19880271 Ver 1_COMPLETE FILE_19880101

SG1TF o?
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary July 18 , 1988 Director
Mr. Tony Grigsby
Engineering Consultants
115 North Fifth Street
Wilmington, NC 28403
Subject: Proposed Fill in
Headwaters or Isolated
Wetlands
Grabenstein Property -
Proposed Road
Pender County
Dear Mr. Grigsby:
Upon review of your request for Water Quality
Certification to place fill material in a wetland area
adjacent to a ditch to the AIWW, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2176 issued November 4, 1987. A copy of
the General Certification is attached. This Certification
may be used in qualifying for coverage under Corps of
Engineers' Nationwide Permit No. 26.
If you have any questions, please contact Bill Mills at
919/733=5083.
Sincerely,
Original Signed BY
William C. Miilts
For R. Paul Wilms
RPW/dkb
Attachment
cc: Wilmington District Corps of Engineers
Wilmington Regional Office
Pollution Prevention Pavs
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
X.'

a
RECEIVED
M . william Mill's
Water Quality Section
Division of Environmental Management
M_ C,_ Department of Natural Resources
and Community Development
Post Office, Box. 27687
Raleigh, North Caro:l:n_n..a 27611-7687
td : Mr_ Gr°abenstein I'rof.)ert:y
Topsail. Road Construction.
Mr- Mil-Is.
J NJ N 2.4 1988
WATEr. QWT?, i"' y F.,
Jurae °x(3...198£3
#:'.l eas:? find ene l.osed the necess ar 4 info,+r mati..on to request a
G I?EILAL .firRMIT for tb abo=de refetrence construction activities
?[ 'I`?he pr°o_r)osed activities are located ted in,? :bender County near Topsail.
North Carolina. The attached mi s aSy: -ow the 3i.--ati.o.r~i. -and a,g Yprol1...f.alate
extent of the constraction activities, aa. Yue di scussed during ,_;u.r
z hone ckolavt.rsats_Q. n 01, STul.le- 1.7..._1988- °i'I••.ris project involves filling of
earth materials within areas previously desi.g;nated as we:: lands or
the purpose of an access road, c.leanout of an existing pond (dredging)
and excavation of diversion ditches along property boundaries to
re -r~o: ute surface flow to ensure sediment/stows water -ontrol _
The total vct land area involved in construction activities, as
desc..ri_bed above., will lie approximately 4 acres. or less-
As outlined by the attached U_ S. Topo. Map (H.!?tMPa'LEAU) and
TOPSAIL), t;:tae project will. be .located within. the Head-Waters -Head-Waters of
ura.---nairied trYbutar.i.e s (?freslz water drain.at e basins) of the Intracoastal
Waterway,
T. has,Fe al-so enclosed a. copy- of part of the fender County Higihway
Dep rrtment Map to more clearly delineate the :location. of the construe-
Lion act:i.vities.. As shown by the attached Construction Plan Map and
tli : attached .Elig,,hway Department County Road Map, all drainage from the
operation will be re--routed to a seci.i.naexat control. pond in the agaprox _..
i.macte Center of the ope.ration. The final disn;.aarg e point from -the
pond wi.1_1 be. routed to the northwest end of the operation to a sma.l l_
natur.a:l draiiiway (fresh water drain), which eventually discharges
into the old Topsail. Creek, as ident:i.f .ed by att?-wched snaps..

