20030295 Ver 1_COMPLETE FILE_20030310

October 8, 2003
State of North Carolina
Department of Environment and Natural Resources
2321 Crabtree Boulevard
Parkview Building, Suite 250 I VERAWS 14O1
Raleigh, North Carolina 27604 'iV t?
,V 44 - 8
Attention: Mr. John Dorney OCT 2003
?? .
Environmental Supervisor ATEAQUA'LITYSEnN
SUBJECT: Hunter Hill Road Subdivision ?7 ?'I V
Revised Drawings
Nash County, North Carolina
PN: 99-262
Dear Mr. Dorney:
Please find attached for your continued review revised drawings which address
the comments received by your office dated September 24, 2003. I trust these revised
drawings will be sufficient for your continued review.
Please call me if you have any questions.
Respectfully,

E. Leo Green, III, P.E.
ELG,III/pbg
Enclosures
cc: Mr- Bill Hunter - J.W. Hunter Construction Company Fl//?
G:\Wo99\99262\john domey It 10-8-03.doc 10/08/038:08 AM
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] WWW.GREENENGINEERING.COM
1 . stream

1 . stream type
2 . drainage area
3 . banfull width
4 . bankfull mean
5 . width/de th ratio
6 . bankfull cross-sectional area
7 . bankfull mean velocity
8 . banfkfull discharge, cfs
9 . bankfull max depth
20 . Average sloe normal water surface
21 . Pool slope normal water surface
22. Riffle slope
23 . Ratio of pool slope to average slope
24. Maximum pool depth
25 . Ratio of pool depth to average bankfull depth
27 . Ratio of pool width to bankfull width
28 . Pool to pool spacing
29 . Ratio of of to pool spacing to bankfull width
30 . Riffle Lenqth
um Bench Width
33 . Ratio of lowest bank height to bankfull height (or max
..J
Q6
1 . stream type
2 . drainage area
3 . banfull width
4 . bankfull mean
5 . width/de th ratio
6 . bankfull cross-sectional area
7 . bankfull mean velocity
8 . banfkfull discharge, cfs
9 . bankfull max deoth
lu . wiom of Hood rone area
11 . entrenchment ratio
12 . meander length
13 . ratio of meander length to bankfull width
14 . Radius of curvature
15 . Ratio of radius of curvature to bankfull wideth
16 . Belt width
17 . Meander width ratio
18 . Sinuositv (stream lenQth/vallev length)
20 . Average slope normal water surface) 21 . Pool sloe normal water surface) 22 . Riffle slope
23 . Ratio of pool slope to average slope
24 . Maximum pool deoth
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HUNTER HILL
WOSION

LEGEND T
SECTION
D. B. 29, PG. 371

EIR o EXISTING IRON REBAR
NIR • NEW IRON REBAR
NIP • NEW IRON PIPE
NWIP • NEW WITNESS IRON PIPE SET
CP 0 CALCULATED POINT
8
N ECM D EXISTING R/W MON
EXISTING FES
3 0 EXISTING MANHOLE
il ® ROCK DAM

CL ® IMPOUNDED AREA

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EXISTING SEDIMENT GREEN
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WASTEWATER
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303 N. GOLDSBORO ST.
+o C \ ^ h?. ' l ! 1? P.O. BOX 609
p/
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TEL [phone]
FAX [phone]
' / 2g
office0greeneng.com
\ V ? N ?'? 1245?? ? ??j /? \
'' -130.0- HUNTER
HILL ROAD
\ \ \ \ \? j n r? ?. j-/I SUBDIVISION
PROPOSED
STREAM
REESTABLISHMENT
i \
ROCKY MOUNT
\ NORTH CAROLINA
\ a ?'? \ \ \\ 0ONSTRt)CllON PLAN
B52 Ma \ \'? ,,,
DATE: SEPTEMBER 2003
M? V?? ??2 $ \ REVISION DATE BY
HUNTER HILL SUBDIVISION
- SECTION TWO
D.B. 29, PG. 371
SCALE
1?2U 921•TIP1
MUM Vr
.T : OCT. 2. 2003
0 10 20 40 80 120 Fte
SNEET W. 1 OF 1 k5-A-004
------------
SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE
TO 40 LB/ACRE.
NURSE PLANTS
EETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30
FALL- SEPT. 1- SEPT. 30 SEPT. 1-OCT.31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORD-
ING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE RESEED, FERTILIZE, AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING (SUMMER)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE
SEEDING DATES
MOUNTAINS- MAY 15- AUG. 15
PIEDMONT- MAY 1- AUG. 15
COASTAL PLAIN- APR. 15- AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
z
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE TIE TO
EX. GRADE
as
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE ANNUAL LES)PEDEZA (KOBE IN PIEDMONT 120
AND COASTAL PLAIN, KOREAN
IN MOUNTAINS) 50
OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY 1
PIEDMONT- JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
16'
3' 1' 4' 5' MAX. 3'
MIN.
TIE TO
N TEMPOIWN LINER EX. GRADE
STRAW W/NEMNC
A C M
NO SCALE
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NO SCALE
TIE TO
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rMRlII I N 111?A`
9GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MAN,
303 N. GOLDSBORO ST.
P.O. BOX 609
WILSON, NC 27893
TEL [phone]
FAX [phone]
office0greeneng.com
HUNTER
HILL ROAD
SUBDIVISION
PROPOSED
STREAM
REESTABLJSI-MEW
caorm c" PLAN
DATE: SEPTEMBER2003
SCALE M F .
AS NOT® ? a mr
No. D1 OF 1

