19920185 Ver 1_COMPLETE FILE_19920101

StATE
State of North Carolina
Department of Environment, Health, and Natural Resources
I)ivision of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, (,overnor
William W. Cobey, Jr., Secretary
April 30, 1992
corge T [:verett, Hi.I ).
[)irector
Un.i.ted Turf, Inc.
-Aty R. Lucks
Route i, Box 170
Powells Point, North Carolina 27966
Dear Mr. Lucks:
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Irrigation Pond
Hertford County
DEM Project 92105
Upon review of your request for Water Quality Certification
to place fill material in 0.6 acres of wetlands for irrigation
pond located at Route 258, Murfreesboro, North Carolina in
Hertford County, we have determined that the proposed fill can be
covered by General Water Quality Certification No. 2671 issued
January 21, 1992. 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 John Dorney at
919/733-1786 or 919/733-1787.
Sincerely,
(10L? " 0?-? ,
rge T. Everet
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washing?on Regional Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
RI ( ,I( )NiAI ( )FI I( I"
A,11cv111c IaVctwvillc Moolt-willc Kllcll,h Witihington Wilntmr!um VUui,1,11 lcm
70-11251 t)208 919,18615,11 7(14/661167) 919/s71 47(X) 919/9?664N1 919/395 ilxx) 919/814, 7(X)7
Pollution Prevention Pays
I'O L'us 29515 ILdcy,h. Nrntli ( ,nidind 276260Kis k•Icph„nc 919713701?
•ro: oonn uorney
Planning Branch
„j DIVISION OF ENVIRONMENTAL MANAGEMENT
s CAMA MAJOR PERMIT APPLICATION REVIEW
WaRO PROJECT
REVIEWER: SAWYER
WQ SUPERVISOYER DAT
WETLAND INFORMATION FOR CENTRAL OF ICE ACKING
PERMIT YR: 92 PE T NO.: COUNT
PROJECT NAME: ?? I o NUS Get
PROJECT TYPE: PERMIT TYPE:CAMA
COE #: DOTI Y
RCD FROM CDA: DCM DATE FROM CDA:
REG OFFICE: WaRO RIVER AND SUBn ?ASIN#: e"
*STREAM OR ADJACENT WATER BODY: njX,1? ? 1?c?-s. r f
CLASS: vs"> STREAM INDEX
*OPEN OR CLOSED:
WL IMPACT : 0 • /{ tr, WL TYPE:
WL REQUESTED: O•G? WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: RATING SHEET ATTACHED?:
RECOMMENDATION: SU ISSUE/COND DENY
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PR JFiCT? DEPTION:^4eaa.Pd
,vVtrA U
WATER QUALITY CERT. 401
CERT. REQ'D:
IF YES, TYPE:WA(p

A
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: fvlq-
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: WETLAND: 0.6 O-C-
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? /Vfi-
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARIN
ARE THE FOLLOWING ADEQUATELY ADDRESSED? ?/
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGENINBASIN: CLOSURE OF SHELLFISHING WATERS:
Page Two
9a -o zq JZ
-1, a
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
cc: Central Files
Washington Regional Office Files
DCM-John Parker
Elizabeth City
Morehead City
Washington
COE:Washington Field Office
?z /95,
Application for 401 Water Quality Certification
is application form shall be used
to apply for a 401 Water Quality
Certification in accordance with
Section 401 of the Federal Water
Pollution Control Act for all
projector that result in the
alteration of waters and wetlands
of the State.
office Use On1Y.
Date Received:
Region:
Colmnent Date:
Action/Date:
Crcers Name- United Turf Inc.
Powells Point NC 27966
(city) (State) (Zip C e)
Phone Nuniber:(W)1-800-421-7649 (H)
Location of Project: County: Hertford
Proper 'er`s Address: Route 1, Box 170
M
APR ? ?t street P.o. sox
_P ow ._.P.?int North Carolina 27966
?..._ _ state (Zip code
Et i?_.._.? .?!?
3. Property owner's Phone Number: (W)919-491-8561(A) _
4.Agent `s Name: United Turf
5. Agent's Address: Route 1 Box 170
(Street P.O. Box)
6. Agent's

