SW8980829_HISTORICAL FILE_20190107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW g1�Q��
UOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Govemur
MICHAEL S. REGAN
Secrridry
WILLIAM E. (TOBY) VINSON, JR.
interim Direclor
January 7, 2019
Southern Assisted Living, Inc.
Atin: Mr. Roger Harper
1 1 1 ]Westwood Place. Suite 400
Brentwood, ]-N 37027
NORTH CAROLINA
Environmental Quality
Subject: Notice ol'I'ermit Extension and Renewal Request
Slate Stormwater Management Permit No. SW8 980829
Carolina HouselSouthern Assisted Living of Morehead City
Carteret County
Dear Mr. Harper:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEiviLR). All previous references to
DWQ will remain in older stonnwater permits issued prior to August 1, 2013 until they are modified,
transferred; or renewed. Please note that this letter references DEMLR as the Division responsible for issuance
of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406, This law impacted any development approval
issued by the former Division of ]Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any stormwater permit that was set to expire during this time frame to three (3) years from
its current expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an
extra year for a total of four (4) years extension. Accordingly, this permit,.which was set to expire on January
14, 2009, shall now be effective from the date of issuance until January 14, 2013, which includes all available
extensions.
State Stormwater Management. Permit #SW8 980829 for the subject project was last issued on January 14,
1999 to Southern Assisted Living, Inc. and expired on January 14, 2013 as noted above. Per 15A NCAC
21-1.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180 days prior to the
expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. If this
is still an active project, please complete and submit a renewal application prior to February 8, 2019. The
renewal application can be found at the following website under the Applications Forms section:
hill2LL/idLc}.nc, f)4` }'i�311{)lltrciiyisions!zn�r 4'. ttti, era]._[aite.-resnErrcc emer y-mil?ctil lil...........d u,s �tcll►n��,at�_r:
prt� ranvPg'si-cor�strui`.tion. Please note that if they have not already been submitted to the Division, the
permit renewal request must be accompanied by the required Designer's Certification and the recorded
documents (if applicable). If this project has not been constructed and a permit is no longer needed, please
submit a request to have the permit rescinded.
Additionally, a review of the North Carolina Secretary of State corporation's database revealed that this
corporation has a new address and new point of contact. Please submit a completed Permit Information
Update Form to correct your contact information which' is available on our website at:
�3ttps_/Icieq.nc.�rn:%abiiut;'fiivisifrnsiel3 r�»-fni=� ral-ltncl-rr,5fipcce r' n rgr-iltin�ral_..'»� ]tle��Sic)t131�S,atc....-
prc�i�,l�trnf}1{>>] �f?n4trtaetifn�. - -
Please be advised that you are required to comply with the terms, conditions and limitations of the Stormwater
Management Permit under Title 1 SA North Carolina Administrative Code 21-I .1003 and North Carolina
General Statute 143-214.7 until you submit the required Permit Transfer Application Form to the Division and
receive approval from the Division to transfer the permit or, if the site has not been built, submit a request to
rescind the permit and receive approval. This includes providing the necessary operation and maintenance of
the permitted stormwater system. The Permit Transfer Application Form is available on our website at:
iltt,l)S:� del_nc:,s ov/aboil /divislot is/energv=lr)inQral-latid-rtasourc,csretter,_)v-rninertal-land-rul�sf5torrn
i t+ rent i),I construction. — - —
—��-t.., North Carolina Department of Environmental Quality ' Division of Energy. Mineral and Land Resources
rnf D1Wilmington Regional Office 1127 Cardinal Drive Extension ' 4l'ilmington. North Carolina 28405
141
ooranmamaE—b 1.1 G."R, 9]0.796.7215