a 0-02-95 EXISTING SEDIMENT GREEN
ROCKY ¦ MOUNT AREA BASIN TO REMAIN ENGINEERING
%ACINITY MAP
Iqf A CVI
z,q WATER
WASTEWATER
J: ?
sSURVEYING
?? ?\ / y??? 7?• ???????a' 0
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??
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303 N. GOLDSBORO ST.
P.O. BOX 609
\' \o ?\ WILSON, NC 27893
` % 7•`?? / rv ?? 0 ,,. ?? ? \? ?? TEL [phone]
?? X20 i AVM FAX [phone]
` s
office0greeneng.com
G? ! o -130.0 HUNTER
30.5- HILL ROAD
SUBDIVISION
<s ?
PROPOSED
STREAM
EESTABLISHMENT
R
ROCKY MOUNT
?QA, 651 \141° NORTH CAROLINA
TWIVVISION ?p
CIOHUNTERSECTION ILL SUBD
LEGEND D.B. 29, PG. 371
EIR o EXISTING IRON REBAR \ \ '? \ \ PLAN
z NIR 0 NEW IRON REBAR B52 \: p° \'?? \ \' z \ DAIESEPCTTEMB R2(X)3
NIP 0 NEW IRON PIPE
NWIP • NEW WITNESS IRON PIPE SET rs22M DATE BY
?V
CP 0 CALCULATED POINT HUNTER HILL SUBDIVISION
8 - SECTION TWO
N ECM D EXISTING R/W MON
" < EXISTING FES D.B. 29, PG. 371
0 EXISTING MANHOLE 26
SCALE F I W712IP1
@i ROCK DAM OP-M JE
®IMPOUNDED AREA O 10 20 40 so 120 WMSM. OM 2. 2003
S° SHEET NO. 1 of 1 45-A-M
as
SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MD(TURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE
TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30
FALL SEPT. 1- SEPT. 30 SEPT. 1-OCT.31
SOIL AMENDMENTS
APPLY UME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE
GROUND AGRICULTURAL UMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORD-
ING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING (SUMMER)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS- MAY 15- AUG. 15
PIEDMONT- MAY 1- AUG. 15
COASTAL PLAIN- APR. 15- AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
1
1
a
T
I MAINTENANCE
c
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
o
.a
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE ANNUAL LES)PEDEZA (KOBE IN PIEDMONT 120
AND COASTAL PLAIN, KOREAN
IN MOUNTAINS) 50
OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY I
PIEDMONT- JAN. 1 - MAY i
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
3' 1' 4' 5' MAX. 3'
TIE T0_ MIN.
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3'
TIE TO
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MANAG
303 N. GOLDSBORO ST.
P.O. BOX 609
WILSON, NC 27893
TEL [phone]
FAX [phone]
office®greeneng.com
HUNTER
HILL ROAD
SUBDIVISION
PROPOSED
STREAM
REESTABLISHMENT
CON3TAUCTION PLAN
DATE: SEPTEMBER 2003
SCALE
AS NOTED
No. D1 of 1
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G
0
EXISTING SEDIMENT GREEN
¦ BASIN TO REMAIN ENGINEERING
ROCKY MOUNT AREA
VICINITY MAP
Mor to ?oVc
r WATER
WASTEWATER
/^ ;% s SURVEYING
i °0\\ \? o PLANNING
v
I i / I\ 0 1
i
i
\L PROJECT MANAGEMENT
\\
x,29
303 N. GOLDSBORO ST.
P.O. BOX 609
`? o •???° ?? i°.? ??'s ?\ WILSON, NC 27693
\\\ ???'?/ `'?? "? ? ,• `'ti \\? ?\ TEL [phone]
FAX [phone]
/ r ?`• ''? ? ? ? ? ^, i ?? ? \ \? office0greeneng.com
1211
HUNTER
_„C 5_ HILL ROAD
SUBDIVISION
"o 737,-
\\
PROPOSED
v,
STREAM
\ \ ,??, \ \? j'o fSTABUSFIMENT
i
\ \\ ? S? ROCKY MOUNT
??. 4)y NORTH CAROLINA
Z
9
HUNTER HILL SUBDIVISION
SECTION TWO \• \ '\\ \
LEGEND D.B. 29, PG. 371
EIR o EXISTING IRON REBAR \ \
NIR • NEW IRON REBAR B52
NIP • NEW IRON PIPE
NWIP • NEW WITNESS IRON PIPE SET
CP 0 CALCULATED POINT
ECM D EXISTING R/W MON
EXISTING FES
Q EXISTING MANHOLE
ROCK DAM
® IMPOUNDED AREA
I
HUNTER HILL SUBDIVISION
- SECTION TWO
D.B. 29, PG. 371
?rJ
?'? \ \ \\ CONSTRUCTION PLAN
DATE: SEPTEMBER 2003
\ 5 ??? \ REVISION DATE
0 10 20 40 80 120
SCALE F
p
2a o
CAOM
.AM
F&VSE
ET No. 1 of 1
SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAiLAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE
TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30
FALL- SEPT. 1- SEPT. 30 SEPT. 1-OCT.31
SOIL AMENDMENTS
APPLY UME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTIUZE IN THE SECOND YEAR, ACCORD-
ING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 16-10-10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTIUZE, AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING (SUMMER)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS- MAY 15- AUG. 15
PIEDMONT- MAY 1- AUG. 15
COASTAL PLAIN- APR. 15- AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
z
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE TIE
EX. GR
go
as
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF R IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE ANNUAL LESPEDEZA (KOBE IN PIEDMONT 120
AND COASTAL PLAIN, KOREAN
IN MOUNTAINS) 50
OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY i
PIEDMONT- JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTIUZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
5' MAX. 3'
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(9GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MANAGEM
303 N. GOLDSBORO ST.
P.O. BOX 609
WILSON, NC 27893
TEL [phone]
FAX [phone]
office0greeneng.com
HUNTER
HILL ROAD
SUBDIVISION
PROPOSED
STREAM
REESTABI_O-IMBVT
CONSTRUCTION PLAN
DATE: SEPTEMBER2003
SCALE IFa 1 tat
AS NOTED axsso v _ M
No. DI OF 1
W AT ?9QG

