19960913 Ver 1_Complete File_19961023

DEHNR
P. 02102
L Nlo h Carolinas Wildlife Resources Commission f a
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188,919-7333391
Charles R. Pullwood, Executive Director
MEMORANDUM
TO: John Dorney
Water Quality Planning
Division of Environmental Management, DEHNR
s :.
FROM: William Wescott Coastal Coordinator
Habitat Conservation Program
DATE' October 22, 1996
SUBJECT: Review of Application for Nationwide Permits 414 and 426 and Section 401
Water Quality Certification for Mr. Jerry Coston, Cum Branch Road, Jacksonville,
Onslow County. DEM ID # 960913.
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 October 16, 1996. Our comments are provided in accordance with provisions
of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 C1.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 a 85.6 acre tract of land of which 17.8 acres are delineated as 404
wetlands. The applicant clairps that filling wetlands is necessary to construct the roads for a new
subdivision. The applicant was previously permitted to fill 0.21 acres under N .WP 14. The
applicant is now requesting to fill 0.74 acres with NWP 14 and 1.35 acres with NWP 26. The
applicant proposes to fill a total of 0.95 acres of wetlands using NWP 14. This permit is limited
to 0.33 acres of maximum fill; therefore the proposed activities appear inappropriate. During the
site visit, Gum Branch, Cypress Creek and Half Moon Creels were observed to have flowing
water. NWP 26 may also be inappropriate pending a headwater wetland determination.
The land is being divided into 130 individual lots with 74 of these lots containing.
wetlands. According; to the plat, future wetland impacts can be anticipated to occur or individual
lots. We request covenants on all lots prohibiting future fill of wetlands.
Thank you for the opportunity to comment on this project. If you have any concerns
regarding our comments, please contact William Wescott at (919) 9274016.
WW/fm
Fax:[phone] Oct 23 '96 1154

l

0 North Carolina Wildlife Resources Commission 9
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Dorney "' 99
Water Quality Planning ?-
Division of Environmental Management, DEHNR
a
FROM: William Wescott, Coastal Coordinator
Habitat Conservation Program
DATE: October 22, 1996
SUBJECT: Review of Application for Nationwide Permits #14 and #26 and Section 401
Water Quality Certification for Mr. Jerry Coston, Gum Branch Road, Jacksonville,
Onslow County. DEM ID # 960913.
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 October 16, 1996. 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 a 85.6 acre tract of land of which 17.8 acres are delineated as 404
wetlands. The applicant claims that filling wetlands is necessary to construct the roads for a new
subdivision. The applicant was previously permitted to fill 0.21 acres under NWP 14. The
applicant is now requesting to fill 0.74 acres with NWP 14 and 1.35 acres with NWP 26. The
applicant proposes to fill a total of 0.95 acres of wetlands using NWP 14. This permit is limited
to 0.33 acres of maximum fill; therefore the proposed activities appear inappropriate. During the
site visit, Gum Branch, Cypress Creek and Half Moon Creek were observed to have flowing
water. NWP 26 may also be inappropriate pending a headwater wetland determination.
The land is being divided into 130 individual lots with 74 of these lots containing
wetlands. According to the plat, future wetland impacts can be anticipated to occur on individual
lots. We request covenants on all lots prohibiting future fill of wetlands.
Thank you for the opportunity to comment on this project. If you have any concerns
regarding our comments, please contact William Wescott at [phone].
WW/fm
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Ho wes,Sec reta ry
A. Presto n Howard, Jr., P.E., Directo r
APPROVAL of 401 Water Quality Certification and
A.M. Coston Heirs
1158 Belgrade-Swansboro Road
Hubert, NC 28539
Dear Sirs:
ffl?.IWAA&41
?EHNFi
October 17, 1996
Onslow County
DWQ Project # 960913
ADDITIONAL CONDITIONS
You have our approval to place fill material in 2.40 acres of wetlands or waters for the purpose of
developing a residential subdivision at Maynard Manor subdivision, as you described in your application dated
14 September 1996. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Numbers 2732, and 2671. These certifications allow you to use Nationwide
Permit Numbers 14 and 26 when they are issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application. For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below. Except for road crossings, all wetland fill shall be kept at least 50
feet from the edge of all stream channels especially on lots 1 and 126. Road fill in the central wetland shall
be limited to south of station N-122. Driveway crossings with culvert should be used for lots 112-115.
Wetlands on lot 98 shall not be filled. Lots 9 and 10 shall be combined to minimize wetland fill on lot 126
shall be kept at least 50 feet from the edge of the stream channel. All lots with remaining wetlands in the
subdivision shall have deed restrictions to prevent future wetland fill. 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.
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 bearing, 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. 27611-7447. 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 Dorney at 919-733-1786.
Sin ly,
Pre ton Howard, Jr. (3r
Attachment
cc: Wimington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Domey
Central Files
Jerry Coston
Wayne Ragland
960913.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
NORTH CAROLINA DIVISION OF WATER QUALITY
Water Quality Section
Wilmington Regional Office
Date: October 8, 1996 o
To: John Dorney
Environmental Sciences Branch J Fti
From: James H. Gregsn-V
Through: Jim Bushardt
Subject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Central Office Permit #960913
A.M. Coston Heirs / Maynard Manor Subdivision
Onslow County
A site visit was held for the subject project on October 7, 1996. Present at the site visit
were Wayne Ragland (wetland consultant), Donald Clements (surveyor) and Jerry Coston
(applicant).
The current proposal is to fil12.53 acres of wetlands for subdivision roads and lots. Of
this fill 0.33 acres will be under NWP 14 and 2.20 acres will be under NWP 26. The site is
bounded by Half Moon Creek to the north, Gum Branch to the west, a drainage ditch to the south
and by Cypress Creek to the east.
During the site visit the following suggested changes to the project were discussed. It is
my understanding the applicant has no objection to conditioning the 401 Certification to reflect
these changes.
1. With the exception of road crossings all fil1 should be kept at a minimum 50' from
the edge of all stream channels. Specifically at lots 1 and 126.
2. Road fill in the small wedand/intermittent stream finger in the middle of the project
should be limited to south of station N-122. This is the approximate location of
the water/wetland boundary. Driveway crossings with culverts should be used for
lots 112-115.
960913.Oct
Page Two
3. Reconfigure lots by combining lots 97,98 and 99 to eliminate the future need to fill
lot 98.
4. Reconfigure lots by combining lots 9 and 10.
5. Minimize fill on lot 126. Fill should be kept west of where the stream channel in
the depression crossing lot 126 begins.
6. Protect all remaining wetlands in subdivision by the use of deed restrictions.
(Applicant would like a copy of a sample deed restriction.)
JHG:960913.oct
cc: Wilmington Regional Office Files
Central Files
MEMORANDUM PRINT NAMES:
Reviewer: &sefec -
TO: JOHN DORNEY WQ SUPV.: ? 67-
ENVIRONMENTAL SCIENCES BRANCH DATE:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) %; ,, ,.
PERMIT YR: 96 PERMIT NO: 0000913 COUNTY: ONSLOW
APPLICANT NAME: A.M. COSTON HEIRS MAYNARD MANOR S/D
PROJECT-TYPE: RESIDENTIAL DEVEL. PERMIT-TYPE: 14/26
COE J: DOT_ff :
RCD_FROM_CDA: APP DATE FRM CDA: 09/19/96
REG OFFICE: WIRO
RIVER-AND-SUB-BASIN-#: 030502
STREAM CLASS: C
WL_IMPACT?: ON
WL_REQUESTED : ,2, 5_?
WL_SCOREM : ?Iyj -73
MITIGATION?: Y10
MITIGATION-SIZE: N/4
STR INDEX N0: 19-6
WL_TYPE : k F . f17-1, S?-P
WL_ACR_EST?: Y/9)
WATER IMPACTED BY FILL?: Y&
MITIGATION_TYPE:N14
DID YOU REQUEST MORE INFO?: Y16)
IS WETLAND RATING SHEET ATTACHED?: O/N
HAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: 65/N
RECOMMENDATION (Circle One): ISSUE ISSU /CON DENY
COMMENTS: 4e4?
CC: Regional Office
Central Files
Project name
Nearest road 611M * Ct4
County. ©,4470'- Wetland areaacres Wetland width feet
Name of evaluator Date .&T196
Wetland type (select one)* IF
? C3 ottomland hardwood forest ? Pine savanna ? Bog forest
Headwater forest ? Freshwater marsh ? Bog/fen
? Srwamp forest ? Estuarine fringe forest ? Seep
E Wet flat ? Ephemeral wetland ? Other
? Pocosin ? Carolina Bay
*The rating system can: it be applied to salt or brackish
rrrrrrrrrririrrirrirrrrrrrrrrrrrrrrrrirrrr.-rrrrrrriiiirririrrrrriiirrrrrririiriirriirAl
weight
Water storage _.Z x 4.00 =

