SW8960611_APPROVED PLANS_19980507

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 '��p (» k k
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
T °I 9 8 O 5 0-1
YYYYMMDD

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BOUNDARY
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FOR TOWN CREEK
'ROVED UNDER /
0. 930602, ZD
If the Wet Detention Pond, the
mission from George Irving, the
er, to construct the drainage
irainage easements.
TOWN CREEK VILLAGE
SUBDIVISION
i SITE,
/
WINNABOW
S.R. 1410 — l
VICINITY MAP
SCALE: 1 Inch - 1 Mile
Q166L 6 t 93� �
�3�B�i9�31�!
STORMWATER DATA TABLE
Impervious Surface:
5 Storage Buildings: 10,000 SF
Shaded boundary represents 30% of Stormwater Project Area. -- Office Building: 225 SF
The Wet Detention Pond shall be constructed if impervious i i Parkin Roadwa : 34,805 SF
`. cover extends beyond this area. (30% of Stormwater Project , 9 Y
Area = 0.41 acres) See street 2 for temporary grading plan.
TOTAL: 45,030 SF
ELF FROhQ `♦ �`. , /
6:1 SLOPE % IMPERVIOUS:
TEMPORARY
� . SILT FENCE ` � ,
Allowable Impervious Coverage @ 30%
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S,S�O CONSTRUCTION
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STORMWATER
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MIN. 10 i
LINE MI
FRONT VIEW
r STEEL OR MOOD POST
WOVEN MIRE FENCING AS RED'RO.
(SEE NOTE a 6.1
SILT FENCE FABRIC
FILL SLOPE
' MIN. COMPACTED FILL OVER SKIRT* EXtiTIN6
ANCHOR SKIRT WITH MIN 4' LONG ROADWAY
WIRE STAPLES a 12' D.C.
FOR REPAIR OF SILT FENCE FAILL ES,
USE #57 WASHED STONE IN LIEU OF
COMPACTED FILL.
SIDE VIEW \�
1. Install silt fences a sham an drwing and at locations necesa y to control siltation of adjacent rue.
L Where wood posts we wed. they shall 0e a minim of 3' in dimtw and 6' in to*. Posts shall 0e moute or
pentach1wopenol treated Southern pins.
1 ahem ateel poste are dut, they shall 0e S' in length and be of the half fastener ogle type.
1 Woven wife fencing, wham required lees Note d 6), Shall Chalfont to ASTM A116 far else$ 3 galvanizing. Fawie Shall
he a minlmw of 32' wide and have a minimum of 6 line wires with 12' stay Spacing. The top and bottom wires shall
be to gauge, and interhadista wires shall be 12-1/2 goods. Wife fabric shall be followed to woad posts with not less
than p9 staples 1 1/2' lag.
L Filter fabric Mail be of nylon, polyenr. propyleme w aNylaes yam with mtniM• Strength of 30 lb./lin. in.. and a
mfhlu nsI film g efficiency. Fabric Shall contalm ultraviolet imbibltors and stabilizers.
6. If filty fabric is OW with a StrangN of 50 lb./IBA. in. w gmaGr. old the put Racing W does rot weed 6'. man
vim flowing 11 not required. Otherwise, maps wits testing to raquiraA and poet spacing Mull not acted a'.
STANDARD TEMPORARY SILT FENCE.
NTS
EXISTING
CROSS
SECTION
A -A
A
1 "-2' VERT
CAL
13
FLOOD POOL ELEV
- 13' MSL
j
ORAGE POOL EL
- 12.5' MSL
NORMAL P
OL ELEV. - 11 .7'
- - - - - - -
- - - - -
- -
XISTING GRADE
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PROPOSED G
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OR WIDTH OF
'ah'-ABCPROPOSED 25'-0' WHICHEVER IS STREET.,
GREATER
PLAN VIEW
ucu rnuaroUCTION�
SECTION VIEW
CONSTRUCTION ENTRANCE DETAIL
NTS
MCROS
�SECTI
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H E: 1"-20' ORIZ
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1"-2' VIE
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13
FLOOD POi
L ELEV. - 13.0' p
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LOT 5
t / PROPOSED "CHANNEL A" FOR TOWN CREEK
t VILLAGE SUBDIVISION APPROVED UNDER
ATER PROJECT N0. 930602, DATED D
\ DATED DULY 2, 1993.