O \ii `C
September 24, 2003
To: Mike Tolson
From: `John DorneyCJY\
Re: Hunter Hill Road Stream Restoration
DWQ# 030295
Nash County
In order for a stream to be relocated in the Neuse Basin, it is necessary to relocate it in a manner that meets the Division
of Water Quality's (DWQ's) definition of stream restoration. The design you provided does not appear to contain the
necessary elements to meet this definition. DWQ Staff have reviewed your design and offer the attached suggested
changes in order to meet this definition. If you find these suggestions acceptable, please revise your plans to reflect the
changes and submit them to this Office for our review.
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/
OF W AT?q Michael F. Easley, Governor
?
O QG William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
7 -{ Alan W. Klimek, P.E., Director
C Division of Water Quality
March 15, 2003
Mr. Mike Tolson
Green Engineering, Inc.
P.O. Box 609
303 North Goldsboro Street
Wilson, NC 27893
Dear Mr. Tolson:
RE: Stream origin appeal
Hunter Hill subdivision
Nash County.
DWQ # 03-0295, RRO #02-085
*r
In response to your request, on March 10, 2003 1 visited the location of the stream origin as determined by Steve
Mitchell with our Raleigh Regional Office as required under 15A NCAC 213 ..0259(3)(a). Based on this field visit, I believe
hat the origin of the stream is accurately depicted on the map provided by Steve Mitchell (i.e. under or near the existing
:ul-de-sac) as shown on the Hunter's Park Subdivision map prepared by Joyner, Keeny and Associates dated April 18,
'.002. The county soil survey clearly shows one channel at the uppermost end of the drainageway through this property
ind I also observed a remnant channel at the sewer manhole which is in direct alignment with the location of the stream
:hannel shown on the above mentioned map. As you know, the cul-de-sac and grading for the adjacent lots makes it
-npossible to evaluate the channel itself since it has been obliterated. However based on the remnant channel, the
:hannel as shown on the county soil survey, the drainageway shown on the USGS topographic map, the depiction of the
hannel on historic aerial photographs and general topography in the area, I believe that the channel had it origin as
letermined by Mr. Mitchell.
In addition, it is clear that sheet (diffuse) flow is not being achieved as required from the sediment basin which is
)cated nearest to the cul-de-sac road. You will need to address this issue in order to be in compliance with the Tar-
'amlico River buffer rules. Finally it is likely that stormwater from the remainder of the watershed (for instance from the
partment complex) will not achieve sheet (diffuse) flow in the near future once development of this area is complete. In
rder to resolve the violation at the cul-de-sac, you would need to restore the stream channel and adjacent stream buffer
s well as deal with issues related to the impact to this area which were done with written approval. The upland field area
etween the two stream channels may be a suitable site for this mitigation in addition to the re-establishment of the
tream on-site.
Finally, another option would be a variance. DWQ would likely not oppose a variance application which would retain the
ul-de-sac.and adjacent lots if the stormwater from the entire local watershed is collected and adequately treated,for
utrient removal. We believe that this could be accomplished by directing stormwater to flow in non-erosive velocities to
ie drainageway in which the wetlands and stream channel are located. Small, low elevation berms across this
'ainageway could be utilized to increase the retention time for the stormwater and thereby remove nutrients from the
ormwater runoff. If you would care to pursue this approach, please call me at 919-733-9646.
If this decision is unacceptable to you, you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this letter. This request must be in the form of a written petition conforming
to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O.
Box 27447, Raleigh, N.C. 27611-7447.. Unless such demands are made, this Permit shall be final and binding.
I can be reached at 919-733-9646 if you havg4n-? questions.
rnn'?
Steve Mitchell, DWQ Raleigh Regional OffiCentral files
File copy
Corps of Engineers Raleigh Field Office
Bob Zarzecki
Division of Water Quality, 401 Wetlands Certification Unit,
0 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
.1 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
)) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands
1. stream type
2. drainage area a OZ` _ ..
3. bankfull width 4
4. bankfull mean depth 0.5
5. width/depth ratio
6. bankfull cross-sectional area 2
7. bankfull mean velocity
8. bankfull discharge, cfs ?
9. bankfull max depth 1
10. width of floodprone area 16
11. entrenchment ratio 5.33
12. meander length 30
13. ratio of meander length to bankfull width
14. Radius of curvature 8
15. Ratio of radius of curvature to bankfull width
16. Belt width 12
17. Meander width ratio
18. Sinuosity (stream length/valley length)
19. Valley Slope
20. Average slope (normal water surface)
21. Pool slope (normal water surface)
22. Riffle slope
23. Ratio of pool slope to average slope
24. Maximum pool depth 1.5
25. Ratio of pool depth to average bankfull depth
26. Pool width 4
27. Ratio of pool width to bankfull width
28. Pool to pool spacing 15
29. Ratio of pool to pool spacing to bankfull width
30. Riffle Length
31. Pool Length
32. Minimum Bench Width
33. Ratio of lowest bank height to bankfull height (or max bankfull depth) 1
s
*
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14, '?"

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?0
LEGEND
r Q
EIR o EXISTING IRON REBAR
z NIR • NEW IRON REBAR
NIP • NEW IRON PIPE
NWIP 0 NEW WITNESS IRON PIPE SET
CP 0 CALCULATED POINT
ECM > EXISTING R/W MON
°
?I < EXISTING FES
_p 0 EXISTING MANHOLE
@' ROCK DAM
IMPOUNDED AREA
a
HUNTER HILL SUBDIVISION
- SECTION TWO
D.B. 29, PG. 371
O u a
t
N*i
VfIbM)CTION PLAN
DATE: SEPTEMBER 2=
SCAB `
1%w om r
120 "
1 1
ISHUTNa
I ?
i
M? ? OOCP
GREEN
ENGINEERING
WATER
?\ zes WASTEWATER
\ I o'y SURVEYING
PLANNING
PROJECT MANAGEMEN-q
303 N. GOLDSBORO ST.
P.O. BOX 609
sv \?? WILSON. NC 27893
ItL Zoz.2J/.J oz)
FAX [phone]
offiec4greeneng.com
HUNTER
k " HILL ROAD
SUBDIVISION
1
N
?s
?\ 01
PROPOSED
STREAM
\l3, fIGG7lt1BLJ*mrENr
\ J O\
S ROCKY L40LW
\ \ NORTH CAROLINA

SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERKIEA LESPEDEZA 30
KOBE LESPEOEZA 10
SEEDING NOTES
1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICFA AND INCREASE KOBE
TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SIXIANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30
FALL: SEPT. 1- SEPT. 30 SEPT. 1-OCT.31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE (LSE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB/ACRE 10-10-10 FERTILIZER.
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTILIZER.
MARCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REPAIR AND REFERTtlJZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEIA. IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE SPECIES RATE (LB/ACRE)
MARCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR RONNG OR BY CRIMP- RYE (GRAIN) 120
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN ANNUAL LESPEDEIA (KOBE IN PIEDMONT
o uxu Ai A ;;= An TOOL AND COASTAL PLAIN, KOREAN
MAINTENANCE IN MOUNTAINS ) 50
ANUAL
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR, ACCORD- OMIT LESPEDEZA WHEN DURATION TEMPORARY CODER IS NOT TO EXTEND
ING TO SOIL TESTS OR TOPORESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS BEYOND D JUNE.
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE RESEED. FERTILIZE, AND SEEDING DATES
MULCH DAMAGED AREAS IMMEDIATELY.
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 25500 FT: FEB. 1 - MAY 1 ,
TFMP^ , Ry SEEDING (SUMMER) PIS- JAN.1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
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St[ ING MIXTURE SOIL AMENDMENTS
SPECIES RATE (LB/ACRE) FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
U.TSTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS. A SMALL-STEMMED SIWANGRASS MAY DE MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING, OR A MULCH rU SEEDING DATES USED AS A MULCH ANCHORING TOOL TA DISK WFH BLADES SET NEARLY STRAIGHT CAN BE?
ANCHORING
MOUNTAINS- MAY 15- AUG. 15 MAINTENANCE
PIEDMONT- MAY 1- AUG. 15
COASTAL PLAIN- APR. 15- AUG. 15 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTIL.IZE AND MULCH
SOIL AMENDMENTS f IMMEDIATELY FOLLOWING ERLL;_C!' OR OTHER DAMAGE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND I"Q 111'e av
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/AM STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING I

TOOL. SK WITH BLADES SET NEARLY STRAIGHT CAN BE
OR A MM(JLCH ANCHORING l /?
ARCH TOOL
M
USED AS A
.
A F7i0P. TOP of
RA00 NAa
_ MAINTENANCE
REFERTUZE AND MULCH
LY ADEQUATE RESEED
r S
J'
a
.
REFFRTWZE IF GROWTH IS NOT FUL
SION OR OTHER DAMAGE
IMMEDIATELY FOLLOWING ERO '
(/R 0-1
N:S
w,

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s?
as
2iu
ft Sods
42°
Vft' 'y /??
T-6) TEMPORARY LINDA 1
-6 STRAW W/NETTING
?. -541_
r
EDSIYIG
T pv?z,. GRADE
PROP. STREAM
GRASS LINED CWMAL (PEI*AANDM
STRAW W/ IEI11NG(70PORARY)
TYPICAL. STREAK 8EC'IIOM
NO SCALE
GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PUNNING
303 N. GOLDSBORO ST.
P.O. BOX 609 .
WILSON, NC 27893
TEL [phone]
FAX [phone]
office®greeneng.com
HUNTER
HILL ROAD
SUBDIVISION
-
DATE: 8EAT8ABER 2003
SdUE
AS Ip7M
D1 oP 1

Roca' MOUNT AREA I
VIGNIIY MAP
mr A 101[
I J may' i? ???
r
w '
Cl
? w

LEGEND

EIR 0 EXISTING IRON REBAR
NIR • NEW IRON REBAR
NIP • NEW IRON PIPE
NWIP 0 NEW WITNESS IRON PIPE SET
CP 0 CALCULATED POINT
ECM D EXISTING R/W MON
EXISTING FES
O EXISTING MANHOLE
O ROCK DAM
® IMPOUNDED AREA
,416
HUNTER HILL SUBDIVISION
- SECTION TWO
D.B. 29, PG. 371

4Tff
1 ? \
1 `p .r
b?
Z o? .
L3`? \
GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MAN
303 N. GOLDSBORO ST-
P.O. BOX 609
WILSON, NC 27693
TEL [phone]
FAX [phone]
officeAgreeneng.com
HUNTER
?I
z HILL ROAD
SUBDMSION
too
J_
•. oirrl-
?? FAM-STABUSf IbBNT
`s ROCKY MOLW
\ NORTH CAROUNA
A
a
?ORpIN
f?
\ CONSTRUCTION PLAN
'sz o
DATE SEPTEMBER 20D3
<s. nEISM DATE e
SCALE jr
aFA?
emum 1 or- 1 -00
0 10 20 w so 120
SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MDa`URE
SPEWS RATE (LB/ACRE)
T F 80 1 ,-?Q ??
LSACOIA BAHIAGRASS 3D`--''
SERICFA LESPEURA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED.
2 ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE
TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15. ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30
FALL: SEPT. 1- SEPT. 30 SEPT. 1-OCT.31
SOT. AMENDMENTS
APPLY LINE AND FERTILIZER ACCORDING TO SOIL TEST. OR APPLY 3,000-5.000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/ACRE GRAIN STRAW OR EQUNALENT COVER OF ANOTHER SUITABLE
I Ut.CH. ANCHOR STRAW BY TACKING WITH ASPHALT. NETNG. OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
AYANIENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERIILIZE N THE SECOND YEAR. ACCORD-
ING TO SOIL 1TST5 OR TOPDRESS WITH 500 LEI/ACRE 10-10-10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE RESEED. FERTWE. AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING (SUMMER)
SEEDING MDITURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
N THE PIEDMONT AND MOUNTAINS. A SMALL-STEMMED SUDANGRASS MAY BE
SIUIMTIUTED AT A RATE OF 50 LB/ACRE.
SEEOIHG f)ATES
AIOUNIAI NS- MAY 15- AUG. 15
PIEDMONT- MAY 1- AUG. 15
COILSGTI. PAWN- APR. 15- AUG. 15
SOL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/ACRE STRAIN. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULL{ ANCHORING TOOL
1 MAINTENANCE
z
REFERRLZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFTRTLIZE AND MULCH
IMIEDNTELY FOLLOWING EROSION OR OTHER DAMAGE

TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-4". 15- DEC. 30
l?IRi7?11 7.1L1.
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
REPAIR AND RETERIILIZE DAMAGED AREAS IMMEDIATELY. TOPORESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO DMM TEM1PORARY COVER
BEYOND JUNE 15, OVERSIZED WITH 50 LB/ACRE KOBE (PEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA N LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)
ANNUL LJ EDEMA (KOBE IN PIEDMONT 120
AND COASTAL PLAIN, KOREAN
IN MOUNTAINS) 50
OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 IT: FEB. 1 - MAY 1
PIEDMONT- JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFLRTIIZE E GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILQE AND MARCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DIAMAGE.
PROP. TOP OF
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GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MAN,
303 N. GOLDSBORO ST.
P.O. BOX 609
WLSON. NC 27893
TEL [phone]
FAX [phone]
ofFiceAgreen-g--
HUNTER
HILL ROAD
SUBDIVISION
commucnm mm
DATE: SEPIHMBH12003
SOME
A/NOl®
N1 maTm D1 OF 1
Y
SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICFA LFSPEDEZA 30
KOBE LESPEDEZA 10
1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERKEi1 AND INCREASE KOBE
TO 40 LB/ACRE.
NURSE PLAINS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS PRIOR TO MAY 1 OR AFTER AUG. 15, ADO 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15- MAR 20 FEB. 15- APR. 30
FALL- SUPT. 1- SEPT. 30 SEPT. 1-OCT.31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5.000 LB/ACRE
GROUND AGAICR.TURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1.000
LB/ACIRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/ACRE GRAN STRAIT OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
IF GROWTH IS LESS THAN FINJY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORD-
ING TD SOIL IESTS OR TOPDRFSS WITH 500 LB/ACRE 10-10-10 FERTLIZER. MOW AS
NEEDED. WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE. AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING (SUMMER)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
N
.
d ^.. SEEDI
G LAIIfS
^#1OUNTAINS-;.WY 15- AUG. 15
PIEDMONT- WY 1- AUG. 15
COASTAL PLAN- APR. 15- AUG. 15
SOIL AMENOMOM
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING
OR A MLI.CH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REF RTIJZE IF GROWTH IS NOT FULLY ADEQUATE:. RESEED. REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE

TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (L9/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE 10-10-10 FERTUM-
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A D6K WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
REPAIR AND REFERIIIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN N MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAN) OR KOREAN (MOUNTAINS) LESPEDFZA N LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE )
ANNA ?LESPEDEZA (KOBE IN PIEDMONT 120
AND COASTAL PLAN, KOREAN
IN MOUNTAINS ) 50
OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 -MAY 1
PIEDMONT- JAN. 1 - MAY 1
COASTAL PLAN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FFJRTIJZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR SMA W BY TACKING WITH ASPHALT. NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
RfFERTILRE E GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
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No 9c"
GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MAN
.303 N. GOLDSBORO SL
P.O. BOX 609
WILSON. NC 27893
TEL [phone]
FAX [phone]
office9greeneng.com
HUNTER
HILL ROAD
SUBDMSION
CONISIA cum R-M4
DATE sumaM89t-
SCA E
All
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September 8, 2003
State of North Carolina
Department of Environment and Natural Resources
2321 Crabtree Boulevard
Parkview Building, Suite 250
Raleigh, North Carolina 27604

Attention: Mr. John Dorney
Environmental Supervisor
SUBJECT: Hunter Hill Road Subdivision
Stream Reestablishment
Nash County, North Carolina
PN: 99-262
Dear Mr. Dorney:

On behalf of J.W. Hunter Construction Company and per your recent discussions
with Leo Green and Leo Green, III of our office, please find enclosed the proposed
construction plans for the reestablishment of a stream adjacent to the Hunter Hill Road
Subdivision. The original stream being reestablished was straight in its geometric
configuration and shallow in shape. The proposed stream section submitted in this plan
calls for a sinuous geometric configuration and a deeper cross section with a well defined
flood plain area located above the bank of the proposed stream section. We believe the
proposed stream section offers an improved drainage throughway while meeting the
requirements of the parties involved in this stream reestablishment.
Please call me to discuss any comments you may have regarding this plan and
regarding a timeline as to when we can begin work on these improvements.
MDT/sld
Enclosures
Respectfully,
Michael D. Tolson, P.E.
cc: Mr. Bill Hunter - J.W. Hunter Construction Company
6 .\Wo99\99262\john domey Itr 9-8-03. dm 09/08/03426 PM
GREEN ENGINEERING, PLLC
WATER, WASTFWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
103 N. GOLDSBORO ST. PO BOX 609 WILSON N.C - 27893 TEL [phone] FAX [phone] WWW.GREENENGINEERING. COM
'iEP =- k 20u3
4
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EXISTING SEDIMENT GREEN
ROCKY MOUNT AWA BASIN TO REMAIN ENGINEERING
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WATER
WASTEWATER
V / i a ?? /V //?? _ .' /? -?? ?? •s??? ?9s ?? , SURVEYING
i i o 0 / o ?A 0 A? ?
\ \ 3 U.X d
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PROJECT MANAGEMENT
303 N. GOLDS60RO ST.
P.O. BOX 609
' .( shy \ • V ` i a; / , \ ?A WILSON. NC 27893
• V`, TEL [phone]
X132.'> ????i f '39 \\ y? FAX [phone]
office9greeneng.com
?130.0
HUNTER
4
HILL ROAD
SUBDMSION
j rO 133.
PRoposm
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FEES IABLISHWNT
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ROCKY MOUNT
NORTH CAROLINA
o c? < \ \ M
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HUNTER HILL SUBDIVISION o \ ? G
SECTION TWO C()RO
!1 RE
LEGEND ? D.B. 29, PG. 371
EIR o EXISTING IRON REBAR
z NIR 0 NEW IRON REBAR 652 ° \? \` ,? \\ CCNSTRI)CIONPUW
NIP 0 NEW IRON PIPE
DATE: sEPrareEx2oa+
NWIP • NEW WITNESS IRON PIPE SET ??j ''?< s ?vmox wh BY
CP m CALCULATED POINT HUNTER HILL SUBDIVISION
ECM D EXISTING R/W MON - SECTION TWO
< EXISTING FES D.B. 29, PG. 371
o O EXISTING MANHOLE
0 SCALE F?
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0 10 20 40 80 120
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F W A rF Michael F. Easley, Governor
9p
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(, William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?
r Alan W. Klimek, P.E., Director
Division of Water Quality