Bank/Shoreline stabilization
x 4.00 = etlandScore 'o
10
00

Pollutant removal

x 5.00 = 00
S
Wildlife habitat x 2-00 =
Aquatic life value x 4.00
Recreation/Education x 1.00
Add 1 pant if in sensitive watershed and > 10% nonpdnt disturbance within 1 /2 mile upstream
upslope
or radius
,
,
irrrrrrrrrrrrrrirrrrrirrrirrrririrrrrrrrrrrrrrrrrrrrrrrrrirrrrrrrrrrrrrrrrrrrrirrrrrrrrrrrrrrirrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrrrrrrirririri/.
57
marshes or stream channels
i-,v t '7
Project name IMAM? Nearest road e-,4 -t
County J f40- Wetland area < < acres Wetland width- ?' feet
Name of evaluator Date -/-O Z2/-;;'
Wetland type (select one)*
? )3ottomland hardwood forest ? Pine savanna ? Bog forest
aHeadwater forest ? Freshwater marsh ? fen
? Swamp forest ? Estuarine fringe forest
? Wet flat ?
? Wet fl n ? Ephemeral wetland ? Other
? Carolina Bav
*The rating system can-, t be applied to salt or brackish marshes or stream channels
weight
Water storage x 4.00 =r
- Bank/Shoreline stabilization x 4.00 = Wet/andScorg
Pollutant removal
x 5.00 = F
Wildlife habitat x 2-00 .',•.y. ra;;
Aquatic life value x 4.00
>.>
s
Recreation/Education ? z 1.00 - , , ...;
* Add 1 point if in sensitive watershed and > 10% nonpolnt disturbance within 1 /2 mile upstream, upslope, or radius