FOREST 7
LANDING
i
a. SUBDIVISION ,
LOT k`\
TOWN
CREEK IONLAGESUBD
a
CIRCULAR ORIFICE
DIAMETR - 1'
PROPOSED FLARED /
END SECTION
La
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,•,RIP -RAP DISSIPATION PAD
PLAN VIEW
MEDIUM STONE DIA. - d50
MAX STONE DIA. - It max.
'SLOPE 01 FLUw�
UNDERLAY STONE APRON THICKNESS
SECTION VIEW
OUTLET PROTECTION DETAE6
NTS
ELEV. - 12.5'
BOTTOM OF ORIFICE
ELEV. - u.7.0' KSL
BOTTOM OF TRASH G ORIFICE
GUARD ELEV. - 11.5' WSL
LOB
TOP VIEW OF RISER
INV. ELEV.
CONCRETE, •, •�•
SECTION B-B SECTION A -A
STORMWATER POND OUTLET STRUCTURE DETAII.
NTS
Storwatw Projjeect Area."The ts 0 f
et m
_ _ Detention Pots stall aaaySTORMWATER DETENTION POND DATA TABLE
this areaif .
( to beyond \ 30% of Stormeater Project / ,'
\ - - - - - GRASSED REA - `\ ` Area ` 0.41 acres)
SEE SEEDIN SCHEDULE Bottom of Pond 7.7 MSL 670 SF
TEMaDxA�Y Normal Pool 11.7 MSL 4205 SF
ARY `\ TEMPO LEVEL SPREADER \ \ SLT FENCE,
ff (SEE DETAIL) Storage Pool 12.5 MSL 4940 SF
`, / ` �. ��Z / ,'
Flood Pool 13.0 MSL 5420 SF
q � Top of Berm 13.5 MSL
\ ' ! - �Q"�r� ` • ; Storage Required 3630 CF
F� Storage Provided 3658 CF
o \.
FGG �a� 14 Bottom of 1" Orifice 11.7 MSL
_ Top of Riser 12.5 MSL
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\ �� \\ 14 Drawdown Time 3.25 DAYS
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CONSTRUCTION \ '
ENTRANCE
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STORMWATER PROJE T
BOUNDARY exanNG SOL ROAD / I l
TEMPORARY GRADING PLAN
SCALE: V a 40'
SCALE: 1 "=40'
TEMPORARY LEVEL SPREADER DETAIL
NTS
V
I
INV. ELEV. Q
OUTLET - 11.0' MSL
EROSION CONTROL NARRATIVE
A. PROJECT DESCRIPTION
This project is located approximately one-half mile northeast of Winnabow. The project
Involves the construction of five storage buildings and associated loading areas. The total
project area is 1.37 acres.
B. SOILS AND TERRAIN
Most of the project area to be disturbed is flat. The Soil Survey of Brunswick County
indicates that the most prominent soil within the project boundaries is Goldsboro fine sandy
loam. Goldsboro is an moderately well drained soil and surface runoff is slow due to the
relatively flat land.
C. ADJACENT PROPERTY
The project is located within the Forest Landing Subdivision. The project is bounded to
the northeast by Town Creek Village Subdivision, owned by George G. Irving, Jr., to the south
and southeast by Edgewood Lane, and to the northwest by Lot 4 of the Forest Landing
Subdivision.
D. EROSION CONTROL MEASURES
The primary land disturbing activities for this project are related to the construction of
the storage buildings and associated loading areas. To prevent sediment losses to off -site areas
during and following construction, the following precautions shall be taken: silt fencing,
seasonal grassing, construction entrance, and riprap outlet protection.
EROSION CONTROL GENERAL NOTES
1. All construction activities shall be performed in compliance with the Sedimentation
Pollution Control Act of 1973.
2. All land disturbing activity is to be planned and conducted to limit exposure to the shortest
feasible time.
3. All construction sites and severely eroded areas shall be stabilized by the establishment of a
permanent ground cover.