Your cooperation and prompt attention would by appreciated
regarding this request.
If additional information is needed or if you have any questions
concerning the enclosed information, please contact me .at.
E#:;NCITNU ERI E G CONA IILTAN`I S)
15 NORTH FIFTH STREET
WILMINGTON, NORTH CAROLINA.
Phone(91.9) 762--l,430
Sincerely,
Tony Grigsby
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LEGEND
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R IRON PIN CL RORD
D IF - IRON PIPE
o DIP - OLD IRON PIPE
D SURVEY POINT NET LAW LIHIT5 (PINK FLPG;
se aF JOD 150
I
P FILL AREA
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FILL
AREA'
, I
. 5 3407'19• E - 381.00'
?. 5 34'09'50' E - 30.75'
3. N 53'15'70' E - 18..0'
4. 5 53'0000• E - 58.50'
5. N 70'10'00' E - 31.00'
6. N 21'45'0' N - 357.00'
7. N h1'21'3/' N - 65.06'
D. N 0.4'' X - 93.00'
9. N 61'53'16IBN - U.50'
10. N 59'37'36' X - 61.40'
t1. N 46'32'54' X - 90.64-
12 . 24.01'03' E - 69.00'
9. N 31'06' 1t6' E - 6-.90'
14. N 66 13'6' E - 37.20'
15. 5 53.02'42• E - 49.23-
16 . S S7'13'28' X - 106.28-
1 7 . 5 42'11'20' E - 99.51'
!9. S 44'06'38' N - 45.67'
20. 5 74'35'21' X • 69.65'
21. 5 22.09'59• E • 109.10'
22. 5 34:38:39: W - 41.62'
23. N 39'SI'25' X - 105.02'
24. S 25'21'00' N - 41.00'
25. 5 51'06'0 X - 61.48'
26 5 48'38'60 X - 54.33'
27. 5 81.04'34 E • 173.93'
A. N 1715'0' E - 147.0'
29. N 49'31'00' E - 61.0'
30. 5 81'47'53' X - 50.39'
31. N B8'22'49' N - 35.77'
32. N 35.36'36' X - 94.49'
33. N 35:33:1133: X - 76, 97•
34. N !4.18'13' R - 48.26'
r. N Q•2l'14- E - 117,70'
16. 5 61'13' 16' E • 66.43'
37. N 402' IS' E - 94.98'
38. 5 00 '?3'21' E - 104.21'
p. N 74'42'48' E - 47,81'
W. N 78'35'0' E - 63.89'
11. 5 80'48'19' E - 210.54'
42. S 31'30'18' E - 49.05'
4. N 70.11'06' E - 21,34'
44, 5 61:46:20: E - 92.0'
45. 5 n•50'11• E - 4.68'
46. 5 30.12'23• X - 46.36'
47. N 42.57' 13' N - 38.75'
'
48. N 68.37'59' N - "le
19. N 35'10'46 X - 92.69'
iO. N 31.18'31 E - 35.22'
II. S 02'58'!1' E - 44 .0'
'2. N 66'1638' N - 60.39
a, N 74'26'45' X - 43.21'
;4. S 59.38'57' X - 23.85'
S. 5 57'32'33' N - 27,84'
d S 72:05:3 ' N - 29.56'
7 S 173612' N • 37.04'
A. 5 21.00.00• N - 46.00•
9. N 79'17'43' N - 56.25'
SECTION - 1
PROPOSED
FILL AREA
0.82 ACRES
- NET AREA -
1 19 - u SECTION- 2
PROPOSED ROAD
li FILL AREA
>> ` 9D .EXISTING DITCH 0.074 ACRES
W- PROPOSED
SEDIMENT POND
?D
`b
?Q
m+
NOTE' THE PROPOSED FILL AREAS WITHIN SECTIONS
PREVIOUSLY CLASSIFIED AS WET LAND, AS SHOWN
WILL BE ROAD CONSTRUTION ACTIVITIES FOR ACCESS
PURPOSES AND 1.2 FEET OF FILL ADJACENT TO ROAD
TO PROVIDE ADEQUATE SURFACE DRAINAGE.
TYPICAL -ROAD SECTION
A•A
40
y.!
EXIf TINE GRADE
CROSS DRAIN Q S' CRUSH 'TO NF AN0/OR
CULVERT DRY EARTH YATERIAL.
AVILA SUBDIVISION
BOUNDARY OF WET LANDS
PLAN VIEW
SHEL 71 - 1
SCALE: I" = 100'
PROPOSED DITCH ' S.33 SS's ASP E. - SSS 2.6` EMSTIAi DITCH
EJMRE -
•?
k er- t
\ 1 -
h.'M:\?
F
''rt
?' EXISTIN4
FILL .. .
REA POND FR.LAREA -
.
.
?? A ,i
36
29 VEf AREA -

± CULVE
?
?
??
\? ? ?
?
1? CULVERT
/ 44 4
ems(
r
a' ? ?ffra-f :
E
... +
~
+
_ 34 07'19 E ?-.-
.-?-.-.?-f
IP
2'
PROPOSED O.TCX SECTION - 3
PROPOSED
FILL AREA AND POND CLEANOUT
3,00 ACRES
TYPICAL ROAD SECTION
B•B
SO' FILL MATERIAL ADJACENT
FINAL <29' TO ROAD TO SE I' TO 2' M DEPTH IN
GRADE -7 =O. 4 LOA ELEVATION ARU3, FOR SURFACE
Il I- `` DPIINRiC PUR PD/EE.
Sr.EtiM.••T tXISTIN9•-SRADE
SA ALES CRUSH STONE AND/OR !2
[2 DRY EARTH MATERIAL

DITCH
.,
VICINIT7 WPP
Wx6ii SITE Mme./. //
• ISO ,? I,
op50il
H,.^ Beach
i
N pq? ?.
PENDER COUNTY
mrlvq rc nlD4ars
swE? r . a xlm
1. CHRRLE5 C' MOORE Jr. REGE5TERED LRND
SURVEYOR, DO CERTIFY THRT THIS HPF MRS DRAW
FROM RN ACTUAL SURVEY MRDE BY ME OR UNDER
MY SUPERV15ION FROM INFORMATION TRKEN FROM
RCTURL FIELD POINTS SET BY Mr. DRVID DUMOND
CONSULTING BIOLOGIST, OESIGNOTING NET LAND
LIMITS, RND THRT RLL INFORMATION HEREIN 15
TRUE RNO CORRECT TO THE BEST OF MY KNONLEDGE
RND BELIEF.
MITHNE55 MY HRNO, 5ERL RND REG. No. THIS
1P_ DRY OF aCA(c 1988 R.D.
S VEY: CHARLES C. MOORE Jr. REG. No. L-1318
514 MOHICAN T.RRIL
NILIMINGTON, N. C.
R
I IEQ LINE. 11, 12, 13, I! D 59 Of(II/tlS D4/I ;.dd
• REVISION x n. Yr.
No
ENGINEERING CONSULTANTS
IfST ArINDSOR DRIVE
I/ILIUAVTON, NORTB CARDLfNA 28403
(nF/ nM-ew
001a11NC@ (AM BOA WCVT 0 YOM) Tmy-' AVILA SUBDiV7510N
CI e
? BOUNDARY OF VIE? LANDS
PR4LZM a ae'o3AN
• NNmAR+-
P1 SHEET - 1 RNDT67N
REF. DIf08.: DAA1N: T
0 CS71CXm. E.LL AWQ ELL
. CCN. CCY.
BATS 03/29/88 - 03/29/86 DAa 03/29/88
EC 308 No. EC-TOPI-WET 6CAM AS SNONq DVG. I, AUTO: TOPI-YET
9181! TOPI-rET.5OD
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