Specific Location: Route 258, North of the
town of Murfreesbotro sewage disposal hay fields
(United Turf sign at entrance to property)
8.
9.
Name of Closest Stream/River and Classification:
Meherr.in River.
River Basin:Meherrin River Basin
10. Number of acres of wetland which will be irupaeted by the
proposed project: .6 of an acre Filled
that will be Drained
under water inundated
Excavated
11. T al number of acres of Wetland located on property: 200 (estimated)
r
12. Description and purpose of project: construction of a
pond for irrigation purposes.
13. State reasons why the applicant believes that this activity
must be carried out in wetlands. Also, please note measures
taken to minimize wetland impacts. Attach additional sheets
as needed.
See attachments
14. Method of sewage disposal Not applicable
I certify that I am the current owner of the property
referred to in this application and that all information and
documents submitted with this application are correct and are an
accurate depictijdQ of the proposed project.
'slsidnature) /(mete
TOTAL P.06
unite turf
R1. 1 ROY ]I() • f OWrl Is POINT, N.(" . 77966
(911)) 491 V)e)1 9 1 800 471 7649
F AX: (919) 491 (1154
The proposed dam site was inspected by the Army Corps of
Engineers and was found to be exempt from the nationwide
permit process. A letter is being mailed to clarify
this. n
Signed: / _Y
r 41/U, President
Date :. -- -- --y-13`i Z- ---- -- - - --- --
IOIIISBUR(, N? 1??WIiI? tr NNI tJ? IPAfAIIrJ vn
VL*1'A 7' N7' OF Conservation Tarboro, North Caro[ i na„ .27886 " .
AGRI UL "RE Service T'e[ ephone: C919.) 823-3234
---- -- ----------------------------
V
" (C aI,I Icc? (tt??
SebT t ENG - Soils Investigation - United Date: May 8, 1969
Turf Farm, Hertford County, NC
To: Paul Boone, District Conservationist
USDA, Soil Conservation Service
:P.O. Box 265
Winton, North Carolina 27966
On May 4, Greg Hughes, yourself, and I visited the United Turf
Farm In Hertford County to look at a proposed embankment pond
site. We specifically looked at the soils and augured holes in
the proposed dam profile, emergency spillway, pond reservoir, and
borrow areas. Based on the information we obtained and the
information you obtained on a previous soils investigation, there
are several concerns that need to be addressed in planning an
embankment pond at this location which include:
1. Borings taken in the proposed dam profile revealed clayey
sand (SC) to a depth of 24" - 36", blue-green clay (CL)
approximately 1 foot in thickness, returning back to the
SC material. During construction the cutoff trench must not
extend through this shallow layer of clay.
2. A layer of silty gravel material (GM/GC) was found at 39"
in the proposed emergency spillway. The emergency spillway
excavated bottom must stay above this layer of material.
Must also be careful when shaping the reservoir area not to
expose this layer.
3. Borings were taken to locate a borrow area for the dam fill
material. Material found consisted of a 2-3 foot layer of
SC, SC/CL. This material is suitable for use in the dam core
and outer shell only if it is compacted with a sheepsfoot
roller. Compaction should be done in approximately six (6)
inch thick layers and compacted with a minimum of four (4)
passes per unit width of fill lift.
4. Soils investigation showed that there is a shortage of
CL or CH material which is the preferred soil material needed
to construct the cutoff trench. A source must be located for
this impermeable material to backfill the trench.
These concerns must be addressed during construction. If I can
be of further assistance or if you have any questions, please
advise.
9 0(`y? 1'.j11vh1)'rr1
Joy P. Sherrod
Civil Engineer
CC: S. Cox
D. Jones
????????? ?????i-•.y ;>01l P-U. lfox 1U, i_'U! Ni. Andrews S(.
DEPARTMENT OF Conservation Tarboro, North Carolina 27886
AGRICIILTIIRE Service Telephone: 1919.) 823-3234
------------------------------------------------------
------------
Subject: ENG - United Turf Pond Date: May 22, 1989
Hertford County, NC
To: Paul Boone, District Conservationist
USDA, Soil Conservation Service
P.O. Box 265
Winton, NC 27986
Enclosed is the design packet for the United Turf Pond. Before
the design will be complete, you need to calculate the volume for
earth embankment and place the figures on the NC-ENG-13.
A dam safety permit must be obtained from NC Dept. of NR&CD
before construction is started. If construction is not started
within one year from the date on the NC-ENG-13, the flood plain
must be re-evaluated for safety hazards.
If you have any questions or comments concerning the design
packet, give me a call.

Joy P. Sherrod
Civil Engineer
Attachment
cc: S. Cox w/o attachment
W
O
Q
Q
I ^
N » r w
M
=: n
7 r o
jry
A
Ir