4. As soon as all areas are permanently stabilized, all permanent measures have been installed,
and final approval is received by the Erosion Control Engineer, erosion control temporary
measures may be removed
5. Over the life of the project, the Owner shall make periodic inspections to evaluate the
success in controlling erosion of soils to oft -site areas. If areas are found where erosion is
taking place, the Owner shall take the necessary measures to remedy the situation.
CONSTRUCTION SEQUENCE
1. Obtain approval of Erosion Control Plan from NCDEHNR- Land Quality Section.
2. Install silt fencing and construction entrance.
3. Begin clearing and grubbing of disturbed area as shown on plans.
4. Perform rough grading of drive, storage buildings areas and loading areas.
5. Perform excavation of detention pond and rough grading of banks.
6. Begin storage buildings construction.
7. Perform final grading and marl parking area.
8. Within thirty days following final grading activities, seed and mulch disturbed areas
which will not be built upon.
9. Maintain temporary erosion control measures until permanent ground cover is
established.
10. Obtain certificate of compliance through and on -site inspection by NCDEHNR Erosion
Control Engineer. Contact person is Mr. Dan Sams, 910-395-3900.
11. Remove temporary erosion control measures and stabilize these areas immediately.
Permanent erosion control measures shall remain.
EEDING SCHEDULE
1. All disturbed areas due to construction and any severely eroded areas shall be stabilized by the
establishment of a permanent grass cover. The seed species shall be selected based on the type
soil present, seasonal conditions and other considerations. As an alternative, the contractor
may use the methods and schedules shown below: however, it is recommended that a specialist
be consulted with attention given to site specific conditions.
a. Cultivate area to a depth of 5 inches
b. Apply agricultural lime at the rate of 4000 lbs. per acre
c. Apply 10-20-20 commercial fertilizer at the rate of 5001bs. per acre
d. Sow grass seeds at the following rates:
mud Rate Per Acre
Common Bermuda Grass
unhulled 251bs.
hulled 121bs.
Pensacola Bahiagrass 50 lbs.
Korean Lespedeza 251bs.
Tall Fescue 30 lbs.
e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre.
L Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per
acre.
2. Where it is not possible to establish a permanent grass cover in a reasonably short period of
time due to seasonal considerations, a temporary grass cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains such as rye grass,
however shall not be considered a permanent grass cover. Where the season or other
conditions are not suitable for growing a temporary erosion resistant cover, mulch may be
applied, however, mulch used alone shall be for the shortest time practical. A temporary or
permanent vegetative cover shall be established as soon as conditions are favorable.
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of vegetative
cover.
4. Irrigate as necessary to optimize plant growth.
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
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EDGEWOOD LANE 607 RAW` _ ,
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STORWATER
D E C E I V E
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FOREST
LANDING
SUBDIVISION I
LOT 10
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SILT
FENCE GRATE 13.80
INV. 10.50 33 LF 1
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SUBDIVISION
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FLOOD POOL
ELEV. 13.3'
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OUTLET PROTECTION
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12.6'
POOL `\---__----- -----------------------
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CONSTRUCTION 9 ' Or
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'--,,M & M STORAGE BUILDINGS, PHASE II
AREA OF DISTURBANCE = 1.8 ACRES
EDGEWOOD LANE 60'
RAIN ,
STORMWATER POND DATA SUMMARY
Total Built -Upon Area(Ac.)................................
2.595
Project Drainage Area(Ac.)................................
2.985
% Built -Upon Area .............................................
86.9%
Computed Runoff from 1" Rainfall (CF)...............
9,020
Provided Storage(CF).........................................
9,279
Required Surface Area(SF).................................
9,037
Surface area 0 Normal Pool (SF) ........................
9,121
Surface area 0 Storage Pool (SF) .......................
11,500
SW Storage Depth (Feet) ...................................
0.9
Number of Orifices ..............................................
1
Diameter of Orifice (Inch) ...................................
1.5
Elevation of Orifice (MSL)...................................
11.7
Approx. Time for Drawdown (Days) ....................
3.25
Top of Riser Elevation (MSL) ...............................
12.6
'10-Year Peak Flowrate(CFS)...........................
