19980656 Ver 1_COMPLETE FILE_19980721

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality

James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1 •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 8, 1998
Carteret County
DWQ Project # 980656
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Southern Assisted Living
400 Silver Creek Court
Suite 220
Chapel Hill, NC 27514
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place
fill material in 0.70 acres of wetlands for the purpose of constructing a retirement home facility at Bryan
St. and Blair Avenue near NC 24 and US 70, as you described in your application dated July 21, 1998.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when the
Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before
you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your new application except
as modified below. If you change your project, you must notify us and send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H 00506(h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. Deed notifications-or similar mechanisms shall be placed on all lots with-remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for
future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
'n re ,
est n Howard, r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
John Dorney
Central Files
Wayne Ragland
980656.1tr
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper

1 r;
P North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188,
Charles R. Fullwood, Executive Director
MEMORANDUM
TO
FROM:
Jhn Drne ` a K??
V oY
Water Quality Planning
Division of Water Quality, DENR
William Wescott, Coastal Coordinator
Habitat Conservation Program
lug I? ?--
DATE: August 28, 1998
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.C 661-
667d), Section 401(b). of the Clean Water Act of 1977 (as amended), and the North Carolina
General 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].
NCDEHNR WIRO Fax:[phone] Aug 31 '98 16_
::John Ddrne Regional Contact:
..' :. sor:
Non- toe >arge,.Bractic?t : WO'SuPervi
:. , :. Date.
SUBJECT: WETLAND STAFF REPORT AND:RECOMi111:ENDATIONS•
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980656
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) : # 26
PRE-CONSTRUCTION NOTIFICk
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTxrICATIoN To THS co"s or ffi? num
2) APPLICATION FOR SECTION 401 c8RTIFIC
3) C00RDnMT10N W= TRS NC DIVISION Olr
N? T--" ATION
p [? C? ? ? d .awl }}` 5" ,
JUL 2 1 X98
?sT W[FWD
SEND TIM ORIGINAL AND (1) COPY OF TBIS COMPLETED FORM TO TIM APPROPRIATE
FIFd.D OFFICE OF Tim CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SBSET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT,
1. OWNERS NAME: Southern Assisted Living
2 . MAILING ADDRESS : ' 400 Silver Cedar Court, Suite 220, Chapel Hill NC 27514
` CITY : Chapel Hill STATE :
SUBDIVISION NAME: NA
NC
ZIP CODE: 27514
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : Bryan Street Morehead City NC
3. TELEPHONE NUMBER (HOME):
615-4414646
(WORK) : 919-579-3470
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Roger Harper, corporate agent, address as given above
Limited Agents : Jim Anderson, The John R McAdams Co Inc, PO Box 14005, Research Trian
and Wayne Ragland, 120 Balsam Road, Jacksonville NC 28546 (910-347-9036
S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PKOTOGR"HY WITH SCALE) : (attached)
COUNTY: Carteret NEAREST TOWN OR CITY: Morehead City
1
0. 0& p._
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC. ) : Northeast corner of intersection of Bryan Street & Blair Avenue,
Street is on the South side of Hwy 24 about 0.2 of a mile west of the intersection with Hwy 70,
generally behind the Hestron building that faces to Hwy 24
6. IMPACTED OR NEAREST STREAM/RIVER:
Spooner Creek
RIVER BASIN: White Oak
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-11)? YES [X] NO [ ] IF YES, EXPLAIN: Classified SA
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES [ ] NO [X]
7C. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
Urban
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
2
A.
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 3.21 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.84
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.70 EXCAVATION: 0
FLOODING:
0
DRAINAGE: 0
OTHER: 0
TOTAL ACRES TO BE IMPACTED: 0.70 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION)
:
LENGTH BEFORE. NA FT AFTER: NA FT
WIDTH BEFORE (based on normal high water contours): NA El
WIDTH AFTER: NA FT
AVERAGE DEPTH BEFORE: NA FT AFTER: NA FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: none PLACEMENT OF PIPE IN CHANNEL: none
CHANNEL EXCAVATION: none CONSTRUCTION OF A DAM/FLOODING: none
OTHER: none
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? 3 ± acres
WHAT IS THE EXPECTED POND SURFACE AREA? 3969± SF
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
3

MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) : Backhoe, track tractors, dumptrucks, graders etc
13 .. PURPOSE OF PROPOSED WORK: Retirement home facility
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : This site has received preliminary geographic approval under Federal guidelines
& there is is not'sufficient space to conform to all federal guidelines & architectural
standards of practice without using the wetland portions of the site. Adjoining a?rc?l
is also dominated by wetlands & would not provide additional avoidance
or minimization possibilities.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES _.SHEET.).REGAM- ING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED : Concurrent with DENR/COE application. (ATTACH RESPONSES
FROM THESE AGENCIES.)
O
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED : Concurrent with DENR/COE application
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND? NO
4

YES [] NO id (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO [ ] NA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO [] NA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE bOCUMENTATION"FROM- THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
.CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS :
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 2
INCH EQUALS 100 FEET OR THEIR EQUIVALENT. wetland map attached
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT. (Not available)
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (Attached)
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED see#A
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? below
Forest to the west, existing residfential S/D to the south, existing commercial to the north
& empty lot to the east
f. 'IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Morehead
#A : Stormwater design in process and not presently available in final form, preliminary
is wet equalization basin with infiltration basin.
5

g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT HE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THS TWENTY COASTAL COf1NTISS ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.

O 'S/AGENT'S IGNATURE
4,45
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
6

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BLAIR AVENUE, 60' PUBLIC RIGHT OF WAY
TV" 26 Wetland Permit
INV=13.19 & Water Quality Certifiention
NOTE : Partial XXF file, portion of "Preliminary Site Plan", Appliention Exhibit
provided by the The John R McAdams Company Inc to serve
LEGEND Southern Assisted Living
,
o E1Ub1B9311ONPIPE Morehead City NC
• CILO"TEDCORIER
. 3 C-0, POW"POLE Seale : V = 50
S SWARYSEVIERMANEIOLE
LOCATION SURVEY

M 00 ??
N 7816'%7" E 347
GENERAL NOTES
1.) BEARINGS FOR THIS SURVEY ARE BASED ON MAP BOOK 28 PAGE 985
OF THE CARTERET RUNTY REGISTRY.
2.) REFERENCES: DDEED BOOK 216 PAGE 476
EED BOOK 540 PAGE 489
MAP BOOK 28 PAGE 965
OF THE CARTERET COUNTY REGISTRY
TAX PARCEL I.D. 6366.09-15-1391
LEGEND
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A CALCULATED CORNER
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IA Sol,
WETLANDS REGULATED PURSUANT TO SECTION 404 OF
BRYAN STREET, MOREHEAD C11Y

LINE TAM
LINE oIRECTION" ..LENGTH
L12 1_1171W 1473
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BLAIR AVENUE
THIS CERTIFIES THAT THIS COPY OF THIS PLAT OR MAP
ADEQUATELY IDENTIFIES THE DELINEATED AND SURVEYED
THE CLEAN WATER ACT AS DETERMINED BY THE UNDER-
SIGNED ON THIS DATE. THIS DETERMINATION IS BASED
ON SITE CONDITIONS OBSERVED ON THIS DATE AND
UNLESS THERE IS A CHANGE IN THE LAW OR PUBLISHED
REGULATIONS. THIS DETERMINATION MAY 8E RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE IN CONFORMANCE i
WITH THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL.
SIGNATURE '?rrrrrrrrplr
DATE o
?• ??......,
PRINT TITLE
•
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GRAPHIC SCALE
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too D 50 too 200 :, ?•;ya 4
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SOUIMRN .!?55IMD LtVII1TG
xoRUMu zuwvr>siIV. a+Rt>cmr COMM r>•o>tas cAMrnvN
DttvstApm. SOUTHERN ASSISTED LIVING
400 9II.YiB CEDAR COURT, SIlI7'E >3,E0, CHWEt. MIJ. NORIS Ca>:OLiNA
'?miecr mo. SAL-97040 er••ra 1"•100' tan or ernresr: 02-10-98