?
r
G
r r

a
0
c
t
h
T
co
I
v
1p
f,
r«
0
N
n
A
:A
0
fi
N
O
C
,
A
a

V
?n

A U N,
N
{
K N
v
? y
A
{ =h N b
y,

? r
1 N
, o •,

n
(n1
T

E? q
8
O
O?
x?
IA a ??
n J <
`I P
F j
z
?V
r
Z
z tag
o ;
s
a
0
Q
o?
fi.
4p
ri-
LO 9
3
A V
N ?
?i
Rao
-42
o "{
E' 3
n
r+ N`8'
I o
•V
ID
4E

n
7
3 ? ? ? n 11
f0 ?I

n .. lA

-k h
I'
On v'
4

`) 04
??pp M M H
p Y?
C
v 7 j
p
N 3
tid q W
t? A N
w
r P w o
d
?- q. y? wo ro N
R C A •?
ro

i n ? p? w M
6 6 w

i
? M

ro W

m

?
?
n
? tp
a

N N

a a ^ a

a ol
o

?
o n
K

T
°
MMM
' °• 2
0
1 1
d
a a fo N -.
u N c
O ppp

o
b
o
\ V
° $ e c e ?' e n
A. ?
?o N D
1n O
N O
U p
N n „
N

v
Q
i e°
?
?
?j ?
?
U1
b ?
\ ?
p t t
O d
4yS r 4 t° \ ? ? ? ? ?•

y ?n ? 0

l 3
t
ti
U. S. Department of Agriculture
Soij Conservation Service
NC-ENG-34
September 19£30
File Code: 210
HAZARD /CLASSIFICATION DATA SHEET FOR DAMS/ /
Landowner ?,• , 1C t ?tr County /`- C , A,
Community,or Group No. G -`, Conservation Plan No.
Estimated Depth of Water to Top of Dam 16_,617 Ft. Length of Flood Pool 904) Ft.
Date of Field Hazard Investigation ,! I $ ?i
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. s eva on
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
? uj Am P- -V o c n/ 0 Q
• To Afehe?rih:• Ye
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach

Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V) (?%;?s?
name t t e
Concurred By 90 ` ?? C f??? ?l(.??r Ci
nam title
Date l Ale
Date
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach--that is--a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

SCS-ENG-538 U. S. DFPARTMENT OF AGRICULTURE
Re,. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND RITF
FARNIER'S NAVE _ DISTRICT 4.,CC
DATE. COUNTY 162CI firrf
S. C. S. PHOTO SHEET NO. - WORK UNIT
WATERSIIED AREA MEASUREMENTS
CROPLAND 153'? ACRES PAST'URF, ACRES Pc.ul / 13 crY
WOODLAND-Y-ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIUiJIBT
SKETCH OF PROPOSED POND S140WING WHERE, BORINGS WERE MADE. (Approx. scale 1"• feet)
Locate reference point in center line of dam and Identify on sketch.

Zra

I

SHOW
DEPTH

SCALE BORING NUMBER AND PROFILE
Make and list dam-site and spillway borings first • then ponded area and borrow pit borings • separale with uertical red It"*.
(Continued on back when necessary) Show water table eleuotions on dam•site borings.
2 3 fg ) 6 6 7
8
0
11
12
13
6
16
17
19
19
n
..
O
A
C
O
M
O
T
r 1 "S 5
i -c4 WSC -C It

1 1
(7) (Id l

i SM :X ,- tts p u G

oonet mil, She-rro )
BORINGS MADE BY SIGNATURE & Trn E
TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP-Poorly graded gravels
GM-Silty gravels, gravel-sand-silt mix
GC-Clayey gravels; gravel-sand-clay mix
SW-Well graded Lands; send-grovel mix
SP-Poorly graded sands
SM -Silty sand
SC-Clayey sands; sand-clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays of low to medium plasticity
CH - Inorganic clays of high plasticity
MH - Elastic silts
OL-Organic silts and silty clays, low plasticity
OH - Organic clays, medium to high plasticity USDA CLASSIFICATION
g - gravel
a -,sand
vfs - very fine sand
sl1 sandy loam
fsl'I- fine sandy loam
1- 1'm
gl -Igravelly loam
si-kilt
ail isilt loam
cl- lay loam
sicl -silty clay loam
scl -sandy clay loam
sic-silty clay
c - clay
1. Suitable material for embankment in available O Yen n No (/"dicer. u,h..r 1nCalyd on Ih• .skotch on
rw»rs? side)
REMARKS:
2. Explain hazards requiring special attention in design (Srmov*, joclna,. mcA etc.)
u '
spf'Ci C01) A
'b??
GENERAL REMARKS:
24 26 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 60 61

m

ll.;;. DE:I"cltlrI1-:I, 11, OF N:RI(:III,TIIRV',
SOIL CONSERVATION SEItVWI-;
POND DIISICrl - t:01W SI!E:I%
(Not F l (,c,d P'.n t ed )
NC-1'.NC-
10-85
pni,;l ilwnet -UNIt-G L? TUi Ad,Itc,sr:
County f C-R7Ec?Fz[?- .. 'I'c l rlcbnnc No . Loral ion (oclc I'?IVt'?re'c°Cf?«v.ZS
DI TE.Rr1INAT 1011 OF RUNOFF CURVE. N111111F.R FOR ANTFC1%1)1. 1 l' SO 11. M01 STARK CON1) 1 V 101`1 1 1
(I'I,nl,tc r 'I I:ngineel inF Fie ld Ilnnun l)
Land tkw Or frorllnrc•nl Or Ilydroloyic• llydre,lul•, ,: Acres C I I I 011-ve No.
Cover Practice Condition Svi-1 (:ruclp No. ;?c re,
- adds -- L,C_k - - - ??? 27'

