NCG140369_COMPLETE FILE - HISTORICAL_20070509

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
w L& Jy o 3b
DOC TYPE
�B HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ o? 0,0�) o 5 1)
YYYYM M DD

Mr. Manfred D. Alligood, Jr.
ABHW Concrete
1935 West Fifth Street
Washington, North Carolina 27889
Dear Mr. Alligood:
May 9, 2007
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
MAY 10 200 )
io4Subject: General Permit NNCG40000
ABHW Concrete
COC No. NCG140369
Beaufort County
In accordance with your application for a discharge permit received on Janurary 4, 2007,
and received again with revisions on March 19, 2007, we are forwarding herewith the subject
certificate of coverage (COC) to discharge under the subject state —NPDES general permit. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and
the Memorandum of Agreement between North Carolina and the US Environmental Protection
Agency dated May 9, 1994 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
An Authorization to Construct treatment facilities has been issued concurrently with this
COC. The Washington Regional Office, telephone number [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the NPDES Permit, this Authorization to Construct, and
the approved plans and specifications. Mail the Certification (attached) to the Stormwater
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617, and mail a copy of the
Certification to the DWQ Washington Regional Office.
Since some of the wastewater flows at your site may commingle with stormwater flows,
please note that discharges from your wet detention pond should be reported as wastewater
discharges, on the reporting forms included with this letter. N�0.�nca ohna
Nnlarallll
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone].623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/l 0% Post Consumer Paper

r y
COC No. NCG140369
Mr. Manfred D. Alligood, Jr
ABHW Concrete
May 9, 2007
One (1) set of approved plans and specifications is being forwarded to you. The Penmittee
shall maintain a copy of the approved plans and specifications on file for the life of the facility.
If you have any questions concerning this permit or Authorization to Construct, please contact
Ken Pickle at telephone number [phone] ext. 584.
Sincerely,
Alan W. Klimek, P.E.
cc: Washington Regional Office"
DWQ Central Files
Stormwater Permitting Unit Files
Hood Richardson, PA, 110 West 2nd St., Washington, NC 27889
Attachments

COC No. NCG140369
Mr. Manfred D. Alligood, Jr
ABHW Concrete
May 9, 2007
Engineer's Certification (COC No. NCG140369)
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction
of the project, ,
Project Name Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the following installations:
Construction of
at
I certify that the construction of the above referenced project was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Mail this Certification to
Mail a copy to:
Registration No.
Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
DWQ Regional Supervisor
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140369
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Manfred D. Alligood, Jr.
is hereby authorized to operate a process wastewater treatment system, and is hereby authorized to discharge process
wastewater and stormwater from a facility located at
ABHW Concrete
347 South Wharton Station Road
Washington, North Carolina
Beaufort County
to receiving waters designated as unnamed tributary to Maple Branch, a class C Sw NSW water in the Tar -Pamlico
River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective May 9, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 9, 2007.
X"� P6Lf
Alan W. Klimek, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Markers
Name: Discharge Site - NCG140369
Short Name: Dschrg
Coordinates: 0350 35' 53.0" N, 0770 07' 16.8" W
Comment: ABHW Concrete, subbasin 03-03-06, Tar -Pamlico River Basin, Beaufort County,
unnamed tributary to Maple Branch, class C Sw NSW, USGS'quad E30SE

�COC-No'. NCGI'40369--'-]
'Mr. Manfrud D. Alligood, Jr
ABI-IW Concrete
May 9, 2007
Entrineer's Certification (COC No. NCC140369)
I /VyJ" L ' ,S i 4/`Jd0'f as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly full time) the construction
oftheproject, AAe04VFd^r GJ�ty for the
Project Name Location �—
Penrtittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the following installations: 1
• Comt uctign of U f !��E Syv l�< ✓ia f ,eye r/t4;4 tI ^pv / at
I certify that the construction of the above referenced project was observed to be built within substantial
compliance and hitent of the approved plans and specifications.
If
CIA R 1 ff, �� O
Q �......,. / '��i
Sign ure ,v �� ., 'e1 �i Repistration No.
Dale I J( ��I rGI:cS • S�$ W "r
�v e ro
dc- rrr p-de., (!�( rt 1 T�°^'�-1•o-i='- `- �+4i'I�� J'�� •
/ jv7�t1;,
Aliil this Certification to: Stormwatei Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1.617
Mail a copy to: DWQ Regional Supervisor
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
- - ---,OCT 0 9 2007
AR®
2

Mr. Manfred D. Alligood, Jr.