C

11
n
r
1
I?
i?
57
Section 404 wetlands, typical
\ "•i5:•::... j- Half Moon Creek (blue line stream)
N
Half Moon Creek (blue line stream ??;':':-?t'?-,.:,:Y;•%2:%',r,:;:;:;:;:r•;:%?<.....
Notes :
1- Boundary and lot layout provided by i
Don Clements RLS - ?
2- Total tract : 85.6 ± acres a \
3- Total wetland area : 16.0 ± acres - -
Section 404 wetlands, typical
4 NWP #14, 0.33 acres, entry & S/D tracts ..... -
5- E NWP #26. 2.20 acres f? - l 1 I - :;
XZ.
Half Moon Creek (blue line stream
Gum Branch ??.:<?s?:: I ? )
1531 SF
J \
2594 SF
& 1347 SF I j ?? \ ??-
NWP #14 road crossings - - , - ?? ?`
proposed R!W separated from
Deerfield SO by "spite strip"
1 ?, / `•;; ' Cypress Creek
7200 SF !
NWP 026
ff 7-
Section 404 wetlands, typical
Section 404 wetlands, typical
Gum Branchf LA
CP&L PW R IV \ \ / ?"
r.
132 SF
121 SF fU.
& 2357 SF /
NWP $14 road crossings
Cypress Creek
67833 SF
1147 SF
&NWP 126
864 SF ;v?
1715 SF A M Coston Helps
NWP #14 road crossings
2924 SF, >>: 404 Wetland Permit Applleation Map
N11650 G F :;..4.:.: '? NWP #14 & #26
SAW 3 ad 3 Preliminary Plat
W R"4wd I Proposed Maynard Manor S/D
9114196 Jacksonville NC
n?u 1012196 ?.
Seale : 1" = 400'
60' R/W obtained to access landlocke parcel, „&
prior tree of NWP N14 required for S etland '
crossings of total impact on 0.21 acr \ 0 200 400 800,
- - 5
- ,?,e ya__?._? ____ _

Section 463 wetlands, typical
Half Moon Creek (blue line stream)
Half Moon Creek (blue line stream
Notes
1- Boundary and lot layout provided by
Don Clements RLS
2- Total tract : 85.6 t acres
J
3- Total wetland area : 17.8 t acres:;
4
Section 404 wetlands, typical
?. ??':•i:##?::: • - Half Moon Creek (blue line stream)
Gum Branch 1531 SF
2594 SF _j
1347 SF
& 7278 SF
NW 114 road crossings
proposed R/W separated from
Deerfield SID by "spite strip"
Section 404 wetlands, typical e,?tpwss try aBAa.
Gum Branch
694
CP&LPWR/W \ " \ \\ // `?\ ?\ /?? a ?ee 1 I ?$
. \ . obee1 ?Q
. \/ \. / ?\ B?,,gy?E
132 SF \ \\ ?. R
SF SF A to ompleterroad crassing? \ \ '' B®B®?OBO®00000??
& 1
2357
NWP 114 road crossings
974 SF Cypress Creek
\ < " i \ \ / :` :: 5544 SF
>` / ; \ /? \ \ 43721 SF
1198 SF
& NWP #26
A M Coston Heirs
gam' F F 404 Wetland Permit Application Map
2924 SF
1715 SF a`:r`• 1\ WP #14 & #26
? NWP 114 road crossings , - Preliminary Plat
Sleet 3 as 3 Proposed Maynard Manor S/D
' Jacksonville NC
?fla?ylee ,?aglaled ?% ,
Seale : V - 400'
60' RIW obtained to access landlocked parcel
prior use of NWP #14 required for 5 wetlan
crossings of total impact on 0.21 acres 0 200 400 800