ay 19, 2003
E. Leo Green, III
Green Engineering
Post Office Box 609
Wilson, NC 27893
Dear Mr. Green:
Re: Division of Water Quality Comments on Hunter Hill Subdivision
Stormwater management proposal
Nash County
DWQ# 02-0295; NBR 02-085
DWQ staff have reviewed the supplemental information provided by Leo Green, II on May 8, 2003
which purports to show that the stream channel in question is not located at the Hunter Hill subdivision
and therefore should not be subject to the Tar-Pamlico River buffer rules. However based on our
review of the information that was submitted as well as previously submitted maps, we believe that the
stream in question is indeed the channel shown on the County Soil Survey but was relocated onto the
site of the lots and cul-de-sac road in question in order to construct the now-removed pond. Therefore
the stream on the lots and cul-de-sac is subject to the Tar-Pamlico buffer rules. As stated in our March
15, 2003 letter, you have the right to appeal this decision to the NC Office of Administrative Hearings
within 60 days of your receipt of our March 15, 2003 letter.
The DWQ staff has reviewed the proposed stormwater management plan described in your March
27, 2003 submittal for the Hunter Hill subdivision in Nash County. We have the following issues that
will need to be addressed before we can decide whether to support a request for a Major Variance from
the Tar-Pamlico buffer rules for this project.
1. Hardship: Please provide documentation as required in 15A NCAC 2B.0259 (9) (a} to
demonstrate the hardship that the buffer rules have on this project.
2. Site Plan: Please provide a map, which depicts the exact location of the stream origin from the
original DWQ stream determination with respect to the subdivision plan for this development.
This plan will then clearly show which lots are affected by this rule.
3. Engineering/design issues:
a. We believe that three (3) small dams will be needed rather than the two (2) proposed
dams in order to provide nutrient removal over the entire area. If feasible after
construction of the dams, any newly-planted trees that are impacted by the dams will
need to be replanted.
b. Buffers - We suggest that an undisturbed, wooded buffer be established on both sides
of the treatment area to the 130 foot contour on the north and an equal distance on the
south. These buffers will help improve the water quality functions of this area.
C. Permitting - Please confirm with the US Army Corps of Engineers that a Corps of
Engineers Section 404 Permit would be obtainable for these structures.
d. Please provide a plan to replant any of the newly planted trees that would be damaged
by the small dams or the periodic flooding.
e. Sizing of the structures - Please provide calculations, which show that the proposed
structures meet DWQ's design standards as pocket wetlands. We believe that plunge
N. C. Division of Water Quality. 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
pools will be needed below the structures but that excavation/grading will not be
necessary.
Please call me at 919-733-9646 if you have any questions or would like to discuss the issues
surrounding this project.
JRD/bs
ncerely
n rney
cc: Bill Hunter - JW. Construction Company
Steve Mitchell, Raleigh Regional Office
File Copy
Bob Zarzecki
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ALL UTILITIES FOR THIS PROJECT ARE TO
BE PLACED UNDERGROUND.
All WORK IS TO CONFORM TO THE CITY OF ROCKY MOUNT
MANUAL OF SPECIFICATIONS STANDARDS AND DESIGN.
ANY RELOCATION OF EXISTING ELECTRIC AND/OR NATURAL
CAS UTILITIES WILL BE AT THE DEVELOPER'S EXPENSE
CALL [phone] TO COORDINATE THE INSTALLATION OF
ELECTRIC AND/OR NATURAL GAS SERVICE WTTH,_PUBLIC
UTILITIES. ALL SERVICES SHOULD BE INSTALLED PRIOR TO THE
INSTALLATION OF PAVEMENT. SIDEWALKS,15I1RB AND Gt1RE(i.
OTHER PERMANENT FEATURES. !M!?
Ilk
EXISTING DITCH ALONG LOTS AI-A5 TO #E RLLED.

Certifcatian by the Department of Community
Development that this construction plat ras
approved by the City Planning Board on ?-
-day of , 2000.
Director
Certification by the City Engineering Division
Development that this construction plat meets
the appropriate city standards.
City Engineer
a m V0 200 400 100
GREEN ENGINEERING
WATER WASTEWATER, SURVEYM PLArN WI, PROJECT MANACBAEIJT
303 R OOLD9BOF10 ST. P.O. BOX 609 1A LSOK PLC. 27883
TEL [phone] FAX [phone] C FlIE39B100 CCK BafTAALCOM

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. '1 LAND USE DUPLEX
TOTAL NUM OF 62
TOTAL NUM OF 124
TOTAL 40' 1,547 LF
TOTAL 60'- 1160 LF
TOTAL AREA N R/W 148,693 SF (3.41 AC.)
DEVELOPER: LVL HUNTER CONSTRUCTION 00
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HUNTER HILL ROAD SUBDIVISION CONSTRUC-nON
PLAT
CRY OF ROM MOUNT NASH CO, NC