1935 West Fifth Street
Washington, North Carolina 27889
Dear Mr. Alligood:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 4, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
�-(Gi(;t\�;n
DEC 0 5 2006
Gwa-Wr[i�ARO
Subject: Return of NCG140000 NOI #1135
ABHW Concrete, new Washington plant
Beaufort County
On December 1, 2006, the Division of Water Quality, Stormwater Permitting Unit received your
Notice of Intent (NOI) to be covered under North Carolina's general permit NCG140000, submitted
for your new location in Washington. Your submittal contained a check for $80, one NOI form, one
set of calculations, one copy of two site location maps, an Erosion and Sedimentation Control Plan
Permit Application, and three copies of a site plan by Hood Richardson, P.A. The submittal is
significantly deficient, and we are returning it unprocessed.
The submittal is deficient in the following particulars.
1. Inadequate design basis. You have applied for a permit to discharge stormwater and
wastewater under our general permit NCG140000, and for an Authorization to Construct
treatment facilities. North Carolina rules require DWQ to conduct an engineering review of
your application. Briefly, our key design basis criteria for review for your proposed new
construction are: Does the application include engineering calculations that predict
compliance with the permit limits (i.e. TSS removal talcs, Settleable Solids removal talcs,
pH correction narrative) for wastewater discharges; or else, does the application include
water balance calculations that show that there will be no discharge of wastewaters from
the recycle system in response to the 25-year, 24-hour storm event? The two criteria are
stated in items 14 and 15 of the NOI that you submitted with the package. The submittal is
not approvable in that it is not based on either of the two approvable design bases. The
submitted talcs seem to be based on a design approach that may be acceptable under other
jurisdictions and under other programs (the coastal
acc
epStormwater table ceptable Management
or federal NPDES
program, for instance), but such a design approach s
stormwater discharge permit that you have applied for.
Note also that there is no design narrative that tells us specifically how the stormwater and
wastewater flows will be generated, collected, conveyed, treated, and discharged.
Further, note that the submittal makes no attempt to address the control of high -pH
wastewaters presumably to be discharged from the operations of your proposed ready
mixed concrete facility.
2. Inadequate site plan and engineering details. Please consider that as reviewers, we
can't tell from the site plan whether the measures you are proposing are sufficient, or not,
because the drawing does not present a complete picture of the site with respect to our.
N0,hCuolina
,7�atnrnll�
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.yacwmerquality.orp Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affmnative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Manfred D. Alligood, Jr.
Page 2 of 2
December 4, 2006
items of interest in a review. Specifically: we must know where the wastewater and
stormwater discharge points are - - they're not labeled as such on the site plan. We must
know where all the wastewater flows originate - - for most ready mix sites we need to see
the truck rinse off station and the overflow piping from the recycle system (neither
identified on the site plan), in addition to the drum wash out station, the recycle system,
the aggregate piles, and the batch plant (all shown.) We must see the proposed finished
grade topo lines so that we can confirm for ourselves the direction of overland flow at the
constructed facility. We must see a delineation of the contributing drainage areas that will
flow to the proposed wastewater and stormwater control measures.
Further, we must see engineering details of the configuration of the mixing drum wash pit in
order to review the volume and hydraulic operation of that structure.
Please ask your engineer to contact me for a more comprehensive explanation of the submittal
requirements for the NPDES stormwater discharge general permit.
Sincerely,
/� P
Ken Pickle
DWQ Stormwater Permitting Unit
[phone]XS84
[e-mail]
Enclosures: Returned application package
cc: Hood Richardson; Hood Richardson, P.A., 110.West 2nd St., Washington, NC 27889
Roger Thorpe, DWQ Washington Regional Office
SPU Courity Files - Beaufort County

a
M,
PERMANENT GROUND COVER
FROM APIRIL UNTIL AUGUSTs a
10 LBS/ACRE HULLED COMMON BERMUDA Neu s OF \
50 LBS/ACRE PENSACOLA BAHIA GRASS--
500 LBS/ACRE 10-10-10 FERTILIZER \ \ !0' BIG IN—""' lav—
2 TONS/ACRE LIME
GFO FABRIC_..