r??
?-

MEMORANDUM ,/.,.
DAM 1LJ ° 6 ° Se1 LANDSCAPE ARCHITECT
PROFESSIONAL SOIL SCIENTIST
ENVIRONMENTAL HEALTH SPECIALIST
TO : Mar John Dorney
COMPANY: NC Division of Water Quality
FROM : Wayne Ragland
SUBJECT : 401 application, A M Coston heirs, Onslow County
message
Dear Mr Dorney :
In confirmation of phone conversation of 9/20/96, I discovered that the package sent to you on
the above referenced application was incomplete. The surveyors map of the wetland delineation
was not included & found to be insufficient to assure inspection approval by the Corps of
Engineers at this time. The only wetland locations impacted are along the rear of the lots along
Halfmoon Creek at the North end of the tract and the rear of the lots along the Western tributary of
Gum Branch Creek. I am expecting it to require several weeks to confirm the wetland survey
revisions in those areas of the project.
The small unnamed tributary in the central portion of the tract is not impacted by the wetland
survey revisions. It is my understanding that the multiple agency review will proceed concurrently
with this survey confirmation work. The Corps' inspection approval must be postponed until the
map corrections are confirmed.
In regards to the questions you had on lot redesign possibilities for avoidance & minimization
of adverse wetland impacts on the small tributary in the central portion of the site, these questions
and/or suggestions need to be addressed to Mr Jerry Coston (910-326-5123) and Don Clements
RLS (919-726-0414). I will have the wetland survey map forwarded to you as soon as it is
approved by the Corps.
Yours truly
W4#0" Rap&od
Copies : Mickey Suggs, Corps of Engineers
Jerry Coston
Don Clements
910 347 9036
120 BALSAM ROAD, JACKSONVILLE, N.C. 28546-8508
? o
144
,Jsc/F??Fs
page I
LETTER OF TRANSMITTAL
Alf we IAW"Zd
LANDSCAPE ARCHITECT SOIL SCIENTIST ENVIRONMENTAL HEALTH SPECIALIST
DATE: 14 Sep 1996
ATTN: .Mac P& `94"w#
9609 1 3
RECEIVED
SEr 1 91996
ENVIRON& ENT4 SCIENCES
TO: DWkian of 2U,ateac Cua&V, 2UAfm gua&# Jepnning
Y6, J9" 29535
gateigh .N,e 27626-0535
INREFERENCE TO: 4UI - ap piication ,Mac nwd .Macn" SID., CAdow eountV Ne
SENDING TO YOU:
PRINTS PLANS
LETTER SPECIFICATIONS
ATTACHED: & app&ation it" dacumentattion
DESCRIPTION: 7 acp-p&atMa pad Wp a. (i0 aetee& eacee) S- eaete? m weg map, (I Aeet) 6V
lean eeementa ` .
THESE ARE TRANSMITTED.
FOR APPROVAL FOR REVIEW AND COMMENT AS REQUESTED FOR YOUR USE
RETURNED AFTER LOAN OTHER
REMARKS:
ffl&aae adaiae 4 de" is ang "ed"wa out pacoNam- ang initiate mitiSatian w"eata, oat
ca*eaicfearattiana dhouU 6e masse diaec4 to Ah J"W eoatan @ 910-326-5123
signature
COPIES TO: j"w eaotan, Ilan ffimenta R2Sc
(If enclosures are not as noted, please notify at once. Thank you.)
910 347 9036
120 BALSAM ROAD, JACKSONVILLE, N.C. 28546-8508
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #) : # 14 9,26
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
PO BOX 1890
WILMINGTON NC 28402-1890
ATT: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT HEALTH
AND NATURAL RESOURCES
PO BOX 29535
RALEIGH NC 27626-0535
ATT: MR JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7)
COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. Owners Name : 74 /14 Coston cL(eits
2. Owners Address : 1158 73el5zade-S#oans6mo Road, A,,kzt NC 28539
3. Owners Phone (Home) 910-326-5123 (WORK) 910-326-5123
4. If Applicable : Agents name or responsible corporate official, address, phone number :
745ent Rc co-ownen /Glz gezzy Coston
1158 Sell?zade--Smansbow Road
or(u6ezt NC 28539
5. Location of work (MUST ATTACH MAP). County : Onslo?u
Nearest Town or City : gacksonville
Specific Location (Include Road Numbers, Landmarks Etc) : ;batcel 6etmeen 2)ee1zJ1eld SI') , 43uon Stanch Road
(NCSR 1308) A Y0estezn;3lvd 9xtension. See attacked Vicinity /hap.
6. Name of the Closest Stream / River : Closest blue line sttmm is ot(al?moon Czeek at Nottk end 4 tract.
7. River Basin : Alen, Rive,, (White Oak Rivet Sasin)
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS 1, OR WS II? YES ( ) NO (,1 )
9. Have any Section 404 permits been previously requested for use on this property? YES (?) NO ( )
If yes, explain. 3.4 acne 6o' wide 'R/YO wttk 0.21 acre toad ctosstruas (NYV?S #14) to access landlocked tract.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site : 85.6± acre S12) site.
(total quantity 4 404 wetlands in stc6gect patcel is approximately 16.o ± aczes.
11. Number of acres of waters of the US, including wetlands, impacted by the proposed project :
N2o?S #14 N2o;b #26
Filled : 0.33 ± acres 2.20 ± acres
Drained : ,Z'ea 10/2/96
Flooded : R49&Nd
Excavated
Total Impacted : 0.33 ± acres 2.20 ± acres = 2.53 ± acres
(WR Verbatim Copy ; from 3/30/92 DEM Joint Form)
DEM ID: .9 6 O 9 3
ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #) : # 14 9,26

JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
PO BOX 1890
WILMINGTON NC 28402-1890
ATT: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONM
NC DEPARTMENT OF ,
AND NATURAL R{ '
PO BOX 29535
RALEIGH NC 27626-0535
ATT: MR JOHN DORNEY 11
Telephone [phone]
t rr
SEP 1 9 M
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7)
COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. Owners Name : 74 A Coston dt(ei"s
2. Owners Address : 1158 S ,zade-Swans6ozo Road, A,,kzt /V(! 28539
3. Owners Phone #: (Home) 910-326-5123 (WORK) 910-326-5123
4. If Applicable : Agents name or responsible corporate official, address, phone number :
74gent & co-owned: 1117 gezzy Coston
1158 Se4wde-Swans6mo Road
A'16ett NC 28539
5. Location of work (MUST ATTACH MAP). County : Onslow
Nearest Town or City : 9acksonville
Specific Location (Include Road Numbers, Landmarks Etc) : ?5atcel 6etween "Dee"?ieU S12) Gjum 73tanch Road
ON SR 1308) & Western 731vd Extension. See attached Vicinit?l /1tap-
6. Name of the Closest Stream / River : • Closest blue line stzeam is c {alimoon Cteek at North end o4 tzact
7. River Basin : New Rive" (20kite Oak Rivet 73asi1t)
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS 1, OR WS II? YES ( ) NO (? )
9. Have any Section 404 permits been previously requested for use on this property? YES (,/) NO ( )
If yes, explain. 3.4 acne 6o' wide R/20 with 0.21 acne toad ctosslnys (N7U;?S #14) to access landlocked tzact.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site : 85.6± acre S12) site.
Total eluantity of 404 wetlands in su6gect pawel is approximately 17.8± acres.
11. Number of acres of waters of the US, including wetlands, impacted by the proposed project :
NLO;b #14 AIW;b #26
Filled : 0.74 ± acres 1.33 ± ac"es
Drained
Flooded :
Excavated
Total Impacted : 0.74 ± acres 1.33 ± acres Y-= 2.07 ± acres
(WR Verbatim Copy ; from 3/30/92 DEM Joint Form)
12. Description of proposed work (Attach PLANS - 8 1/2"*11" drawings only) : Fill Joz constzuction 4 x'12) stzeets &
zesidential lots.
13. Purpose of proposed work : ?5zoposed detached sin5le family ,esidential SI Z?.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also , note measures taken to
minimize wetland impacts. eayout based on minimum set6acks Jzom lazge czoq9-countzy powez line dezzicks (40') mandated 6y
c?59.e, minimum centez line zadius on stzeets, & setback distances mandated 6y 9acksonville zoning & S12D codes.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS)
regarding 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. Have you done so? YES (X ) NO ( )
RESPONSE FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO THE CORPS.
A.;!Plication mailed conceezzently to National /Rawne 2isheves Sezvice at(a&tat onsezvation 2Nvision ;5ivezs 9sland
Seauiozt, NG' 28516. telephone [phone].
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the
permit area which may be affected by the proposed project. Have you done so? YES (X ) NO ( )
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
A'Aptication mailed concuzzently to State Aistoac 5-Z??esezvation OJifce NC `Z)ivision 04 zchives And Aistozy log
Sast hones Stzeet. Ralei h. N 27601.
17. Additional information required by DEM :
A. Wetland delineation map showing all wetlands, streams, and lakes on property. (attached, may h `Z)on elements 1
B. If available, representative photograph of wetlands to be impacted by project. _(NA
C. If delineation is performed by consultant, include all relevant data sheets relevant to the placement of the delineation line.
((?op?d detezmination Jozm attached.)
D. If a stormwater management plan is required for this project, attach copy. (,Cow density option, su6)"itted S/12 /96
gpp?oved, copy attached)
E. What is land use of surrounding property? 'Ntached single t(amily zesidential subdivision & managed tim6ez ttact
F. If applicable, what is proposed method of sewage disposal? Sxistirtg central system Sctenti{ic ZUatez & S'ewe?
4-74-
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(WR Verbatim Copy ; from 3/30/92 DEM Joint Form)
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SOIL SURVEY OF ONSLOW COUNTY, NORTH CAROLINA - SHEET NUMBER 19
From Sheet 19
Soil Survey Of Onslow County
USDA, NRCS
1983 Aerial Photography
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Sheet 2 of 3 ?,

Scale: V = 2000'
0 1000 2000 4000
1 3/4 112 1/4 0 1 2 MILL'
1 0.5 0 1 2 KILOMETERS

SOILS
Map Unit Name
(Series and Phase) : Norfolk Drainage Class well drained
Field Observations
Taxonomy (Subgroup) Typic Kandiudult Confirmed Mapped Type? Yes No
Profile Description: Actual soils in wetland area found to be taxadjuncts to the Muckalee soil series.
Depth Matrix Color Mottle Colors Mottle Texture. Concretions.
inches Horizon (Munsell Moist) (Munsell Moist) Abundance /Contrast Structure, etc.
See attached abbreviated standard NRCS soil description for the Muckalee & Onslow soil series, the wetland and upland soils
typical at this location. Standard Norfolk description also attached.
Hydric Soil Indicators: (Wetland soil area only)
Histisol 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
_V Reducing Conditions V Listed On National Hydric Soils List
_V Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks : At and near wetland delineation Point P-1
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ® No (Circle) Wetland Hydrology Present? Yes No robabl (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks
P-1 sample location located along Cynress Creek a headwater tributary to Half Moon Creek
Revised to include uplands, 1/95
Approved by HQUSACE 3/92: (VERBATIM COPY)
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project / Site : Maynard Manor S/D Date: 07 Aug 1996
Applicant / Owner : A M Coston Heirs County: Onslow
Investigator : delineated by Wayne Ragland 910-347-9036 State: NC
Do Normal Circumstances exist on the site? Yes No 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)
Co-owner & agent : Jerry Coston, 1158 Belgrade-Swansboro Road, Hubert NC 28539 (910-326-5123)
VEGETATION
WETLAND Dominant Plant Species, Stratum, Indicator
1. Liquid amber styraflua Tr FAC+
2. Nyssa sylvatica biflora Tr OBL
3. Quercus bicolor TR FACW+
4. Ilex coriacea Sh FACW
5. Leucothoe axillaris Sh/GC FACW
6. Ilex opaca Tr FAC-
T.
8.
UPLAND Dominant Plant Species, Stratum, Indicator
1. Fagus grandifolia Tr FACU+
2. Quercus falcata Tr FACU-
3. Quercus nigra Tr FAC
4. Quercus bicolor TR FACW+
5. Pinus taeda Sh FAC
6. Ilex opaca Tr FAC-
T.
8.
II Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-); 95% [wetlands] II
Remarks : At and near wetland delineation point P-1. Plant species listed in descending order of abundance / dominance.
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge PFiaaaFy-4RdieateFs
_ Aerial Photographs Inundated
Other ,/ Saturated in Upper 12 inches
No Recorded Data Available Water Marks
Drift Lines
_
Field Observations : Sediment Deposits
_ Drainage Patterns in Wetlands
- Depth of Surface Water : (in.)
Oxidized Root Channels in Upper 12"
Depth to Free Water in Pit : (in.)
_ Local Soil Survey Data
V Depth to Saturated Soil : 0-12" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:-At and near wetland delineation point P-1.

Revised to include uplands, 1/95 Approved by HQUSACE 3/92: (VERBATIM COPY)
Norfolk Typic Kandiudult
Brown (5YR-2.5Y) > 60
WE - well drained NC
SCL, CL, SC VAR
5-18 2-8 18-35
0.06-0.11 0.10-0.20
<20/N P 20-38/4-15
FL - fine-loamy SI - siliceous TH - thermic > 60
> 4.0 WT CP - coastal plain MT - marine terrace MS NA
0-17 0-17 17-38 38-70 70-99 SL, fSL LS, US SL, SCL, CL
SM, SM-SC, SC SM SC, SM-SC, CL, CL-ML SC, SM-SC, CL, CL-ML
20-43 2.0-6.0 6.0-20 0.6-2.0 0.06-2.0 0.10-0.15
0.10-0.15 4.5-6.0 4.5-6.0 4.5-5.5 4.5-5.5 <25/NP-14
20-52/4-23
17
Ap ; 0-9" ; grayish brown (10YR 5/2) loamy sand ; weak fine and medium granular structure ; very friable ; few fine and medium
roots ; some darker-colored material in old root channels ; strongly acid ; clear smooth boundary. 3-10"
E ; 9-14" ; light yellowish brown (10YR 6/4) loamy sand ; weak medium granular structure ; very friable ; few fine and medium
roots ; some darker-colored material in old root channels ; strongly acid ; clear smooth boundary. 0-10"
Bt1 ; 14-17" ; yellowish brown (10YR 5/6) sandy loam ; weak medium subangular blocky structure; friable ; few fine and medium
roots ; strongly acid ; clear wavy boundary. 0-6"
Bt2 ; 17-38" ; yellowish brown (10YR 5/6) sandy clay loam ; weak medium subangular blocky structure; friable ; few faint clay
films on faces of peels ; many fine and medium pores ; strongly acid ; gradual wavy boundary. 10-32"
Bt3 ; 38-58" ; yellowish brown (10YR 5/6) sandy clay loam ; few fine faint mottles of strong brown, pale brown, and yellowish red
; weak medium subangular blocky structure ; friable ; few faint clay films on faces of peels ; strongly acid ; gradual wavy
boundary. 12-241
Bt4 ; 58-70" ; yellowish brown (10YR 5/6) sandy clay loam ; common medium distinct mottles of yellowish red (5YR 5/8), pale
brown (10YR 6/3), and light brownish gray (10YR 6/2) ; weak medium subangular blocky structure ; friable ; few firm yellowish
red plinthite nodules ; strongly acid ; gradual wavy boundary. 4-18"
BC ; 70-82" ; mottled brownish yellow (10YR 6/6), strong brown (7.5YR 5/6), yellowish red (5YR 5/6) sandy clay loam ; weak
medium subangular blocky structure ; friable ; approximately 5 percent firm, brittle nodules of plinthite ; strongly acid ; gradual
wavy boundary. 7-15"
C ; 82-100" ; mottled red (2.5YR 4/8), strong brown (7.5YR 5/8), brownish yellow (10YR 6/8), and gray (10YR 5/1) sandy clay
loam ; massive ; friable ; strongly acid.
The loamy textured horizons commonly extend 60 to 90 inches below the soil surface. Few to about 5 percent small rounded
siliceous pebbles are on the surface and throughout the soil in some pedons. A few fine or medium rounded ironstone pebbles
are present in some pedons. Reaction is strongly acid or very strongly acid, except where limed. Mottles, associated with
seasonal wetness, range from about 48 to 72 inches below the surface. The A or Ap horizon has hue of 10YR or 2.5Y, value of 4
to 7, and chroma of 1 to 4. Texture is loamy sand, sandy loam, fine sandy loam, or loamy fine sand. The E horizon, where
present, has hue of 10YR or 2.5Y, value of 4 to 7, and chroma of 2 to 6. Texture is comparable to A or Ap horizon. The BE
horizon, where present, has hue of 10YR or 2.5Y, value of 4 to 6, and chroma of 3 to 8. Texture is sandy loam, fine sandy loam,
or sandy clay loam. The Bt horizon has hue of 7.5YR to 2.5Y, value of 5 through 8, and chroma of 3 to 8. Texture is mainly
sandy clay loam but includes sandy loam, fine sandy loam, or clay loam. In some pedons, the Bt horizon below 40 inches
includes layers of sandy clay or clay texture. The lower Bt horizon is commonly mottled. Low chroma mottles are at depths of 4
to 6 feet. The BC horizon, where present, has hue of 5YR to 2.5Y, value of 4 to 7, and chroma of 1 to 8 or it is mottled with
these colors. Texture is sandy loam, fine sandy loam, sandy clay loam, clay loam, sandy clay or clay. In some pedons, this
horizon contains firm, brittle, strong brown to red peds or nodules of plinthite, but no horizon within 60 inches of surface has as
much as 5 percent plinthite. The C horizon, where present, has hue of 2.5Y to 5Y, value of 4 to 8, and chroma of 1 to 8 or is
mottled with these colors. Texture is commonly sandy but it ranges to clay in some pedons.
, •
Onslow Spodic Paleudult FL - fine-loamy SI - siliceous TH - thermic >60
Brown (5YR-2.5Y) >60 CL - coarse-loamy MT - marine terrace MS NA
MW, SP, - moderately well, somewhat poorly NC 0-17 0-17 17-53 53-80 US, LS
fSL, SL SCL, SL, CL VAR SM, SP-SM SM, ML, SC, CL SM, CL, SM-SC, SC 2-8
5-15 15-35 6.0 2.0-6.0 0.6-2.0 0.07-0.11 0.11-0.15 0.12-0.17