ZB,-S-- - -
-- -
- -

-Sum of Acres &0 Sum of Product = yk(n:
Sum of Curve
IJerght.ed Curve No. --- - -
'
' No x_ Acres `?h6 Z
-- ---- - -
'2 Il
se (N
- gp
Sum of
T
otal No. Acre s L_0 ._...--
(1NERAI UAI'A S1)HMAR Y
I I a z a r d Class (NI?r1 i2o.2..1(e) ) Normal (JaIV Lev el Elev.
Drainage Area - -(o0- - Ac. Required Storage (Ft.) + 1 C
Average Watershed ;dope /, Crest Emergency Spi l lway - -- - -Elev. 571,
Z
Slope Interpolating; (Correc•t.i.on)
(F.FM Page 2-8.1) I'arI or rlormal Pool Surface Area 115 Ac.
( _S_ 1,2 1 - 3q,(e1'?
Effective Height - Ft (r1Er1 520.21(4)
Emergency Spillway Stage (Hp) (Ft.) f ?c2
Design High IJalor
1-_
Freeboard (Ft..)
Settled Top of Dam F,lev. 621
Storage - `/,jL_ Ac. Ft. (NF•M 520.21(b))
Effective sleight x Storage - 9Z•'1_Z. ??-(fL
Engineering Job Class - L (NEM NC 501.09
Est. Storage to Top of Dam /a,/D Ac Ft
Overall Height (NEM 520.21(c)) Ft.
Dam Safety __ YES Inventory Size
V[)
-
(NEM NC 501.09) (NEM 520.21(f))
REQUIRED DF."CEN'CION S'1'ORACE (PS-318) (EFM - Chapter Z, Rainfall Data Maps)
Yr - _ ?- Day = -- 3,3 Inches Rainfall Inches Runoff (EFM P, ge 2-51
Required In. Runoff)( APO Ac
= -__-- ------ . DA)
Ac. Ft • See n NachPd she 1
Storage 12 In./Ft. Ac- .Ft. Ac.(lool) Ft. Use I
EMERCEN(:Y SPILL,IJAY UF.SIGN (PS-318) ( I?FM - Chapters 2 6 1 1) (;? - 13o -ki.37 • 1 25 ?
-?5 Yr - --? _.-- Day Inches Raiit fa I I - ( IUD CFS)( -- _-_ ) = Q = _L -_6 CFS
(EFM 11-53 to I1-5410 Retardance:--J) --- Maximum Velocity:____5- __fps Length Control Section: 2!r~
Discharge (q) = 3 CFS/ft. Stage (11p) ft. Outlet Slope Range -?-- Min - Max
Bottom Width = R 9 = /,?y:L, - -3 2&,8 7 Ft . Use <?a Ft . Use Out let Slope %
Computed By ?? w/1 't Date S' ?!
Checked By Date

?.3? c]G--?'? ->r- ?/•?; nr,) ( /, c? •l-a.) - 194• occ-?f = `/y 3a ac-?Y?
/. 5r/ i ?r/ir'S - VS
7 (,r /1/t^!:r cyn?Tbrr?l '',/C'liff' /,/(, i r1C/r(`5 ruY,11<? = V?
0-
7-1"y /U t'/)//)
L-1,5 0
Cl)
?X
J
?y ?? I (( ?, ?. ?. ?.1.', -f+ /?I-?? I+ .148 •77-4
Cr„(?„?r?r??y jor//woy
/moo. ?.;7 ; Yr / 12, j/ 5/(err 1 E'V r'/1 -, > - / 3U C s
y.37c-)'
130 C45 - 1-4 3 7 c-is = /a (c3 C-i s 13 : -Y/, 88 74!?
r./ 5 C •Y-z 4-/

NC-ENG?18 U. S. Department of Agriculture
8/72 Soil Conservation Service
(formerly NC-4)
HYDRAULIC CALCULATIONS
Watershed or Project L IAII7"--1 %??RF f vNC1
Structure No. or Loc. //??;Fc?? C?v?1n/T?
Ca1c. ? Date ?l?0189 Ckd. Date
c yi
LOW STAGE WEIR
Crest Elev. J ?-p LOW STAGE, ORIFICE
Centerline Elev. .v-0 ,
Size
Q CLh3/2