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SCALE PRO1ECr No: N?AN 99-262
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PLOT DATE: 9-30-02 Wr
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OF VWATF9 Michael F. Easley
,0? pG Governor
Cq ?r William G. Ross, Jr., Secretary
j Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
April 14, 2003
To: John Dorney
Through: Bob Zazecki
From: Todd St. John
Re: Hunter Hill Subdivisi n
DWQ# 030295
Nash County
I reviewed the file and the attached information and I cannot say for sure what I would recommend. It appears that the
applicant has proposed two (quasi-) dry detention impoundments as nitrogen removing BMPs. In regards to nitrogen
removal, we have allowed similar structures, but only to address very small percentages of larger projects that were
proposing traditional BMPs such as extended detention or pocket wetlands for most of the project. The nutrient removal
capabilities of such impoundments are unknown.
Also, the location of the existing buffers, stream and/or wetlands relative to the impoundments is not clear. The condition
of the existing vegetation and drainage area to the impoundments is not indicated. Additionally, based on our March 15,
2003 letter, we seem to have recommended these impoundments. Given all of these uncertainties, I cannot make a good
recommendation. In any event, it is not clear why more traditional BMPs could not be used, such as extended detention or
pocket wetlands; or conversely, why these impoundments may be preferable.

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North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
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April 13, 2003
MEMO
TO: Steve Mitchell, RRO
--Todd St. John'
Bob Zarzecki) ?`? cGU Q
FROM: John Do ? "-,-I
RE: Review of nceptual sto water management plan
Hunter Hill subdivision
DWQ # 03-0295; RRO # 02-085
Nash County
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Attached please find a letter from Leo Green, III and a conceptual stormwater management plan for the
above-mentioned subdivision. You may recall that this project is the subject of a NOV and buffer violation.
After I did the stream appeal call, DWQ's March 15 letter presented the idea of stormwater treatment to help
resolve the violation. Retention of the residential lots would require a Major Variance from the buffer rules as
well.
Please review the attached plan. My initial thought is that another check dam between the two proposed
dams may be needed to reduce the hydraulic head on the lowermost dam. Also I cannot tell whether Leo Green
is proposing to treat the non-diffuse flow runoff from the site as we discussed. Please get any comments back
to me by April 23rd. 404 permitting from the Corps of Engineers will also be needed but the developer can
pursue that if we think the basic approach is acceptable. Thankx
CC: Leo Green, III
File copy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:/th2o.enr.state.nc.us/ncwetlands
O?O? W A T ?9QG
C,)W r
April 13, 2003
MEMO
TO: Steve Mitchell, RRO (?
Todd St. John,004 c ,YaYl
Bob Zarzecki) 5 U o ? S
FROM: John Do
RE: Review of nceptual sto water management plan
Hunter Hill subdivision
DWQ # 03-0295; RRO # 02-085
Nash County
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Attached please find a letter from Leo Green, III and a conceptual stormwater management plan for the
above-mentioned subdivision. You may recall that this project is the subject of a NOV and buffer violation.
After I did the stream appeal call, DWQ's March 15 letter presented the idea of stormwater treatment to help
resolve the violation. Retention of the residential lots would require a Major Variance from the buffer rules as
well.
Please review the attached plan. My initial thought is that another check dam between the two proposed
dams may be needed to reduce the hydraulic head on the lowermost dam. Also I cannot tell whether Leo Green
is proposing to treat the non-diffuse flow runoff from the site as we discussed. Please get any comments back
to me by April 23rd. 404 permitting from the Corps of Engineers will also be needed but the developer can
pursue that if we think the basic approach is acceptable. Thankx
CC: Leo Green, III
File copy
9L .
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
03/10/03 MON 06:07 FAX [phone] GREEN ENGINEERING
GREEN ENGINEERING, P.L.L.C.
WATER, WASTEWATER, SURVEYING, PLANNING, PROJEC r MANAGEMENT
Post Olrre Box 609 J 303 North Goldsboro Street
Wilson, Noah Carolina 27893
Telephone: [phone] / Fax: [phone]
E-mail: otlieefgrecneng.com
COVER
FAX
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Company: IV MI ]a .de. 1?%-%s
Faa#: 9/9 733 Py, l??? 93
T+r0111: mile- O? fr. [ r 'eM 17/o No. l q, x(9 z
Subject; An, Zed(- • r r1
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Pages: including this cover sheet.
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Yahoo! Maps - Directions to Hunter Hill Road, Rocky Mount, NC 27804 Page 1 of 2
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Starting fromt O 2321 Crabtree Blvd, Raleigh, NC 27604-2260 -soye Address
Arriving at: a Hunter Hill Road, Rocky Mount, NC 27804 Save Address Get Reverse Directions
Distance: 497 miles Approximate Travel Time: 1 hour 15 miss
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1. Start on CRABTREE BLVD 0.1 1
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4. Turn Left to take the 1-440 ramp towards INNER BELTLINE 0.2 41
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5. Merge on 1.440 EAST 0.9 t
Take the US-264 EAST/US-64 EAST exit towards ROCKY MOUNT/WILSON,
0
2
6' exit #13B .
7. Continue on NEW BERN AVE 3.0
8. Continue on US-64 EAST/US-64 E 6.1
9, Continue on US-64 EAST 36.6
1 D. Take the WINSTEAD AVE EXT exit 0.3
11. Turn Left on N WINSTEAD AVEISECONDARY ROAD 1613 0.9
12. 'Turn Right on HUNTER HILL RD/SECONDARY ROAD 1544 0.5
Distance: 49.7 miles Approximate Travel Time, 1 hour 15 miss
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William G. Ross .1r., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321: Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To:
Company:
Number of pages including cover sheet:
Fax #: o 5d- V3
Date: / 0 3
Notes or special instructions
AML
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 73371786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
March 27, 2003
North Carolina Department of
Environment and Natural Resources
2321 Crabtree Boulevard
Parkview Building, Suite 250
Raleigh, North Carolina 27604
Attention: Mr. John Dorney
Environmental Supervisor
SUBJECT: Hunter Hill Subdivision
DWQ# 03-0295, RRO# 02-085
Proposed Nutrient Removal System
Nash County, North Carolina
PN: 99-262
Dear Mr. Dorney:
W ENNDS1401 GROUPPR
'?03
WATERQUALITrS
ECTIpN
Please find attached for your review and comment two (2) copies of the "Nutrient
Removal System" plan located along the drainageway between Hunter Hill and Hunter's
Park Subdivision in Rocky Mount, Nash County, North Carolina. This plan proposes to
collect stormwater from the entire watershed and pass the runoff through two impounded
areas along the drainageway. These impounded areas will be created by installing rock
dams with filter fabric lining at two locations approximately 210 feet apart. The
impounded areas will be between 1.5 and 2.0 feet deep and will be utilized to increase
stormwater retention time, while the shallow depth of the impoundments will allow for
the establishment of vegetation to aid in nutrient removal. The filter fabric lining in the
rock dams will serve to remove suspended solids in the stormwater runoff. Also, the
existing drainage swale leading to and along the rear lots in Hunter Hill Subdivision will
be diverted into the drainageway upstream of the two impounded areas.
I trust you will find this Proposal acceptable. Please call me so we may discuss
this issue.
ELGIII/sld
Enclosure
Respectfully,
eq 1?0
E. Leo Green, III, P.E.
cc: Mr. Bill Hunter - J.W. Construction Company (w/enc.)
GAW09\99262\john domey ltr 3.27-03.doc G R E E N E N G I N E E R I N G, P L L C 04107/039:52 AM
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27891 TEL [phone] FAX 252,243.7489 WWW. GREENENGINEERING.COM
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Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
To:
lpany: '
lber of pages including cover sheet:
:s or special instructions:
Fax
Date:

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
ision of Water Quality, 401 Wetlands Certification Unit,
Service Center, Raleigh, NC 27699-1650 (Mailing Address)
,tree Blvd., Raleigh, NC 27604-2260 (Location)
•1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/newedands
SID SITE
EIR o EXISTING IRON REBAR
NIR • NEW IRON REEAR NIP • NEW IRON PIPE o
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/ / / / X385 _ HUNTER'S PARK, LLC CP a CALCULATED PAINT
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HUNTER HILL SUBDMSION ~ x,55 ~ ~ , ~ \ \ \ \ \ ~_-~T1S~'o,~ 2s.s _ ~5qe• J \ ~ \ ~ _ ~ ~ ~s~12e.a, - SECTION TWO J \ ~ ~ \ \ - - p~ ' -124 p-_ - _ _ \1 ~i
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HUNTER HILL SU~ONISION ~ V V J \ \ ~ I \ , - SECTION TWO ~ \ \ w I I -t215~ 1, ~ \
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- SECTION TWO ~ \
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ROCK CHECK DAM \
NO SCALE ~ ~ ~ J \
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GREEN ENGINEERING FEy1810N DATE 6Y DATE- MARCH 2000
SCALE PROJECT No: HUNTE/99-262.1
WATER, WAS'TEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT HUNTER HILL SUBDIVISIC NUTRIENT REMOVAL F.B. If 763
VISION FIOM r-, CADFILE: 99262TPi.dwg ASCII FILE:
300 N. DOLD8BOF10 ST. P.O. BOX 609 WR.80N, N.C. 27893 SYSTEM PLOT DATE: 3-26-03 EW ?AAP NO.
TEL [phone] FAX [phone] QREENEiJQ 0 OOCENTRALCOM C" OF FK=Y MOllNr NASH COUNTY NC SHEET NO. 1 of 43-8-057

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9`~°s°~ DEPARTMENT OF THE INTERIOR DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES yahgP~ o,~s~ 7.5 MI[~UTE SERIES (TOPOGRAPHIC) ~j GEOLOGICAL c7URVEY RALEIGH, NORTH CAROLINA NE74 ROCKY MOUNT 15' QUADRANGLE ~
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SHAI4PSBURG!0.5 M1J 2 2 irvrea~cF cEOCUCicnv SURVEY, REST-, v Rciia isvi 35°52'30" ° ' 77°52'30" 241 2 340 000 FEET 243 244 50' I I (ELM CITY) 41 47'30" 49 • 1,Ql 10M ~q% wic c Exl71 5455IVSE 250 251000-E 745 I _ -
Mapped, edited and published b the Geological Survey by SCALE 1:24000 ROAD CLASSIFICATION 'y
~5h~~oPQ Control by USGS, NOS/NOAA, USCE, and North Carolina Geodetic Survey ,t 1 z 0 1 MILE Primary highway Light-duty road hard or 9°0 5p
5P MN p _ 3405 Topography by photogrammetric methods from aerial 1000 0 1000 2000 sooo 4000 5000 5000 7000 FEET hard surface - improved surface s . .
C~ photographs taken 1974. Field checked 1974 G" 1 .5 0 1 KILOMETER Secondary highway, soon so o,
Projection and 10,000-foot grid ticks: North Carolina coordinate 6= hard surface _ Unimproved road__ system (Lambert conformal conic) 107 MILS 1°39'
rid ticks O Interstate Route U. S. Route O State Route 1000-meter Universal Transverse Mercator 29 MILS CONTOUR INTERVAL 10 FEET g ~ NATIONAL GEODETIC VERTICAL DATUM OF 1929
zone 18, shown in blue. 1927 North American datum N. G ~
Red tint indicates areas in which only landmark buildings are shown UTM GRID AND 1974 MAGNETIC NORTH N.C. ROCKY MOUNT,
Fine red dashed lines indicate selected fence and field lines where DECLINATION AT CENTER OF SHEET QUADRANGLE LOCATION NE/4 ROCKY MOUNT 15' QUADRANGLE generally visible on aerial photographs. This information is unchecked HIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STAN )ARDS N3552.5-W7745/7.5
FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABU= ON REQUEST 1977