State Stormwater Permit No. SWS 980829
Pagc 2 of 2
' The operation of the stormwater treatment system without a valid and active permit, and/or failure to provide
the Designer's Certification and/or failure to operate and maintain the stormwater treatment system, are
violations of XCGS 143 Article 21 and may result in appropriate enforcement action. If you have any questions
regarding this matter, please contact Garrett 7orda at [phone] or [e-mail].
Sincer ly,
�., Danny Smitrjntcrim Director
Division of Cncrgy, Mineral and Land Resources
GDS/gdz: \11Stormwaterl]'ermits K. Projects11998\980829 HD12019 01 req_ren 980829
cc: Wilmington Regional Office file

North Carolina Sccrctary of State Scarch Results
Page 1 of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Southern Assisted Living, LLC
Prev Legal Name
Southern Assisted Living, Inc.
Information
Sosld: 0369303
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 1/1/2011
Registered Agent: Corporation Service Company
Addresses
Mailing
111 Westwood Place, Suite 400
Brentwood, TN 37027-5057
Reg Office
2626 Glenwood Avenue, Suite 550
Raleigh, NC 27608-1370
Company Officials
Principal Office
111 Westwood Place, Suite 400
Brentwood, TN 37027-5057
Reg Mailing
2626 Glenwood Avenue, Suite 550
Raleigh, NC 27608-1370
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Manager Manager
Lucinda M. Baier Mary Sue Patchett Chad C White
111 Westwood Place Suite 400 11 Westwood Place, Suite 400 111 Westwood Place Suite 400
Brentwood TN 37027-5057 Brentwood TN 37027 Brentwood TN 37027
https:ll«r�i,\i,.sosnc, govlonline_serviccslscarchll3 usiness_lZegistration_IRe;sults 1 /7/2019

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A
_ BUSINESS CORPORATION
tNNUAL REPORT
NAM,'OF BUSTNI SS CORPORATION: Southern Assisted Living, Inc
FISCAL YEAR ENDING: 2010
SECRETARY OF STATE, CORPORATE ID NUMBER: 0369303
NA'I'IJRT? OI- BUSINE?SS: own/operate./manage senior livingjacilities
REGISTERED AGENT: CT Corporation Syrlem
REGISTERED OFFICE MAILING ADDRESS: 150 Fayetteville St., Box 1011
Raleigh, NC 27601
E-Filed Annual Report
-1-0-4728722
For year 2010
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 150 Fayetteville St., Box 1011
Raleigh, NC 27601 Wake Counh,
PRINCIPAL OFI,'ICE TELEPHONE NUM I3 -R: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 330 North Wabash, Suite 1400
Chicago,11, 60611
PRINCIPAL OFFICE STREET ADDRESS: III Westwood Place. Suite 200
Brentwood, TN 37027
a
PRINCIPAL OFFICERS:
Name: 7. Andrew Smith Name: John P Rijos Name: Kristin A Ferge
Title: Secretary 'Title: President Title: Treasurer
Address: Address: Address:
I II Westwood Drive, Suite 200 330 North Wabash, Suite 1400 6737 West Washington, Suite 2300
Brentwood, TN 37027 Chicago, IL 60611 Milwaukee, WI 53214
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY AI..L BUSINESS CORPORATIONS ,
John P Rijos 02/04/2010
FORM MUST BF, SIGNED BY AN OFFICER OF THE CORPORATION DATE,
John P Rijos . President
TYPE OR PRINT NAME TYPE OR PRINT TITLE:
ANNUAL REPORT FEE: $18 MAIL TO: Secretary of State • Corporations Division • Pod Office Box 29525 • Raleigh, NC 27626-0525