7rld L .3 ,93 Ft.
Q = lalt3 113/2 Size
Q n ca(2gh)1/2
f
a /.a Sq. Ft.
Q ; Va h1/2
Elev. Feet t13/2 C.F.S. Elev. Feet hl/2 C.F.S.
Q D, O
•I ,
,7

3 ` 3 `)
S 3? !6 D

r ( 7 r -1. 1 el --t 1J , 1? -7

HIGIi STAGE WEIR

Crest Elev.
Size =
3/2
Q = CLh
C =
L
Q ' h3

El h3/?
ev. Feet C.F.S.
a a /,D s`, (J
r
q, 4,0 S /h I a (o 0

a a, y 09.3x' sQ , y

$
Q,A
-3,Q(z
29, 714
A/
/

F, 9'

i Cl
_vnFt r-
Q.. 1,1`i N
CONDUIT (From 2-E-60,072) 38*9
Diam. Length _'J')_ EMERGENCY SPILLWAY
Crest Elev.
Elev. 11
Feet Q
C.F.S. Elev. h
p Emer. Spw.
b = Emer. Spw.
b =

c? U7

S- 124
yZZ

37

STAGE-DISCHARGE SUMMARY
Elev. Low
Stage
Weir Low
Stage
Orifice High
Stage
Weir Conduit Emergency
Spillway Total
Discharge
(cfs)

0
d
N
n
lu
C?
c
? I
i.
i
y ,
l-
111 F. / ! ?,
UNITED Tc)RF PC/VV , l ?c-?i 7Far? ? '
S-torooc ?'r ??rlcr`JPr7cj -'?7i/lwny L'rc-s??
V S VVP7` Ad /- ?. LI Se/ Zoo ?/ S
= 6 •.3? ? c --?'? ?- ?/, s a c.) C/, ? ?=?. ? f- o• 8 s ?/. o ?'y) L l? s a?c.? ?/i/, s
36 c: r U92
z Ev S?? 11 -?

V>-o - V1,1P ??? d v. 8 sd Z ,Uo s?s
= ?,3,G aC-?? t (/.S .,c.)( 3L•-!'-1.? f- O.?S (3.21'-?) ?(/,Sac??*/
Tt7

0
a
3
b
r
?'
f',
H CO
r Ct l V V 1 - - O r? U u?i
el Q a 1 l!1 S Z Uy''
4 v l ( vi ; n
IV)
01 v
Ad, 0
?pp
, , IrL o a
N- 0 i
10
o
LL.
Jr (i I `! U R 0 ` w ' o (ll p/ Qn N N C (1 J 1 < O4 ??)
m h o ? nr n ?,a A
?' ' V, b V rn I 1 / IJ)
E
\ \ \ VI li ?? hl o / d V) C'
1 r (? ?? v o) n
\ \ (6 ? ? cI ?\ h) a ?+
N N N
V V V V U U O
E
Q q ? O O
f
N
c r oj
ib
6 r
c 0i
.? ? ` f JS F ,
ybC W L \J? ? ? ? ? ? d
m r- fv C d a N
N ?°, 9 \ F o r t
LL.
1 .a 3 i^ ? G 5 4i. _
a y of - O - u c
1
?to c u o v
LML,
Y W Y a d d 1, V rJ U bl 4 c N 71 a W
E K A I a - L -
44
41
c c n F' I ?I ° P. F? h 0
„ Y ? Cj uq V ` r N VW ?
? i N ? N O C U? ? L
WWW u? L
-44
F
Q c 3 \
-,j I
Vol
d 0 .B 0 w C p OIIt _ I G 2
• .. ..
,4 4) zOi P. W C/1 v
+ a q ?? ?? ?vIs
{pw q y w ? ? ? b a w g N p
N '-4 44 V W W W
04 ' f' c CJ I .9 w F- o Y 4
q ro N
rdt
y 14 u N
8
"I -bl
a a `,? W I I 4?
" a, 4 c
. 40 1
ftd-o Al ti ke
0 14
.O W y N W ? V
a d k -F- $ ai c
w y o f W q D, "
R. Ni o y U " r
O U t O O tt b u o
y " J ap! N C ?` M v' o N o c
u -A-
O L Y
4.1
y .s _ ` o
41
N

?
! I I I , I I
?
' I ? IIII I II, Ii1'Ill I ? ,I it I ,I
i Iii i'. '
.I ? II I i' Lil l. I I I I I I I
I II 'I ,I
I 1 I( I
? I I 1 i; l I I I ? I ',
I I I I ! I ' '. - ' I I y
I I I I I I I ,? i? 1 i? l I ? j l I I? i ? '. I 1 I
i .I I I