5
a THE JOHN R. NIcADAMS
miGQ1EE1tS/P[JINPI=RS/SURV=Y0A4
P.O. BOY 14006 ZIP 27709-4006

L1 6*3W2,C 88.42
L.2 6,39,21: 61.4'S
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$ 21.90
lb 4' 25.28
L6 Ss
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L7 N 2•30
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Ltt 2283

L13 1 " 18.30
L14 S 1 b4460 W 2$.23
L15 39*59 " 50.25
L18 N 745'44" W 19.02

L18 10.94
L19 15*lfrog! W_ 36.64
L20 1'1 44" W 31•55
L21 N 706'45' W 23.69
L22 40.46
L23 1 '47' 7' 15.80
L24 " W 7$.26

L28 320 t' 27.37
L27 71 9' 58.47
L28 4' '41" W 25.41
L29 " w 4295
L30 S W 23.02
L31 4 ' 21.88
L32 " 21.45
L33 72'39'29* 34.00
L3} • 31.78
L35 N 34'3 9,420 2480
L.36 1511'09" E 20.14
L37 N 2235
L.38 BI M6'37* 18.86
L39 N 73 '1 25.80
L40 N 7 15.73
L41 " W 30.17
L42 N 047W27* 39.36

L,µ t" W 2263
L45 S 24.67

L47 151` 29.08
L48 7" 14-95
X49 47-23'040 10.99
1.50 N 20' 1't " W 33.08
1.51 N 88"1726' E 2247
L52 N 58`11'42" 14.80
L53 54-32'fr
L54 44' W 17.45

NOT FOR RECORDATION.
THIS MAP DOES NOT MEET ALL THE REQUIREMENTS
AS SETFORtIi IN N.C.G.S. 47-30 AMMENDEO.
(s,19) 361-moo VICiNIT1t YAP (NT3)
COMPANY, INC.
L2ESSARC10 TRIADIGLI3 PAM KC
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project / Site : proposed Southern Assisted Living site Date: 02 Feb 1998
Applicant / Owner : Southern Assisted Living (Roger Harper) County: Carteret
Investigator : delineated by Wayne Ragland 910-347-9036 State: NC
Do Normal Circumstances exist on the site? Yes Community ID
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID
Is the area a potential Problem Area? Yes No Plot ID
(If needed, explain on reverse)
Owner : Roger Harper, Suite 220, 400 Silver Cedar Court, Chapel Hill NC 27514 (615-441-4646 Tennessee #)
Agent : John R McAdams Co Inc, PO Box 14005, Research Triangle Park, NC 27709 (Jim Anderson, 919-361-5000)
VEGETATION
Dominant Plant Species,
1. Tvpha domingensis Stratum, Indicator
GC OBL
2. Scirpus cvperinus GC OBL
3. Mvrica cerifera Sh FAC+
4.
5.
6.
7.
8.

