34
Sandy Loam
to Sand
7.5 YR 3/3
Weak
Granular/Blocky
Bh2
34-48
Sand
10 RY 6/4
Single Grain
I
* No Water within 48" from land surface
Boring *2
Profile Description
R 14 '.q
L
mi
� I�v
Oa
0-2
Organic Matter
NA
NA
A
2-12
Sand
10 YR 4/1
Granular
E
12-28
Sand
10YR7/2
Granular
Bhl
28-42
Sandy Loam
to Sand
10 YR 3/3
Weak
Granular/Blocky
Bh2
42-48
Sand
10 RY 2/0
Single Grain
* Water at 24" from land surface
CoAtuyCare-prafit"escAbi

96V20/2006 11:01 FAX
10005
Boring #3
Profile Description
Oa
0-2
Organic Matter
NA
NA
A
2-10
Sand
10 YR 4/1
Granular
E
10-24
Sand
10 YR 7/2
Granular
Bhl
24-30
Sandy Loam
to Sand
7-5 YR 3/3
Weak
Granular/Blocky
Bh2
30-48
Sand Loam
10 RY 3/3
Single Grain
*Water at 28" from land surface
CenhuyC&re-profde-desc.tbI

to
0
a
TOTAL PARKING = 105 SPACES -I SCALE 1" = 40`
E�
JAN. 16, 2006

W
U
4
r-
9'
TOTAL PARKING = 105 SPACES
i
EI P
`-4—-�
SCALE 1" = 40'
��e,
JAN. 16, 2006
/
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�i rrr L/l�! �l,!• I / I r
/ fir'/1,,;���,,� • / �,I f 1 I
Z,
25' TRAVEL LANE
/
CES / 96 SPACES
LUfF W, J I LL L I L.�
I I 1II
111I
� lllil
If
w z II11
Ills
9N ' I I
N II
f% It
N
11
� I
50' ACCESS �ASEMENT
_ (Map Book 29,fcige 884) 6Lr;
SPACLS r r n� / ! —-TSPACES—
— 25' Tf;%VEL LgNNE
_—
fPEr,15TRIAN AND SICYCLE PATH PAVED R/WN \ 4 1
1_ EIR L\
8 � i
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