3.6-5.5 3.6-5.5 3.6-5.5 -/NP 25/NP-10 30/NP-17 .17 4
Ap ; 0-8" ; dark gray (10YR 4/1) loamy fine sand ; weak medium granular structure ; very friable ; few medium roots ; few small
brown concretions on surface ; strongly acid ; abrupt smooth boundary. 5-8"--
Bh/E ; 8-15" ; light olive brown (2.5Y 5/4) and light yellowish brown (2.5Y 6/4) with 25 percent dark yellowish brown (10YR 3/4,
4/4) and dark reddish brown (5YR 3/2) loamy fine sand ; massive ; few medium roots ; few fine pores ; about one third of the
darker material is strongly cemented concretions ; some darker material from above horizon in old root channels ; clear wavy
boundary. 3-8"--
E ; 15-18" ; light yellowish brown (2.5Y 6/4) loamy fine sand ; weak fine granular structure ; very friable; few fine roots ; few fine
pores ; very strongly acid ; clear wavy boundary. 04"--
Btl ; 18-25" ; light olive brown (2.5Y 5/4) sandy clay loam ; few medium distinct strong brown (7.5YR 5/8), yellowish brown
(10YR 5/8) and light brownish gray (10YR 6/2) mottles ; weak medium subangular blocky structure ; friable ; sticky ; slightly
plastic ; few medium roots ; few thin clay films on faces of peels ; very strongly acid ; clear wavy boundary. 6-15"--
Bt2 ; 25-35" ; light olive brown (2.5Y 5/4) sandy clay loam ; common medium distinct gray (10YR 6/1), light brownish gray (2.5Y
6/2) and brownish yellow (10YR 6/6) mottles ; weak medium subangular blocky structure ; friable ; slightly sticky ; slightly
plastic ; few fine pores ; few thin clay films on faces of peels ; very strongly acid ; clear wavy boundary. 8-15--
Btg ; 3543" ; gray (10YR 5/1) sandy clay loam with pockets of sandy loam ; common medium distinct strong brown (7.5YR 5/6)
and brownish yellow (10YR 6/6) mottles ; weak medium subangular blocky structure ; friable ; slightly sticky ; plastic ; few fine
pores ; few small bodies of clean sand ; very strongly acid ; clear wavy boundary. 5-10"--
Btg2 ; 43-58" ; gray (10YR 5/1, 6/1) sandy loam with lenses of sandy clay loam ; common medium distinct yellowish brown
(10YR 5/6) mottles ; weak medium subangular blocky structure ; friable ; slightly sticky; common fine and medium pores ; few
small bodies of clean sand ; very strongly acid ; clear wavy boundary. 7-15"--
BCg ; 58-75" gray (10YR 5/1) sandy clay loam with common lenses of sandy clay and sandy loam ; few medium distinct yellowish
brown (10YR 5/6) mottles ; massive ; soil mass is friable but the sandy clay lenses are firm ; sticky ; plastic ; very strongly acid.
Solum thickness is more than 60 inches. Soil reaction is extremely acid through strongly acid in all horizons unless limed. Some
pedons contain few to common mica and other weatherable minerals in amounts less than 10 percent. The Al or Ap horizon is
gray (10YR 5/1; N 5/ ), dark gray (10YR 4/1; N 4/ ), or dark grayish brown (10YR 412; MY 4/2). The E horizon is gray (10YR
5/1, 6/1; N 5/, N 6/ ), light gray (10YR 7/1; MY 7/2; N 7/ ), light brownish gray (10YR 6/2; MY 6/2), pale brown (10YR 6/3,
light yellowish brown (10YR 6/4; 2.5Y 6/4), light olive brown (2.5Y 5/4, 5/6), or yellowish brown (10YR 5/4). The gray part of
the range of colors of the E horizon is lacking in about 50 percent of the pedons. The Bh portion constitutes about 15 to 35
percent and is dark yellowish brown (10YR 3/4, 4/4), dark brown (10YR 3/3; 7.5YR 3/2, 412, 4/4), or dark reddish brown (5YR
3/2, 3/4) weakly to strongly cemented concretions. The Bh bodies are discontinuous and irregular in shape to thin and
discontinuous layers at the base of the Al or Ap horizon or throughout this horizon. In undisturbed areas, the Bh horizon is
commonly within 8 to 15 inches of the surface. In some pedons the Bh/E horizon is obliterated by tillage but the brown nodules
remain as evidence of the Bh horizon in the plow layer. The A horizons are loamy fine sand, fine sand, or fine sandy loam. Some
pedons have a Btl horizon that is pale brown (10YR 6/3), light yellowish brown (10YR 6/4; 2.5Y 6/4), brownish yellow (10YR
6/6, 6/8), or light olive brown (2.5Y 5/4, 5/6) fine sandy loam or sandy loam. The upper part of the Bt2 horizon is pale brown
(10YR 6/3), light yellowish brown (10YR 6/4; 2.5Y 6/4), yellowish brown (10YR 5/4, 5/8), or light olive brown (2.5Y 5/4, 5/6)
and the lower part is gray (10YR 5/1, 6/1; 5Y 5/1, 6/1), light gray (10YR 7/1,7/2; MY 712; 5Y 7/1, 712), light brownish gray
(10YR 6/2; 2.5Y 6/2), grayish brown (10YR 5/2; MY 5/2), light olive gray (5Y 6/2), olive gray (5Y 5/2), or pale brown (10YR
6/3). Texture of the Bt2 horizon is sandy clay loam and to a lesser extent sandy loam or clay loam. The lower Bt2 horizon