I ' ! I I I
- ? I

. i,II I{

I I I

I Ijl? ?
; ,
ICI I
I!I
I
, 1
??
r lip i
I i ? I I II
I

?
. I I I, I '? ? ? ? ? I I I I I I I l i l l I I; 1 ?
? ?
I
Ili , I Ij ? I " I II
I I I I lil
I I I
?
I I! ?• I ' I ,
? ? I I I
`-+ I I
•+
- ,
; I, I ? I , I, I I
?
I I I. I
, I ? I I
I I 1 I I? iDl '
?' ?
!r I ?,
??
I ?? 1?{ I I I I
„ I I? !
?
I
i? 1
i I I i i i I' I j i
I I I I I I I I.
I I
I
I
' ; , I I 1
? I. I I j I I I
?
Ii
I, II I I ! j 11 I I I I I;I it l
I
,
iI I
l
1 11 1 Iil ? ! ? ?'
I
II I! I I ? ! II I ? N _?III{ ? , I ? ,!
I
ii I Ii
llll I U-II
II ti .' \?
? I
I I Ili
II I I? I I??i
?' , II I
II I i
i I
t it

III I
'
p
I

"( I ?! l i` I I
4, 1 1;, ? 'I ? l i? l l! I O I
, i
?:
I ? l
. ,
, I I i ? 1
1 i
„ I I I I I I
i t j
? I I , I
t ?' 1
_

I I I ?., I
' ?
(? I I 1 I
,
j ? i I I I I
1 , i I I
_

,
I ?
li? i ? I
i
?I I I
• I I i? ? 1 i? I

a
?
Im
?
\ •
i 1
h
/

L_C'f ?('[.(/[7'T/f?/),, <'_?/) !'l`/1('/'r,"?(„ ? .?•.; [I i/'rt., 77) r•lI)(?Ir)1'" /'?/ w, f"I" ?t7(" !il ?T7-?"??fJn/(%?7 A?

.? r ! \ ! F (c / Lr r, j' /,? % ? . ? l ? S _ Ci, .1] ..i ?/r? '3 c' O hl l'r?'
6 /o</F. Q ! (? orx? rC'')l C
_. h t' G? u i r P r! -{-' A G7 / ? C !i e /? rLS P/`

.;1:, lil; II ???pi 1„?1.111?;1.?1,. ..I' ^1?,;,1.
1 1 I ? _ I I I I I I I I i I I i , ' I I I' I ' I ?,
I 1
; I I II ? i
A _ . , N vRf' D
! I?? II III Pi???l, fl ''
I ? R?A? h I.
?A I I?1 I) IIIill II 1.
I ? l I I I ? I I I I ? I
I I ,.III ?,
ll 1? II I II ,ll,.,.,1
M Hi
I? ? I ( I i I i I I 1 i iJ ', ? I (
it ;I?, 111 III 1.1!1~1 , I,
' I ? ii II ? 111
I I I I I l l i l :I ?, I l i l l l i l l l l l l I ,
I
; I I I ' l i I l l I I I l i l l l, I I!; i•!. l i '. I???, 1 I I 1
I I I I I I I I l ! I I I i l l V I I I 11??? i? I I I I I,
. I I I i; I I I I ? 1 1 1 ; I I I I I? I! i I i ??? ? 1 1 !
l i I 1 1 I I i I I I I( I I I i I i i i I I i
•, i 1,.1 I ..1 I II 1 j; ',111, ,?. ,I ;
I ; I; I li
;?1?? 11
I i I I I I I l i i; l I C I I I ;! I I ? ?; 'i i , 1 1 '.
! t I I I I I doff 1 1 i 1 1 1 1 I I I I
ill I 1 1' III II i 1 ? I I I i i
,Ilj ?;I II j1 l fl ?? ,III 1111!11 I'I li?;l Iil III.! 1j?
1!'111 I ;1? 1! ?I i ? ; it '111 ?I ; it I ,
I
.; I i I I I I 11 I I; j; I I I, 1 , 11 I. I i I I i.
+;II+'I +1it;,li; 11-?--t--• ii !? i;, J??i--Ji-;?i? -.__._L_.- ?___ -._- -?? ??'-.
Ilil ? I I ? I j ,I-?.I
l i l l i l ! I l j F.h, A N l. i l i l I i I I ! 1 1 1 1;j Fl- NG ?i 1,
I I L 1 all t 1 i l l l. I (1? -,?-(1, /_?IIL? I l l l i 1 h i l l
I I 1 I?, I I
I I;. I III I 11;1!,1,! I !It I, I
i?Ill III! I lili " ; ;II ?tlll :! ? : : ; 1
!1iII ;II I! I;I I11i ? ?,? ! I1 : ili: 1
I ? I I j 11
1 i
-rpncu onpu %

i
I 1
I !
I i
, l l l :..I

! I
? I

I I
I I
I
I ?