4.8
Flood Pool Elevation 0 Q10..................................
13.3
"Routed" Q
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CROSS $ECTIOP A —A
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`• - i i FLOOD POQELEV. 13.3' MSL
3 i
- : STORAGE POOL ELEV. I;6' MSL 7
- i _._..._. ,....... _.„.,,..
_.. .�.._._._._ , ,_.- ­-.NORMAL-POOL ELEV:-�..1 Y.T��..
VEG.SHELf�
6:1 SLOPE
s ! I
11.7 TOi11.0 I
I FOREBAY
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A t
BOTr01 POOL ELEV. = 7.:
__ -- — ,
— \ —---------
\ ------------- - - - - -- '
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1
I I MICK INC., STORAGE BUILDINGS
I NCDEHNR STORMWATER PERMIT NO. SW8 960611 '
NCDEHNR SEDIMENTATION &
EROSION CONTROL PERMIT NO. 960606BR '
I
CROSS
SECTION P—B
SCALE:
I HORIZONTAL 1"-30 j
VERTICAL 1"-3 I
14 _ _.._.
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1.
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1.2 9:1-SLOPE.._.
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VEG. SHELF
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8A SLOPE
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STORMWATER PROJECT DATA TABLE
Phase I Built -Upon
Area:
5 Storage Buildings:
12,000 SF
Office Building:
225 T
Parking/Roadway:
32,805 SF
PHASEIBUA:
45,030 SF
Phase 11 Built -Upon
Area:
7 Storage Buildings:
28,200 SF
Parking/Roadway:
391800 g
PHASE 11 BUA:
68,000 SF
TOTAL BUA:
113,030 SF
2.595 Acres
Total Project Area:
2.985 Acres
% Impervious Area:
86.9%
::4i+::is: YI:Upi::r:ni 4ia:YUi:nia: 11i.::i:.:: wl 64pi l: IiI41: L: Uiuw i::i I�iq
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
1 �—
p."ry
1
1473 ^O 9
Q•' N�
h'
SR �411 17
a
r+
SITE
WINNABOW T
S.R. 1410
S1 a
17
A
8
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1 '^s
�A
VICINITY MAP
SCALE: 1 Inch - 1 Mile
NOTE:
STORMWATER POND SHALL BE LOCATED WITHIN
A RECORDED ACCESS/DRAINAGE EASEMENT.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
DW HA% Rr-(Z Aal
Stormeet�r PamR Nn A'I Roo
NOTE:
SURVEY AND FIELD INFORMATION BEEN PROVIDED BY
THE CLIENT AND NO WETLAND DELINEATED WETLANDS
HAVE BEEN IDENTIFIED WITHIN THE STORMWATER
PROJECT BOUNDARY FOR THIS SUBMI7TAL o-
HMWATER
nE C E 1 V E N
ILlnl{f MAR 2 6 1998 D p
D E M
PROJ#
SCALE: 1"=30'

TOP ELEVATION OF STORMWATER •5, - d,
:--
/5 WASHED •'`"' MAX. .W.
STONE �`•"
EROSION CONTROL NARRATIVE
O
Q0 >
CHANNEL SLOPE
I RIP -RAP
A. PROJECT DESCRIPTION
M & M Storage Buildings, Phase II is an expansion of MGK Inc., Storage Buildings which
OR WIDTH OF
VARIES
consisted of flue storage buildings associated loading areas. MGK Inc. Star
g g g age Buildings
EXISTING ABC PROPOSED STREET,
ROADWAY 1s a'�' WHICHEVER IS
(Phase I) was permitted under NCDEHNR Sedimentation and Erosion Control Project No.
GREATER
SECTION VIEW
960606BR. Thiproject is located approximately one-half mile northeast of Winnabow. Phase
II of the project involves the construction of seven storage buildings and associated loading
areas. The total project area is 3.17 acres with Phase I consisting of 1.37 acres and Phase II
XISTIN6 SLOPES
consisting of 1.80 acres.
f0' MIN.