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LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAMI; OF LIMITED LIABILITY COMPANY: Southern Assisted living, LLC
REPORT' FOR THE. YEAR: 2012
SECRETARY OF STA I'E L.L.C. ID NUMBER: 0369303
NATURE OF 13USINESS: own/tnanage%perate senior living facility
REGKrFRED AGENT: 0' Corporation Systenr
REGISTERED OFFICE MAILING ADDRF,SS: 150 Fayetteville St., Box 1011
Raleigh, NC 27601
F-Filed Annual Report
-1-0-9662168
Do not data enter manually_
STATE OF INCORPORATION: NC
REGIS'1'EItE1)OhFICE S'LRI'sET ADDRESS: 150 Fayetteville St., Box 1011
Raleigh, NC 27601 Wake County
PRINCIPAL OFFICE TELEPIIONE: NUMBER: 6152212250
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE' STREET ADDRESS
MANAGERS/M IM I3 ERSIORGANI7 ERS:
II I Westwood Place, Suite 400
Brentwood, `l'N 37027
111 Westwood Place, Suite 400
Brentwood, 7'N 37027
Name: W li Sheriff Name: Alark W Ohlendor f Name: John P Rifos
Title: Manager Title: Manager Title: Manager
Address: Address: Address:
I I Westwood Place Suite 400 6737 IF IVashington Suite 2300 111 Westwood Place Suite 400
Brentwood, 77V 37027 1filwaukee, Wl 53214 Brentwood, 7N 37027
CERTIFICATION Oh ANNUAL REPORT MUST BE COMPLETED BY ALI, LIMITFD LIABILITY COMPANIES
John P Rijos
FORM MUST RI, SIGNED BY A IMANAGERlMF:MBER
John 1' Rijos
03/ 14/2012
DATE;
Manager
TYPE OR PRINT NAME 'TYPE OR PRINT TITLE
ANNUAL REPORTFEE: S200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

NCDETIR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 20, 2009
Mr. Roger Harper, Vice President of Development
Southern Assisted Living, Inc.
10003 Main Street
Chapel Hill, NC 27514
Subject: Stormwater Permit No. SW8980829
Carolina House/Southern Assisted Living of Morehead City
Carteret County
Dear Mr. Harper:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8980829 to
Carolina House/Southern Assisted Living of Morehead City for a High Density Project on January 14,
1999. This permit expired on January 14, 2009. Section .1003(h) of 15 A NCAC 2H .1000 (the
stormwater rules) requires that applications for permit renewals shall be submitted 180 days prior to the
expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. If
this is still an active project please complete and submit the enclosed renewal application before the
expiration date. If this project has not been constructed and a permit is no longer needed, please submit a
request to have the permit rescinded. If you have sold the project, or are no longer the permittee, please
provide the name, mailing address and phone number of the person or entity that is now responsible for
this permit. Enclosed is a form for change of ownership, which should be completed and submitted if the
properly has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer for
the system installed. This is to certify that the permitted facility has been installed in accordance with the
permit, the approved plans, specifications and supporting documentation. Please include a copy of the
certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater
treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in
appropriate enforcement action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at 910.796-7318.
ZeorgSinrely,ette coS tt Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: 910-3%20041 Customer Service: 1.877-623-6748 NbaCarofina
Internet: www.ncrvaterqualily.arg /��
An Equal Opportunity 4 Affirmative Action Employer

Cox, David
To: [e-mail]
Subject: P.E. Certification for Carolina House
Joe,
Here is the designers certification. Also, if you wouldn't mind please remind them we still need the renewal package
submitted. Their permit expired on 01/14/2009.
Thanks, David
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties

Miehad F. Usicy, Governor
William G. Ross Jr., Secretary
North Carolina Department of Enviro mma and Natural Rewurm
Alan W. Klimek, P.H. Director
Division of Water Quality
September 5, 2008
Mr. Roger Harper, Vice President of Development
Southern Assisted Living, Inc.
10003 Main Street
Chapel Hill, NC 27514
Subject: Stormwater Permit No. SW8980829
Carolina House/Southern Assisted living of Morehead City
Carteret County
Dear Mr. Harper.
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8980829
to Southern Assisted Living, Inc. for a High Density Stormwater Project on January 14, 1999. This
permit expires on January 14, 2009. Section .1003(h) of 15 A NCAC 2H .1000 (the stommater rules)
requires that applications for permit renewals shall be submitted 180 days prior to the expiration of a
permit and must be accompanied by a processing fee, which is currently set at $505.00. If this is still an
active project please complete and submit the enclosed renewal application in a timely manner. If this
project has not been constructed and a permit is no longer needed, please submit a request to have the
permit rescinded. If you have sold the project, or are no longer the permittee, please provide the name,
mailing address and phone number of the person or entity that is now responsible for this permit.
Enclosed is a form for change of ownership, which should be completed and submitted if the property
has changed hands.
Your permit requires that upon completion of constriction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 910-796-7215.
Georgette Scott, Stommater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
North Carolina Division of Water Quality Internet One
127 Cardinal drive Extension Phone (910) 79&7215 NbfthCarolina
Wilmington, NC23403 Fax [phone] afy,1'�llt�

MEMBER Wayne Ragland
i�rha-Glyn Associates
5 S Landscape Architect Licensed Soil Scientist
S Environmental Consulting
Jim Anderson
The John R McAdams Company Inc
PO Box 1.4005
Research Triangle Park NC 27709-4005
MEMBER
ETC-LoLA
°` °199STORMWATER'
E C E I V E
REPORT NOV D
16 1998
To: Whom It May Concern PROJ # SP MCU 6
From: Wayne Ragland
Subject: Proposed Southern Assisted Living site, Morehead City, Carteret County, NC
As requested, on Jul 12 1998 a soil evaluation was performed at the proposed stormwater
infiltration basin location to serve the above referenced site, as shown on the map entitled
"Preliminary Grading & Utility Plan" for Southern Assisted Living (the owner) by The John R
McAdams Company Inc dated 2/24/98. The purpose of the soil evaluation was to determine the
depth to colors indicative of soil wetness conditions and the saturated hydraulic conductivities
of the soil horizons above the probable seasonal high water table conditions for the placement of
a stormwater infiltration basin_
The area is mapped as the Autryville soil series but the soils at and above the 18' elevation
is more similar to the Blantonn soil series taxonomy (see the attached abbreviated MRCS
Autryville series soil description). The following soil description is typical for the area in the
northwest corner of the site at and above elevation 18'.
A ; 0-5" ; gray (10YR 5/1) fine sand ; weal- fine granular stricture ; very friable ; clear slightly
wavy boundary. 4-8"
E ; 5-14" ; light gray (10-r'R 6.5/1) fine sand ; very weak: fine granular and single grain structure ;
loose to very friable ; clear slightly wavy boundary. 6-8"
EBh ; 14-24" ;.brownish yellow (10YR 7/3) fine sand ; few to common medium to large dark
yellowish brown (10YR 4/6) concretions ; very weak fine granular and single grain structure ;
loose ; gradual smooth boundary. 8-13"
E' ; 24-42" ; pale yellow (2.5Y 8/4) fine sand ; few to common medium faint white (2.5Y 8/2)
and few fine faint yellow (10YR 1/6) mottles ; single grained ; loose ; abrupt boundary. 20-30"
Btl ; 42-50" ; yellow (10YR 7/8) fine sandy loam ; few fine faint brownish yellow (10YR 6/8)
mottles ; weak fine subanaular blocky and medium granular structure ; very friable ; gradual
boundary. 6-9"
Bt2 ; 50-72 ; yellow (10YR 7/8) fine sandy loam ; common medium distinct strongly brown
(7.5YR 5/8) and few to common fine and medium light brownish -ray (IOYR 6/2) mottles that
increase with depth ; weak fine subangular blocky structure ; very friable
NOTE: ALL OF THE ABOVE COLORS ARE BASED ON DRY TO N'EARLY DRY SOIL
MOISTURE CONDITIONS
9y0-347-9036
120 Balsam Rcad Jacksonville NC 28S46-8508 page 1

Soil colors indicative of possible soil wetness. ranged from 4S" to over 66". The Bt horizons
started at from 40" to 50" and has a saturated hydraulic conductivity exceeding 2" per hour. The
overlying sands have saturated hydraulic conductivities that range from 6" to more than 20" per
hour with 6" per hour considered a very conservative underestimate. Please advise if there is
any questions.
I , Wayne bland , hereby certify that i am a Licensed Soil Scientist ; that the above
findings are based on the factual site conditions evaluated on July- 13 1998 , and ; that ali of the
above statements are true and correct to the best of my knowledge and experience.
/,x
siziature
Yours t, Lily
71)czirse Zaaeas'd
date
rx ;115; R �Q- ;---,
gaga 2

Blanton
Grossarenic Paleudult
LO - loamy SI - siliceous
TH - thermic
2.5Y) >60
CP - coastal plain
MT, SN - marine terrace, stream
terrace (NONE to RARE)
SE - MW, somewhat
excessively drained, moderately well drained
FL 0-58 0-58
S, FS, coS
LS, US GR-S
SL, LS, LcoS SCL, SL, fSL
SP-SM,SM SM
SC, SM-SC,
SM 1-7 5-13
1-7 10-18 12-30 6.0-20
6.0-20 6.0-20
0.6-2.0.
0.03-0.07 0.05-0.10
0.02-0.04 0.10-0.15
0.10-0.15
4.5-60
4.5-6.0 4.5-5.5
4.5-5.5 - /NP -INP
-/NP <25/NP-3
A .10
5 2
>60
Brown (5YR-
MS
NA
0-58
58-62 62-80
SP-SM
SM
2.0-6.0
4.5-6.0
12-45/3-22
Ap ; 0-7" ; gray (10YR 6/1) fine sand ; weak fine granular structure ; very friable ; many fine and common roots ; strongly acid
clear wavy boundary. 6-18"--
E1 ; 7-37" ; very pale brown (10YR 7/3) fine sand ; common medium faint white (10YR 82) mottles ; single grained ; loose ;
common fine roots ; many uncoated sand grains ; strongly acid ; gradual smooth boundary,-
E2 ; 37-52" ; light gray (10YR 7/2) fine sand ; many medium faint white (10YR 8/2) and few fine faint very pale brown mottles
single grained ; loose ; few fine roots ; many uncoated sand grains ; stronaly acid ; clear wavy boundary. (The E horizon
extends to a depth of 40 to 80 inches). --
SO ; 52-62" ; light yellowish brown (10YR 6/4) fine sandy loam ; few fine faint brownish yellow (10YR 6/8) mottles ;
moderate medium granular structure ; friable ; sand grains coated and bridged with clay ; very strongly acid ; gradual wavy
boundary.--
6 ? ; 62-67 ; very pale brown. (10YR 714) fine sandy foam ; many medium distinct strongly brown (7.5YR.5/8) and common
medium distinct pale brown (10YR 6/3) mettles ; weak fine subangular blocky structure 'friable ; sand grains coated and
budged with clay; few, thin, discontinuous 'clay films 'on pad faces and in pores ; very strongly acid ; gradual wavy
boundary.--
8tg ; 67-80" ; light brownish gray (10YR 6/2) fine sandy loam ; many medium distinct strong brown (7.5YR 5/8) mottles ;
weak fine subangular blocky structure ; grayish materials area friable ; yellowish. and brownish materials are firm ; sand
grains coated and bridged with clay ;.few discontinuous clay films on pad faces ; very strongly acid. (The 8t horizons
extend to a depth of 60 inches or more.)-
Solum thickness ranges from 60 to more than 80 inches. Content of gravel sized fragments, dominantly duartz and ironstone
pebbles, is less than 10 percent by volume in all horizons except the A and E .horizons. which may have as much as 35
percent by volume. Reaction ranges from very strongly acid to chroma 2 or less are within the upper 10 inches of the Bt
horizon. Texture of the Bt horizon is loamy sand, .loamy coarse sand, loamy fine sand, sandy loam, fine sandy loam, ar
sandy clay loam. --The Btg'hodzon has hue of 5Y'to 7.5YR, value of 5 to 8, and chrome of 1 or 2; ar it is dominated.by
chrome of 2 or less and mottled in varying shades of brown, yellow, red, and gray. Texture is sandy loam,fine sandy loam,
sandy clay loam, anal, below a depth of about 66 inches, it.ranges to medium acid throughout. Depth to the Bt horizon is .
commonly 50 to 70 inches but ranges from 40 to 80 inches. Mottles which indicate wetness occur at. depths of between 30
and 72 inches. The A horizon has hue of 2.5Y or 10YR, value of 3 to 7, and chroma of 1 to '4. Thickness is less than 10
inches where value is 3.5 or Iess.TeXture is sand, fine sand coarse sand, loamy sand, loamy fine sand or their gravelly
analogs. The E horizon has hue of 2.5Y to 7.5YR, value of 5 to 8, and chroma of 1 to 8. Texture is the same as the A
horizon. The E horizon is 50 percent or more uncoated sand grains. The BE horizon, where present, has hue of 2.5Y or
10YR, value of 5 to 7, and chroma of 3 to 8. Texture is loamy sand, loamy coarse sand, loamy fine sand, and sandy loam.
Thickness is less than 12 inches. The Bt. horizon has hue of 2.5Y to 7.5YR, value of 5 to 7, and chroma of 3 to 8; or it is
mottles in various shades of brown, yellow, red and gray. In most pedons mottles of sandy clay. Content of nodular and
platy plinthite is less than 5 percent within a depth of 60 inches, but ranges up to 15 percent below that depth.

DikTE: July Z71998
Wrh-GIP Ameimes
LA`1DSC,4PE ARCHITECT.
LICENSED SO?L SCIENTIST
ENVIRONMENTAL CONSULTING
TO: Jlrn Andcr'.Sun
COMPANY: _ The .Uhn R McAd ms Company Inc
FROM:
SUBJECT: Son, lht-rn Ass3szt-d 9LIv13ng s1le In Morehend City
message
Dear Ivir Anderson:
In confirmation of our phone conversation of 7/21/98, 1 offer the following addendum to the
July 13 1998 soil evaluation report for the proposed stormwater infiltration basin to serve the
above referenced project site.
The range in depth to soil 'morphology indicators of "soil wetness" ranged from 48" to over.
66" based on soil samples at the slope grade break at the -western end of the basin location as
shown on the-2/24/98 "Preliminary Grading & Utility Plan" and a sample location outside -the
basin location at or close to the southern most extent the elevation 18' contour. The closer the
simples get to the northwest corner of the parcel, the deeper the soil wetness indicators as well as
the sandy loam Et subsoil. If the geometry of the proposed basin is limited to at or above the
existing 19' contour in the northwest cornier of the parcel, all portions of the basin will have soil
wetness .characteristics at or deeper than 5' from the -present soil surface. If the basin is
reconfigured to optimize the area lost to the basin, I do suggest that the depth be planned so that
at least 6"to 12" of natural sand be left over the sandy loam. Bt horizon to optimize the initial j
infiltation capacity of the . basin. Based on the present information available, this can be
accomplished by keeping t,'�e basin invert at or above elevation 14',
Please advise if there is any additional questions. J
Yours truly
Copies : Southern Assisted Living
910 347 9036 (phone & f.)
120 BALSIM ROAD, JACKSONVILLE, N.C. 2a546450,8
page 1

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 31, 1998
Mr. Jim Anderson, P.E.
The John R. McAdams Company
PO Box 14005
Research Triangle Park, NC 27709
A44
0 "104WA
.•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980829
Carolina House/Southern Assisted Living
Carteret County
Dear Mr. Anderson:
The Wilmington Regional Office received a Stormwater Management Permit Application for Carolina
House/Southern Assisted Living on August 21, 1998. 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. It is not necessary to design the wet pond to State standards. It acts only as a holding area.
It need only be sized to store 1.5 ° of rain. There is no requirement for a shelf area, or SAIDA
minimums. Please make the pond smaller and relocate it out of the existing wetlands. The
overflow from the vegetated filter can be directed into the wetland in an attempt to preserve
the hydrology. The infiltration area is what the State design requirements will apply to.
2. The complete soils report was not included with the submittal -only page 1 of the letter from
Mr. Raglund. Please provide the complete report. The report must cover the following areas:
the elevation of the Seasonal High Water Table, the type of soil, and the expected infiltration
rate.
3. The calculations use 1.11 acres of impervious area, but the application only requests 1.04
acres. Please clarify and revise.
4. Please provide a distribution mechanism in the infiltration basin to distribute the runoff evenly
across the bottom of the basin.
5. Please provide maximum building dimensions.
127 Cardinal Dr. Ext., Wilmington, ,'North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Anderson
October 31, 1998
Stormwater Project No. SW8 980829
----------------------------------------------
6. Please provide a detail of the required 50' vegetated filter on the plans. Remember, the filter
is NOT a ditch. It must be a flat, grassed, sloped area with a flow spreader mechanism, per
the enclosed detail.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to December 1, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINFO1980829.00T
cc: Linda Lewis
Roger Harper
Central Files

® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM SEP 1 5 1998
TO: John Dorney � r
Water Quality Planning 0,
Division of Water Quality, DENR i �Dr
FROM: William Wescott, Coastal Coordinator
Habitat Conservation Program L.0
DATE: August 28, 1998 C
SUBJECT: -Review of Application for Nationwide Permit # 26 and Section 401 Water Quality
Certification for Southern Assisted Living, Bryan Street, Morehead City, Carteret
County. .
Staff biologists with the Wildlife Resources Commission have completed a review of the
project with regard to associated impacts on wildlife and fishery resources in the area. A site
visit was conducted on August 12, 1998. Our comments are provided in accordance with
provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.0 661-
667d), Section 401(b) of the CIean Water Act of 1977 (as amended), and the North Carolina
Genera! Statutes ;G.S. 113-131 et seq.). -
The applicant owns 3.21 acres of which 0.84 acres are wetlands. The applicant is
requesting a permit to fill 0.7 acres of wetlands for construction purposes. The stormwater
infiltration basin will be located in uplands on the highest part of the property.
According to a phone conversation with the applicant's agent, Jim Anderson, the original
design located the building and parking lot on uplands and would result in very little wetland fill.
Stormwater would be routed to existing wetlands and allowed to sheetflow through wetlands
before existing the property via a drainage ditch. Stormwater runoff from buildings and paved
parking lots of the Hestron Corp. and some runoff from Highway 24 are currently filtered
through the wetlands located on the applicant's property. According to the agent, the " "
construction design submitted in this application is the design recommended by the Division of
Water Quality. This design is inappropriate especially for an agency who is suppose to protect
wetlands and their water quality and habitat functions. We recommend the project be redesigned
to minimize wetland fill, eliminate the basin and holding pond, and utilize existing wetlands for
stormwater treatment.
Thank you for the opportunity to comment on this project. If you have any concerns
regarding our comments, please contact William Wescott at [phone].

NO
THE JOHN R. McADAMS COMPANY, INC.
CONSULTING ENGINEERS
POST OFFICE BOX 14005
RESEARCH TRIANGLE PARK, NORTH CAROLINA 27709
V�le� [phone] FAX [phone]
]RIECE1VIED AUG 2 I i998
LETTER OF TRANSMITTAL
To: Linda Lewis Date: August 19, 1998
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3045 ** FEDERAL EXPRESS *"
Re: Southern Assisted Living - Morehead City Job No.: SAL-97040
I am sending you the following item(s):
COPIES
DATE
NO.
DESCRIPTION
2
Civil Drawings
1
Original Application, Operation and Maintenance Form
1
I Application Check for $385.00
1
Civil Calculations
These are transmitted as checked below:
❑ As requested ❑ For your use
® For approval ❑
❑ For review and comment ❑
Remarks: Linda: This is our submission for the infiltration design. Please call if you have
questions or comments. We look forward to receiving our approvals at the earliest possible
date.
Thank
Copy to: Roger Harper @ 932-1018
Signed:(�yZrQY1��{
Jim Anderson, PE
Project Manager

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STATE OF NORTH CAROLINA
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