I ! '
N I
o I
T ?
7 !
0; ? ,
; i
C i
A l
1.? ?
? i
'
I l
' ;!
' I
I I? j
I
V '
I ~
I
I I
I
! ;-i-j
I!
I
I! i!
l ?
i I
; I f
, l
II
i
1 ?
I l
I
I
! I
1 ,
j 1 I
?
j
?
,
.1 ! I
I i
- - - ( II
I I i I I I
?M? l
• i
- - - - - ,

I i !I
1? I ? Jill,
? !

.....,
_J,?3.
.RILI
II I
L
cs..1i a

i
I ,, •
1.1.1

I
___

--
_+_ ±? .. .,,?.
.._,.-.____.. _._.- 'I .•_,_i I i
---.-_? i, 1 I,; ,,. II i
-
-r-•?-y-?-' .11;1:. ?Ir I
I..I ? I I? ? i I! I I' 1 1/ i_ ,,
) , 1 I I i? 1 I r, I I 1 1 I I. , 1

r I I ?. ,. t; ;. •. , I ,,,, 1 1? I, r 1 I r , I
I .? I I,,
•. ,? i
o ' ' .I.. I,1;,1,.. ;
,I,,.,11 ,1.,11,.

• .. ? ?? ,., r 1 I 1 .. ., ,.. I I I ? I I I? 1 I I I 1
O
L1 I7 , 'T
?S D I I.II ; 1, I•
,
.
I l; I f 1,
-
ij. 7 jo
T
• _
? 1.i ;.., '?'1. j 11.; 1:,;? I. _, 1,II ? .'?. '
•11..1.;'1 ?
,
..
i
I'
I
,
.

1

I

1 ,. I
'
I
1_I
!

I
.
1.1.., :
1 i
{
( , 1
I
1 1
.
I_
1 •
1 , ?•I
I

, ? r
• j l
?
; i
.: i
,
i
.
? r 1
-
.77
1
I
I
. i
I
; , .r : ..,..
il ;
;
l
I i ili l i 11
lf 1 lli 11
1 1-iii
1
r
•
? ?I •
E p'. 3. W .
I
IDE. FLAT BAR SupP T
?? II I
I ! A T
I
l I
I 1 - - - -
?
?
Ilili, i?, I ?,: I
L , .?
.
i !
' ? 1 I ? I, 1 I! I, l,
1 i ? l I i.l I I
I
f
•? I. ? i ? I 1 i ? r .. , 1?, 1 II i; ,. I! t I 1 ! i 1 I I I ! I I 1 i I I i . 1
,
l
1? I?? ? i 1? I? r? I I,,
. 1 I I? I. I; I I ? I 1,, r? I f I I I
.. .. , ..• ..7?:n,?-'y•' ,-•;try.,w..•,•?op?r.,..-;...,y?,pw?l!..-......,..,.,-F?
?s
SPIEC.1AL. I NS i we f i ONS. F Oll _CONS.I;RUC;I._I_ON
C.u.to_f,_f _ *rencI):. A cu tof f Lrench sha I I be excava Led approx i mate I y
8 f eg.L wide (one blade w i d L h ) to a depth -to be determined by SCS
on site duririg construction. The cutoff trench shall extend
through the organic layer into an impreamble soil layer (CL).
Soil borings taken along the clam profile revealed clayey sand
(SC) to a depth of 24"-36", CL approximately l foot in thickness,
return i rig back to the SC inn ter i a I . Particular- caution sha I I be
taken not to extend the cutoff trench through the shallow layer
of clay. The cutoff i;rench shall be backfilled in thin layers,
not to exceed 6 inches in depth with CL or CH material and
compacted with a sheepsfoot roller. AI l stand irig water- shat l be
removed from the trench before backfilling is started. Soils
investigation showed a shot- Lage of on site CL or CH material,
the preferred soil material needed to construct the cutoff
trench. Material shall be brought in off site.
C.u„f 1 s,. t..r.u, c. ti_ o.,r,?..:. t h e ?n a t e r i a l p l a c e d i n t h e embank m e n t
shall be free of sod, roots, stones over 6 inches in diameter,
and other objectionable materials. SC, SC/CL material found on
site, shall be used in the dam core and outer shell. The dam
core shall be compacted with a sheepsfoot roller. Compaction
shall be done in approximately 6 inch thick layers and compacted
with a rninimum of 4 passes per unit width of fill lift.
Construction of the fill shall be undertaken only at such times
that the moisture content of the fill material will permit a
reasonable degree of compaction. Construction of embankment
shall allow an additional 5% for settlement. Stock piled topsoil
shall be spread over top of embankment and outside side slopes
for the establishmerrL of vegetation.
..p i..,.l.,,l._w.ay. The emergency spillway sha l l be excavated in
undisturbed earth to the dimensions, grades, slopes, and location
as shown in the plans and as staked upon the ground. A boring
taken in the emergency spillway cross section revealed a layer of
silty gravel material (GM/GC) at approximately 39 inches. The
emergency spillway excavated bottom shall stay above this layer.
During construction of the spillway or shaping the pool area
this layer is exposed, it shall be undercut by one foot and
backfilled and compacted with a sheepsfoot roller in 6 inch
layers of SC, SC\CL material.
r