B. SOILS AND TERRAIN
Most of the project area to be disturbed is flat. The Soil Survey of Brunswick County
NOTE: HEIGHT G WIDTH DETERMINED BY
indicates that the most prominent soil within the project boundaries is Goldsboro fine sandy
PLAN TEW
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
loam. Goldsboro is an moderatelywell drained soil and surface runoff is slow due to the
relatively flat land.
C. ADJACENT PROPERTY -
NEW CONSTRUCTION
EXISTING ROADWAY�
¢ /5 WASHED
> STONE
The project is located within the Forest Landing Subdivision. The project is bounded to
the northeast by Town Creek Village Subdivision, owned by George G. Irving, Jr., to the south
68 MIN. MIN.
and southeast by Edgewood Lane, and to the northwest by Lot 9 of the Forest Landing
,,�,, ..�.. ....,.:,1. !,!,!,!•
o<,
Subdivision.
FRONT VIEW
SECTION VIEW
D. EROSION CONTROL MEASURES
TYPICAL CHECK DAM DETAII.
The primary land disturbing activities for this project are related to the construction of
CONSTRUCTION ENTRANCE DETAIL
the storage buildings and associated loading areas. To prevent sediment losses to off -site areas
NTS
during and following construction, the following precautions shall be taken: silt fencing,
NTS
seasonal grassing, construction entrance, pond, inlet protection, and rip rap outlet protection.
S IheEfed STEEL OR WOOD POST
r
em
WOVEN WIRE FENCING AS REQ'RD.
ZAODt
(SEE NOTE 6 6.)
SILT FENCE FABRIC
EROSION CONTROL GENERAL NOTES
EXTRA STRENGTH (50 //1 IN. MIN.) SYNTHETIC POROUS
FABRIC
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KININTERMEDIATE
OF NYLON, POLYESTER, OR ETHYLENE YARNS.
TA - FILL SLOPE
1. All construction activities shall be performed in compliance with the Sedimentation
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Pollution Control Act of 1973.
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2. All land disturbing activity is to be planned and conducted to limit exposure to the shortestAt
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MIN. COMPACTED FILL OVER SKIRT*
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feasible time.
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CHOR SKIRT WITH MIN 4• LONG
WIRE STAPLES a 120 O.C.
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3. All construction sites and severely eroded areas shall be stabilized by the establishment of a
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FOR REPAIR OF SILT FENCE FAILURES,
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permanent ground cover.
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USE 057 WASHED STONE IN LIEU OF
COMPACTED FILL.
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4. As soon as all areas are permanently stabilized, all permanent measures have been installed,
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and final approval is received by the Erosion Control Engineer, erosion control temporary
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FRONT VIEW SIDE VIEW
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measures may be removed
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L Install silt feindo it n Mn on drawing locationsnecessary to control elltetion of edlaent err.
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5. Over the life of the project, the Owner shall make periodic inspections to evaluate the
success in controlling erosion of soils to off -site areas. If areas are found where erosion is
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L Wherd Mood pets re used, they minimum and be a miniof 3- in diameter G' In length. Pate maoto Or
MI treated scathrn
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pentachlor fine.
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TREATED 2 % 4 POST G FRAME
taking place, the shall take the necessary measures to remedy the situation.
A maybe Mire fencing severe required Ida Note i 61, small conform to AM A116 farclass3 gelMniiing. Fabric shall
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he a obiww of 32' wide wW hen a minimum of 6 Use M1rea with 124 stay dpecinp. The top and bottom Mira $bell
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Do 10 gagdo e. intrhediats MWra dohe shall t2-w gaups. miry fabric Nhe all fnrM Mood
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L Filter fabric doll he of cylok polyester, propylr r ethylr yore with mlntu strength of he 11./11e. 1N.. one a
minimal aft filtering efficiency. Fabric doll contain ultraviolet tabmiters red stabilizers.
6. If filter fabric if seed with a $if%" of 50 L./lire. in. Or rester, all the W owl" a der not flow 6'. Wave
PLAN VIEW SECTION A -A
Min frLq he net npdnl. O1M1'Mlee, Morn MW (ring L rewire4 nl coat dprLoo doll not enceed g'.
CONSTRUCTION SEQUENCE
CATCH BASIN PROTECTION
1. Obtain a royal of Erosion Control Plan from NCDEHNR- Land
pP Quality Section.