TREATMENT POOL
FROM SEPTEMBER THRU MAY,
=
v,
-.-10' WIDE 12' RIP RAP
IN GEO FABRIC
60 LBS/ACRE KY 31 FESCUE
S/ACRE UNHULLED COMMON BERMUDA
FORE BAY
10 LB 4•
2 TONS/ACRE LIME � �o� QI PS 3' 5
500 LBS/ACRE 10-10-10 FERTILIZER 4 / 0, 60'
STRAW MULCH, 2 TONS/ACRE
USE ASPHALT OR EQUIVALENT TAC. / e77 `� /
PLANT WITHIN 21 CALENDAR DAYS OF /{ co
COMPLETION OF ANY PHASE OF GRADING /\; f TRwrn CONSTRUCTTONENTRANCE
AND A PERMANENT GROUND COVER WITHIN 15 / f { , METHODIST ,
WORKING DAYS OR 90 CALENDAR DAYS (WHICH I CHURCH 1
EVER IS SHORTER) FOLLOWING COMPLETION
r OF CONSTRUCTION OR DEVELOPMENT. �q
12.3• —
RISER -
i23' EXTEND SWALE
SOLID END_ 3/I SLOPE TO
E 20' x 12' T N
6'
PERMANENT
MT MINIMUM USE 1.0 INCH DIAMETER
8.3'-
CLEAN POND BEFORE -
ALUMINUIi PIPE
tom -EXCAVATE 2'
BELOW.ORIFICE
9.5 ELEVA IO
10' X 20' VELOCITY
—J
P00L
NOTE,
FOR TREATMENT.
5' EACH SIDE
DISSIPATOR
4,USING
NOTE, PUMP REQUIRED TO
E 1
OF PIPE
USE 12 INCH STONE
ON GEO FABRIC
DRAIN POND.
1
a
A -A'
CROSS SECTI❑N
NOT TO SCALE
/CONSTRUCTION EITTRANCE I
&) - TOP 18. 1' 'T +1AG "� / '-Ys. / IU X 60'X OS'WASHED STONE
SEE DETAIL
4.1
FIRST STREET
SOUTH WHARTON o. s y ' ' 0.25 ACRE I—'�'EROSIONpER 70' PRNATE RIGHT OF WAY %�•
STATION ROAD`° +
LIA rr LI1Y T f
UNDEVELOPED
510Ne Q1E ' t
- - - rip j�( ER Ll � 1 6
/ 14 :i 14. 3' I,1. 7,I� OO
EROSION PERMiT�/ I �p 17,23 Q N 3T00'00'E� -S 3T00'00"W \
LIMIT LINE �- 14 2" �� 1 �. 123.50' 20.00' li�� N 3T00'00'E
a
t UO'
20
0�... _ 14 2' S 3T00 OO"`W
3T00'00"E -- �� 14 1' 15 7
EROSION PAIR / 1 s 4-
_yIT LrnE I
K m a'c�SY 1148
HOLLY MASON
D.B. 1012, P. 125
Z �
u 16
W 0 141 0, - al
o o I5" �V&� 6A��
rn s '% m !� 59
17.5' PRO �. " oQ \ l�i I d 1 v
4115 9' L SON PERMIT PT < o f , 7
+ 17'
16 1' 111 Z9' 65.00' N 3T00'OD"E �_3.7' nv n • A -
1 \ \�
- - a
180 S 3T00'00'iV t - /$7.50' 15 3'
a
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ul
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112/ a
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- - - - _ _SWALE
FLOW 'O. _ r. V v A y tR'1�
\
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6.3' 3.21 ACRES^ EMERGENCY y,iol \ \
5 5' SYSTEM OVERFLOW�-
a.ef`{ts 4' I O' TO STORM WATER
O SEPTIC DRAIN o- SPRiM L \ \ \\ \\ {-
y /
EO FIELD gREA m fs 1p �� �� �` r' /� v 9 a ;
ND ,(
CLE PUMPNil
Q 6 > ToPROC�SS y� v�
\ \\ fv NOTE CEMENT TANK AND '1 m _ .t `' \ 1 7'\ \