sr^rt v
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
225 North McDowell Street • Raleigh, North Carolina 27602
James G. Martin, Governor May 7, 1992
William W. Cobey, Jr., Secretary
Mr. Gary R. Lucks, President
United Turf
Rt 1 Box 170
Powells Point, NC 27966
REFERENCE: DEM ID 92-185, Nationwide Permit Application for an
activity located in Hertford County.
Dear Mr. Lucks:
Y SEC i n..
N. Schecter
Director
The NC Division of Coastal Management has reviewed the ab ve
referenced application for a Nationwide Permit dated 4/13/92 pursuant to
Section 307 of the Coastal Zone Management Act of 1972 as amended. Ba ed
upon our review, we have determined that the proposed activity is
consistent with the North Carolina Coastal Management Program provided he
following conditions are met.
1. The activity described in the above referenced application qualifies
to receive.one of the Nationwide Permits described in 33 CFR Part 330 with
the exception of numbers 17, 21, 24, and 34 which were found inconsistent
with the North Carolina Coastal Management Program.
2. A 401 Water Quality Certification is received, where required, from
the NC Division of Environmental Management.
This letter does not relieve you of the responsibility to insure that
all other State authorization and/or permit requirements are met prior to
implementation of the project. Please feel free to contact Mr. Steve
Benton at [phone] if you have any questions or need further
assistance.
Sincer
ely,
6Q
Roge N. he er
W??
cc: Terry Moore, NC Division of Coastal Management, Washington
John Dorney, NC Division of Environmental Management, Raleigh
Wilmington District Engineer
ATTN: CESAW-CO-E
P.O. 13ox 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
i.' MAY I V
An Equal Opportunity Affirmative Action Employer
4
Regulatory Branch
IN REPLY REFER TO April 15, 1992
Action ID. 199201581
Waters)
Mr. Gary Lucks
Route 1, Box 170
Powells Point, North
Dear Mr. Lucks:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
and Nationwide Permit No(?26 (H?adwaterts,
k, li.l
Carolina 27966
splated
ppR 2 \ \T2 41

Please reference your March 25, 1992 meeting with Mr. Scott McLendon of my
staff at the United Turf Farm, north of U.S. 258, adjacent to the Meherrin
River, in Hertford County, North Carolina. The purpose of the meeting was to
determine if the proposed construction of an irrigation pond in wetlands would
be authorized under Nationwide Permit No. 26 (NWP26).
The inspection revealed that the wetland in question is located above the
headwaters of an unnamed tributary to the Meherrin River. Accordingly, the
filling activity is regulated and auth rity of NWP26. Your impact of
approximately 34,400 square feet 0.8 AC of wetlands is authorized by this
nationwide permit provided it is ccomplished in strict accordance with the
enclosed conditions. Please be aw a-that this authorization does not relieve
you of the responsibility to obtain any required State or local approval.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters provided:
a. The discharge does not cause the loss of more than 10 acres of waters
of the United States;
b. The permittee notifies the District Engineer if the discharge would
cause the loss of waters of the United States greater than one acre in
accordance with the "Notification" general condition. For discharges in
special aquatic sites, including wetlands, the notification must also include
a delineation of affected specific aquatic sites, including wetlands; and
c. The discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,

-2-
this verification will remain valid for the 2 years if, during that period,,
the NWP authorization is reissued without modification or the activity
complies with any subsequent modification of the NWP authorization. If during
the 2 years, the NWP authorization expires or is suspended or revoked, or is
modified, such that the activity would no longer comply with the terms and
conditions of the NWP authorization, activities which have commenced (i.e.,
are under construction) or are under contract to commence in reliance upon the
NWP will remain authorized provided the activity is completed within 12 months
of the date of the NWP's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,
suspend, or revoke the authorization.
As discussed, you should contact Mr. John Dorney, North Carolina Division
of Environmental Management, telephone [phone], to obtain the necessary
Section 401-Water Quality Certification prior to starting work.
Questions or comments may be addressed to Mrs. Laura Fogo, Washington,
North Carolina Regulatory Field Office, telephone [phone].
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Mr. Ira B. Hall
1419 Brunswick Avenue
Norfolk, Virginia 23508
Mr. Robert Meigs
Post Office Box 35
Como, North Carolina 27818
Mr. John Dorney
Water ,,Quality Section
Div ion of Environmental Management
th Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687