Dominant Plant Species, Stratum, Indicator
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-); 1000/0 11
Remarks : At and near wetland delineation point A-2.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Pe?d+eate
Aerial Photographs Inundated
Other J Saturated in Upper 12 inches
. J No Recorded Data Available Water Marks
Drift Lines
Field Observations : Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water : 0-18"t (in.) geeeRdaFy 1RdieateFS-
Oxidized Root Channels in Upper 12"
Depth to Free Water in Pit: (in.)
Local Soil Survey Data
Depth to Saturated Soil : 0-12"f (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks : At & near flagged wetland delineation point A-2.
HQUSACE 3/92
Arapahoe Typic Humaquept CL - coarse-loamy MX - mixed TH - thermic Nonacid > 60
Gray >24 CPL - lower coastal plain M1, ST, FP - marine terrace < 25', stream terrace,
floodplain, frequent to occasional MSAL NA VP - very poorly drained NC 0-17 0-17 17-42
42-80 LfS, LS fSL, L, SL fSL, L, SL SR-S-LfS SM SM SM SM, SP-SM
3-12 8-18 8-18 3-18 6.0-20 2.0-6.0 2.0-6.0 2.0-20
0.08-0.12 0.11-0.15 0.10-0.14 0.05-0.14 3.6-5.5 3.6-5.5 3.6-7.8
5.6-7.8 -/NP <30 /NP4 -/NP <30/NP-4 BID .15 5 -
Ap ; 0-11" ; black (10YR 2/1) loamy fine sand ; weak medium granular structure ; very friable ; many fine roots ; medium acid,
clear wavy boundary.-
A ; 11-17" ; very dark brown (10YR 2/2) loamy fine sand ; weak medium granular structure ; very friable ; few fine roots ;
strongly acid ; gradual wavy boundary. 10-20"--
Bg1 ; 17-21" ; dark gray (10YR 4/1) fine sandy loam, common medium faint grayish brown (10YR 5/2) mottles ; weak fine
subangular blocky structure ; very friable; few fine roots ; common fine pores ; strongly acid ; gradual wavy boundary. 0-5"
Bg2 ; 21-30" ; dark gray (10YR 4/1) fine sandy loam ; common medium faint gray (10YR 6/1) mottles and few medium
distinct dark yellowish brown (10YR 4/4) mottles ; weak fine subangular blocky structure ; very friable ; common fine pores
; few thin lenses of sandy clay loam ; strongly acid; gradual wavy boundary. 5-20:--
BCg ; 30-42" ; dark gray (10YR 4/1) fine sandy loam ; common medium distinct gray (10YR 6/1) and dark yellowish brown
(10YR 4/4) mottles ; massive ; very friable ; common pockets of loamy sand and sandy clay loam ; slightly acid ; gradual
wavy boundary. 0-15"--
Cg1 ; 42-60" gray (10YR 5/1) loamy fine sand ; massive ; very friable ; common pockets of sand ; neutral ; clear smooth
boundary.--
Cg2 ; 60-80" ; dark greenish gray (5GY 4/1) loamy fine sank ; massive ; very friable ; common thin lenses of loam and clay
loam ; neutral.
Thickness of the loamy horizons over sandy horizons ranges from 24 to 60 inches. Unless limed, reaction of the surface soil
and the upper part of the control section ranges from strongly acid to extremely acid. The lower part of the control section
and the underlying horizons range from strongly acid to mildly alkaline. The A or Ap horizon has hue of IOYR to 5Y or
neutral, value of 2 or 3, and chroma of 0 to 2. It is fine sandy loam, sandy loam, loam, loamy sand, or loamy fine sand, or
their mucky analogues. Organic matter content ranges from 5 to 20 percent. The ACg or Bg horizon has hue of IOYR to 5Y,
value of 4 to 6, and chroma of 0 to 2. Few to common mottles of high chroma are in some pedons. Texture of the control
section is fine sandy loam, loam, or sandy loam. The Cg horizon has hue of 10YR to 5Y, value of 4 to 7, chroma of 0 to 2
and includes greenish gray (5GY 5/1; 5G 5/1; 5BG 5/1), or dark greenish gray (5GY 4/1; 5G 4/1; 5BG 4/1) stratified loamy
fine sand, loamy sand, fine sandy loam, sandy loam, loam, or sand. Thin lenses of fine textures or in the Cg horizon of
some pedons.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project / Site : proposed Southern Assisted Living site Date: 02 Feb 1998
Applicant / Owner : Southern Assisted Living (Roger Harper) County: Carteret
Investigator : delineated by Wayne Ragland 910-347-9036 State: NC
Do Normal Circumstances exist on the site? Yes Community ID :
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID
Is the area a potential Problem Area? Yes No Plot ID
(If needed, explain on reverse)
Owner : Roger Harper, Suite 220, 400 Silver Cedar Court, Chapel Hill NC 27514 (615-441-4646 Tennessee #)
Agent : John R McAdams Co Inc, PO Box 14005, Research Triangle Park, NC 27709 (Jim Anderson, 919-361-5000)
VEGETATION
Dominant Plant Species,
1. Quercus alba Stratum, Indicator
Tr FACU
2. Quercus falcata Tr FACU-
3. Andropogon virginicus GC FAC-
4. Pinus taeda GC FAC
5. Persea borbonia Sh FACW
6.0smanthus americans Sh FAC
7. Quercus nigra Sh FAC
8.