z 1_rq $ FLY ASH TANK VENTED TO t y
U DUST COLLECTER, NEGATIVE" �VERFIOW �1ti Q�Y
I 0� o Tod •, ,+ V 0 455 v yy y
PRESSURE I' ¢ s INVERT 13.5"$ S C r \\ \\ y o
1 2 FN �F1J - O :C 15.9' :-.a 31' ►- 1 W'A i
�� I v STACKER �- HOPPER z i D�IV 13 ®1' 60' -- �1 y z 4
16 6' _------_— �. C7 t^ I roc'
FLY ASH m! y G 4 � - k� / �O�i ��
1 s s' STORAGE �� f� I$ SQ�V� �P 1 s 5 0 1z' sLorE 3/I
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x ; 8' WIDE STONE j 1 o
I I DUST CDI.IF.(.'1'OR T 24'
PICKUP Pcxxr n SPRINKLED '? RIP RAP ON , \ (1 9n fl'
15 8' I DUST-�.` AREA S4 CEO FABRIC yo,
T
I 'h7 6• 41
A@ Y I } COLLECTOR o z [BUILDING N • MIXING DRUM O - m$ - $ / G �{ FAN� r WASH WATER 960 R -. IT i
NED ABSORPTION POND 15. FULL L 1r dT L ss t� 9Ti
( tLROA0 w ' .1 DUST PICKUP -tuR z4' _ Z� F `'
wcxuP t rxNT 6' x : WATER SUPPLY -� I z' �_ 2 �y Sl' YP f o �0 9n
STORAGE BIN O.
I� I WELL SLOPE 3/1 10^ - _ , ' .F�j^
CEMENT MIXING J;� EK .4Dt DVG AT 3 J' 1 Q _j
z . o- Fa n
�17.2' I+ �= r� 16.0
131'
48,
a
17
+ h s. r 3 a 6' WIDE BERM 01
r
FLOW
65.00' _ -- _ _ - _ SWALE_ _ - 143_ - _ _ _ N 3T00'00'E
S 3T00'00"W - - - - - S 3T00'00_W t1 �\ I I 144.00'
227.50' -
Imo' / ' ` 4 t16/
t2O� MANFI�ED EROSION PF,RMIT
/ t19 S \D B D• ALL/GOOD LIMIT LINE
I
118/ 1042, p. 69, et al
�I
0.43 ACRE
L• _ VARIES _ - - ►
TBM: NAIL IN 26 INCH PINE TREE 2.1 FEET ABOVE GROUND. 1' MINIMUM
TREE IS 8 FEET WEST OF FENCE AND 90 FEET EAST OF CHURCH.
EROSION PERMIT - 3 OR FLATTER
ELEVATION 17.23 FEET. LIMrr LINE
1929 DATUM FROM TYPICAL SWALE
CRATCH'S STORE, CONCRETE FLOOR NOT To SCALE
T
6/1 WETLAND IF USED FOR SEDIMENT CONTROL., THE
SHELF STORM WATER TREATMENT POND IS TO
BE CLEANED BEFORE BEING PLACED
:NTO SERVICE.
SEEDING VEGETATIVE SHELF TRANSP'_ANT (SPRIG) B-Br
FROM LOCAL MAN MADE PONDS r CROSS SECTION
SET ON 12 INCH SPACING A
MIXTURE OF THE FOLLOWING: NOT iD SCALE
Herbscem
Arrow arum(Peltandra virginica)
Arrowhead ISagittaria spp.)
Cazdioal Dower (Lobelia cadinalis)
False wttle(Boehmeria cylindrica)
Grape fem'"chium spp.)
Lizard's Lai (Sa1Nrus eQ w)
—9.3'
f Pickmlwwd(Pondtede cordata) THIS STUB UP
Rove mallaw(Hibiscusmoscheutns) PORTION CAN
Saud nt blue Flag (Iris virginica) BE BROUGHT
v UP EVEN WITH
Cormnou msh (Iu us effuws) TRASH RACK
Rice cutgm,(Leersiaoryzoides) AND ATTACHED
River Data((ltasmaruhitun latifohum) FOR STABILITY
Smartwecd (Polygcxmm spp-) IF NECESSARY.