generally contain pockets or lenses of sandy loam. Clay content of the Bt2 horizon is 18 to 28 percent and is commonly on the
lower end of the range. Few to common gray mottles indicative of wetness occur within 18 to 30 inches of the surface. Mottles
of strong brown, yellowish brown, and yellowish red are few to common in the Bt2 horizon. The Bt3 horizon is gray (10YR 5/1,
6/1; N 5/, N 6/ ) with mottles of yellowish brown or strong brown. Texture of the B3 horizon is sandy loam to sandy clay loam,
and commonly contains lenses of more clayey material. The lower horizons consist of interbedded sandy and clayey Coastal
Plain sediments.
T . .
Muckalee Typic Fluvaquent CL - coarse-loamy SI - siliceous TH - thermic Nonacid > 60
Gray (chroma 2) NA CP - coastal plain FP - floodplain, frequent to occasional AL
NA PO - poorly drained GA 0-6 6-64 L, SL, LS SL, LS
ML, SC, SM, SM-SC SM 10-25 5-20 0.6-2.0
0.6-2.0 0.09-0.15 0.08-0.12 5.1-7.3 5.6-8.4
<30/NP-10 <20/NP-4 D .20 5
Al ; 0-6" ; dark gray (10YR 411) loam ; weak, medium, granular structure ; friable ; common, thin 0.1 to 0.2 inch thick strata of
light gray (10YR 7/1) sand and yellowish red (5YR 4/8) clay loam ; many fine and medium roots ; strongly acid ; clear wavy
boundary. 3-12"--
Cgl ; 6-28" ; gray (5Y 5/1) loamy sand ; single grained ; friable ; common, thin (9.1 to 0.3 inch thick) strata of light gray (5Y 7/1)
sand and yellowish brown (10YR 5/6) sandy clay loam ; common fine roots ; medium acid ; clear smooth boundary.10-24"--
Cg2 ; 2843" ; dark gray (5YR 4/1) sandy loam ; massive ; friable ; common, thin (0.2 to 0.3) inch thick) strata of grayish brown
(10YR 5/2) and pale brown (10YR 6/3) loamy sand and light gray (10YR 7/1) sand ; few fine roots ; slightly acid ; clear smooth
boundary 10-20"--
Cg3 ; 43-53° ; thinly stratified dark gray (10YR 411), very dark gray (10YR 3/1) and light gray (10YR 7/1) loamy sand, sand and
sandy clay loam ; massive ; very friable; few fine roots ; slightly acid ; clear, smooth boundary. 0-15"--
Cg4 ; 53-64" ; gray (10YR 5/1) sandy loam ; massive ; friable ; common, thick (0.3 to 2.0 inch thick) strata of light gray (2.5Y 712)
sand and few strata of yellowish brown (10YR 5/6) clay ; few fine roots ; slightly acid.--
The A horizon is strongly acid through neutral and the C horizon is medium acid through moderately alkaline. The A horizon has
hue of 10YR, 2.5Y, or 5Y, value of 3 to 5, and chroma of 1 or 2. Value of 3 is allowed when A horizon is less than 6 inches
thick. Texture is loamy sand, sandy loam, or loam. Some pedons have lower C horizons that are greenish gray (5GY 6/1), 5/1;
5G 6/1, 5/1). Few or common thin strata of contrasting textures are allowed and range from 0.1 to 1.0 inch in thickness. The C
horizon has hue of 10YR to 5Y, value of 4 to 7, and chroma of 1 or 2. Some pedons have lower C horizons that are greenish
gray (5GY 6/1, 5/1; 5G 6/1, 5/1). Few to many strata or mottles have hue of 10YR, 2.5Y, or 5Y, value of 3 to 5, and chroma of 1
to 8. The C horizon is loamy sand or sandy loam. There are strata of sand, sandy clay loam, or clay loam 0.1 to 3.0 inches
thick. The 10 to 40 inch control section averages about 10 to 18 percent clay.
+ As.
NORTIh CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
1. GENERAL INFORMATION
1. Project Name Maynard Manor Subdivision
2. Location, directions to project (include County, Address, State Road) Attach map. See Map.
;. 0wner's Name_ A. M. Coston Heirs___ _ Phone [phone]
4. Owner's Mailing Address 1158 Swansboro-Belgrade Road ____
Cdy Hubert State NC 28539
5. Application date SQpt. _ J0, 1996 Fee enclosed S
6. Nearest Receiving Stream Half Moon Creek/New $j ver _ Class _ Sc
7. Projectdescription Residential Subdivision
if. PERMIT INFORMATION
1. Pertnit No.(lbh{(illydinhyUEM)
2. Permit Type_ New Renewal XX Moditication {existing Permit Na. ) SW8 960702
_
3. Project Type: XX 1-ow Density Detention Infiltration Other: Redevelop General Dir Cert
4. Other State/Federal Perinits/Approvals Required lrlteck appropt„tte hlul:ks)
LAMA Major Sedimentation}Erosion Control XX 404 Permit
I11. BUILT UPON AREA (Please see NCAC 211. PGW rhnt .10()7 j)r applicable deersi y limits)
Drainage Drainage
R? Basin
t'lassificanon Sc
Allowable Impervious Area 30%
Total Project Area 89.60 Ae. s
Proposed Impervious Area 26.48 Ac.s
% Impervious Area 29-??
IV, STORMWATER TREATMENT (Vescribe hnn Me rtuief)"will he !reared)
Breakdown of Impervious Area
(Please indicate below the dcsimis itnper.-ious area)
Buildings 21_()g gr- _
Streets 5.43 Ac. s
Parking/SW _
(der
't'otals
Low Density