STANDARD TEMPORARY SILT FENCE.
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2. Install silt fencing and construction entrance.
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3. Begin clearing and grubbing of disturbed area as shown on plans.
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4. Perform rough grading of storage buildings areas and loading areas.
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HIM. AREA OPEN - 1.2•
5. Perform expansion of detention pond and rough grading of banks.
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6. Begin storage buildings construction.
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7. Perform final grading and marl parking area.
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PRECAST CONCRETE SUITABLE
FOR if20 TRAFFIC LOADING
8. Within thirty days following final grading activities, seed and mulch disturbed areas
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which will not be built upon.
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9. Maintain temporary erosion control measures until permanent ground cover is
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PLAN VIEW
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ENO :ECTION
CAST T� I MAT0 E SUITABLE
10. Obtain certificate of compliance through and on -site inspection by NCDEHNR Erosion
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TRAFFIC
Control Engineer. Contact person is Mr. Dan Sams, 910-395-3900.
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SEE 'STaav BRAIN DATA
11. Remove temporary erosion control measures and stabilize these areas immediately.
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TABLE* FOR PIPE INVERT
ELEVATIONS
Permanent erosion control measures shall remain.
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PLAN VIEWAL
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MEDIUM STORE DIA. - 3'
MAX STONE DIAL - 4 1/2•
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SEEDING SCHEDULE
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1. All disturbed areas due to construction and an y severely eroded areas shall be stabilized by the
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establishment of a permanent grass cover. The seed species shall be selected based on the�T e
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soil present, seasonal conditions and other considerations. As an alternative, the contractor
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WITH FILTER CLOTH
SECTION VIEW
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may use the methods and schedules shown below; however, it is recommended that a specialist
be consulted with attention given to site specific conditions.
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OUTLET PROTECTION DETAIL.
SECTION B-B SECTION A -A
ab. Cultivate area to a depth of 5 inches
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STANDARD (IRATE INLET CATCH BASIN.
Apply agricultural lime at the rate of 4000 lbs. per acre
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c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre
d. Sow grass seeds at the following rates:
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jTRASH G ORIFICE GUARD
Kind Rate Per Acre
Common Bermuda Grass
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unhulled 25 lbs.
hulled 12 lbs.
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Pensacola Bahiagrass 50 lbs.
Korean Lespedeza 25 lbs.
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Tall Fescue 30 lbs.'�.
PROVIDE 4X4 - W2.9 X W2.9 GALVANIZED
e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre.
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WELDED WIRE FABRIC OVER TRASH GUARD.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per
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acre.
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2. Where it is not possible to establish a permanent grass cover In a reasonably short period of
TOP VIEW OF RISER
time due to seasonal considerations, a temporary grass cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains such as rye grass,
however shall not be considered a permanent grass cover. Where the season or other
-
5
conditions are not suitable for growing a temporary erosion resistant cover, mulch may be
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MOOIFIED To ELEv. 12.6' MSL
applied, however, mulch used alone shall be for the shortest time practical. A temporary or
EXISTING ELEV. - 12.5• MSL
permanent vegetative cover shall be established as soon as conditions are favorable.
ORIFIDIa OTTOM OF ORIFICE
ORIFICE AMES, I- LOTION
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of vegetative
MODIFIED TO 1.5' 1 EV. - fi.7' NSL
cover.
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6UAMO ELEV. - 11.5' HSL
4. Irrigate as necessary to optimize plant growth.
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• ` _ _ _-mot.'. .":.:��- - OUTLET- 11.0' IaL
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SEAL
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This drawing is the property of HOUSTON and ASSOCIATES, P.A.and
SECTION BOd
-B SECTION A -A
9 is�ISv "7 F9816Q OZ FINAL DU�QWR�I�
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1s not be reproduced in whole or in part without written permission from
EXISTING STORMWATER POND OUTLET STRUCTURE MODIFCATION DETAIL
pJNOT RELEASED FOR CONSTRUCTION ID
HOUSTON and ASSOCIATES, P.A. ©Copyright 1997
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ALL RIGHTS RESERVED
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98-ON52