Soft rtem twirush (Scirpus Validus)
Wiregtav+(Anstidasaicta) FTRASH RACK
Wixlgma, (Scirpus rypetinm) i ------ i
Aquatic he
Co, lily 1Nuphar lutea)
Water lily iNumphaes odor=) 4' SCREW OUT PLUG � — — — — — — —
Water Id❑v (NelnmbO IUWa)
DSION PERMIT
LIMIT LINE
w �
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m
z
T
vm
- OD 0 _
,0
AD
D G)
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(D O
rn 0
c�
0
b
t14)
ALL SURFACE
WATERS EXIT
THROUGH THIS
PIPE
TRASH -
RACK
REQUIRED
ORIF
—1os'
130 TTOM STORM WATER POND
❑VERFLOW
CROSS SECTION
NOT TO SCA,,
4' STUB UPS- EOVERFLDW 12
VERTICAL —
STAND PIPE I`
4' PVC TEE 1
4' STUB DOWN
PERMINENT POOL
4' GLUED CAP WITH 1 3/8' HOLE ?4' STUB OUT
DRILLED ABOUT 16' BELOW
PERMINENT POOL ELEVATION
ALL JOINTS GLUED EXCEPT SCREWOUT PLUG
ORFICE DETAIL
NOT TO SCALE
35 __-_ -_. __---- -----
25.
IMPROVED SURFACE
SLOPE ► ja 4* ►N 4'.. /
---------------- R-
a �`' a T
<1
PROPOSED GRASS LINED
SWALE ALONG ROADWAY
POST
EXTENSION OF FABRIC AND
INTO THE TPENCH
FILTER FABF
13.0' —
enl_ GRASS
1
.'�GEO FABRIC
12' RIP RAP
5
(X;c:,CF
5.5'00�' o'
.,..... CTED FILL
4' �..
SILT FENCE_
(NOT TO SCALE)
30 0 30 60 90
INLET INT❑ POND ELM EL
NOT TO SCALE GRAPHIC SCALE - FEET
�1
Z.,I
PROPOSED PRIVATE DRIVE \
PROPOSED GRASS LINED
SWALE ALONG ROADWAY
CROSS SECTION ROADWAY SWALES LEGEND:
TYPICAL 0 NEW IRON PIPE, CONTROL
NOT TO SCALE
• FOUND IRON PIPE, CONTROL
a POWER POLE
SWALE
m WATER METER
WATER VALVE
® POP OFF VALVE
4a, FIRE HYDRANT
-- FENCE
- o - SILT FENCE
laa' e+ FINISHED GRADE
DUST CONTROL FAUCET
DIRECTION OF SURFACE
SURFACE WATER FLOW
ORIGINAL CONTOUR
ASPHALT
t� CONCRETE
THERE ARE NO 404
OR LAMA WETLANDS
ON THIS SITE.
GRAVEL
^1
POOL, STORM LEVEL
NP r
WATER - STORM WATER
.wTE
PERMITS PAGE 1 OF 2
a 4j ',i�'�REVISFD
L.
REVISED
:3/15/07 - LETTER MARCH 12, 2007
3/5/07 - LETTER FEB. 23, 2007
REVISED
215107 - LETTFR FEB. 1, 2007
REVISED
12/27/06 - PERMITS
REVISED
12/27/06 - PERMANENT GROUND COVER NOTE
I
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MIXING DRUM WASH WATER DISPOSAL SYSTEM
(NOT TO SCALE)
W
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(n
Tn
O
VARIES
6MAX
s
w
J
w
S
U
to
e
30.5'
15.0'
�_i . OVERFLOW
1 I 5FULL LEVEL
TO POND
r
31.0'
WASH PIT
12" CONCRETE WITH
1 " STEEL ROD ON
2" SQUARE PATTERN
LATHAM
rqµ�� CgpFk -
SITE
ARTON
s r
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of
1
3
AREA MAP
NO SULF
SP_ 144,
S F'. 1 «6
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` ., �`ee •S.
<<2 2
r'• Aij
e J OQ
REjIEDi R MARCH 12, " �Cl lv lat
REVIjJ'%AA'3`.. L(77'ER FEB 23, 2007
PROPERTY OF:
ABHW CONCRETE
WASHINGTON TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
SCALE: 1" = 30' SURVEY DATE: DECEMBER 7, 1998
SURVEYED BY: HOOD RICHARDSON, P.A,
ENGINEERS -GEOLOGISTS -PLANNERS
110 WEST 2ND STREET
WASHINGTON, N.C. 27889
PHONE: [phone]
' 1 1. •TI •, 1 1 ..--- I' y1r 7�1 11 1 IJ i:
I 1 •' Ir .J r t