Dominant Plant Species, Stratum, Indicator
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-); 57% 11
Remarks : At & near flagged wetland delineation point A-2.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Inundated
Other Saturated in Upper 12 inches
?L No Recorded Data Available Water Marks
Drift Lines
Field Observations : Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water : (in.) Seeef?aP -I dise'
Oxidized Root Channels in Upper 12"
Depth to Free Water in Pit :_(in.)
Local Soil Survey Data
Depth to Saturated Soil : > 12" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks : At & near flagged wetland delineation point A-2.
HQUSACE 3/92
A
SOILS
Map Unit Name
(Series and Phase) : Autryville Drainage Class well drained
Field Observations
Taxonomy (Subgroup) Arenic Paleudult Confirmed Mapped Type? Yes No
Profile Description:
e th Matrix Color Mottle Colors mottle Texture. Concretions.
(inches Horizon (Munsell Moistli (Munsell Moist) Abundance / Contrast Structure, etc.
See attached standard abbreviated NRCS description of Autryville soil series.
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed in Local Hydric Soils List
Reducing Conditions Listed On National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks : No hydric indicators found. At & near flagged wetland delineation point A-2. Uplands a matrix of Autryville
& coarse loamy taxadjuncts to the Onslow & Lynchburg soil series.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks : HigtoricaUy disturbed site.
(Circle)
No (Circle)
No Is this Sampling Point Within a Wetland? Yes No
HQUSACE 3/92
Y l
AufryviIIe
> 60
NC
SM
0.08-0.13
<20 NP-3
Arenic Paleudult LO - loamy
Bisequum CP - coastal plain
0-26 2641 41-58 58-80
SP-SM, SM SM, SC, SM-SC
0.03-0.08 0.10-0.15 4.5-6.5
- NP 15-35 3-15
SI - siliceous TH - thermic
MT - marine terrace MS
S, LS SL, SCL S, LS
>6.0 2.0-6.0 >6.0
4.5-5.5 4.5-5.5
A .10 5 -
> 60 Brown (5YR-2.5Y)
NA WE - well drained
SL, SCL SP-SM, SM
0.6-2.0 0.04-0.09
4.5-5.5 -/NP
Ap ; 0-9" ; grayish brown (10YR 5/2) loamy sand ; weak medium granular structure ; very friable ; many fine roots ; medium
acid ; abrupt smooth boundary 7-10".--
E ; 9-23" ; pale brown (10YR 6/3) loamy sand ; weak medium granular structure ; very friable ; few fine roots ; 50% of sand
grains have thin coatings of silt and clay ; strongly acid ; clear smooth boundary. 13-30".--
EB 23-26" ; brownish yellow (10YR 6/8) loamy sand , weak medium granular structure ; very friable ; few fine roots ; sand
grains are weakly bridged with clay ; strongly acid ; clear smooth boundary. 3-5"--
Bt1 ; 26-41" ; yellowish brown (10YR 5/8) sandy loam ; weak medium subangular blocky structure ; very friable ; slightly
sticky ; few fine roots ; sand grains are coated and weakly bridged with clay ; strongly acid ; clear wavy boundary. 6-15"--
Bt2 ; 41-46" ; brownish yellow (10YR 6/6) loamy sand ; weak medium granular structure ; very friable ; sand grains are
weakly bridged with clay ; very strongly acid ; clear irregular boundary. 0-5"--
A' ; 46-58" ; very pale brown (10YR 7/4) sand ; single grained ; loose ; 50% of sand grains have thin coatings of silt and clay
very strongly acid ; clear wavy boundary. 8-24"--
B't ; 58-85" ; brownish yellow (10YR 6/8) sandy clay loam with pockets of sandy loam ; common medium distinct light gray
(YR 7/1) and yellowish red (5YR 5/8) mottles ; weak fine subangular blocky structure ; friable ; slightly sticky ; slightly
plastic ; very strongly acid.--
Solum thickness is more than 60". The soil is strongly or very strongly acid throughout except where the surface has been
limed. The Ap or Al horizon is dark grayish brown (2.5Y 4/2; 10YR 4/2), brown (10YR 5/3, 4/3), grayish brown (2.5YR/2;
10 YR 5/2), or gray (10YR 5/1). The A2 horizon is light yellowish brown (10YR 6/4; 2.5Y 6/4), pale brown (10YR 6/3), pale
yellow (2.5Y 7/4), very pale brown (10YR 7/3, 7/4), brown (10YR 5/3, 4/3), or gray (10YR 5/1). The A horizon is sand or
loamy sand. The B1 horizon is pale brown (10YR 6/3), brown (10YR 5/3), light yellowish brown (10YR 6/4; 2.5Y 6/4),
yellowish brown (10YR 5/4, 5/6, 5/8), or brownish yellow (10YR 6/6, 6/8). It is loamy sand or sandy loam. The Bt horizon
is yellowish brown (10YR 5/6, 5/8), brownish yellow (10YR 6/6, 6/8), or strong brown (7.5YR 5/6, 5/8). It is sandy clay
loam or sandy loam. The B3 horizon, where present, is light yellowish brown (10YR 6/4; 2.5Y 6/4) in addition to the colors
named for the Bt horizon. The A'2 horizon is yellowish brown (10YR 5/6, 5/8), brownish yellow (10YR 6/6, 6/8), pale
yellow (2.5Y 7/4, 8/4), light yellowish brown (2.5Y 6/4; 10YR 6/4), very pale brown (10YR 8/3, 8/4, 7/3, 7/4), pale brown
(10YR 6/3), or light gray (10YR 7/2). It is sand or loamy sand. The B't horizon commonly is mottled brown, yellow, red,
and gray, but some pedons are dominantly yellowish brown, brownish yellow, or gray. It is sandy clay or sandy loam.
MEMORANDUM
"Olw w4
TO: John Dorney
Non-Discharge Branch
Regional Contact: :I: 37257q/6
WQ Supervisor: fO, 51J!/J, i? /7_ 0-.. j
Date: 4 67:2g
! ??$
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Southern Assisted Living County Carteret
Project Number 98 0656 County2
Recvd From APP Region Wilmington
Received Date 7/21/98 Recvd'By'Region
Project Type retirement home
Certificates stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 ?- p -y •O N F__ 20-30-10 -(-- ? ?305p3 0.7o F-
Mitigation Wetland
MitigationType Type Acres;. Feet
Is Mitigation required? Q Y
Did you request more info? AY
Is Wetland Rating Sheet Attached? Q Y
Have Project Changes/Conditions Been Discussed With Applicant? Q Y
Comments: Recommendation: Q Is
p N
gN
ON
ON
sue Issue/fond O Deny
i
cc: Regional Office
Central Office Page Number 1
e"
TRIAGE CHECKLIST
Project Name: SIJ?
Project Number. 9 6b 6 5'`-'
County: CThe attached project has been sent to you for review for the following reasons. Please consider whether a

site visit is needed to determine the impacts. Particular attention should focus on the below checked items.
Please feel free to call the central office staff member assigned to your region if you need assistance.
Stream length impacted.
Stream determination (i.e. intermittent or perennial, or any channel present).
Wetland impact and distan= to blue-line surface waters on USGS topo map.
Ivhimization/avoidance options.
NW 14. (is access to highground or wetlands)?
Neuse buffer rules.
Pond (water) fill (i.e. is the pond drained or holding water)?
Pond creation (Le. in uplands, in a drained channel, or in wetlands). Please locate streams and
channels (if any) so that the central office can determine.
N ideation ratios.
Stormwater pond placed in wetlands.
Ditching in wetlands.
Is the applicant's proposed stream/wetland mitigation site available and viable?
Appl cant/consultant has a history of non-compliance (check drawings and application for
accuracy).
Has project been split from previous work to avoid mitigation requirements?
_ Consistent with pre-application meetings?
Cumulative impact concerns.
OTHER: