SW8970102_Historical File_19970218

STROUD ENGINEERING, P.A. dC 44I G2 ©13 4RAK@[AIWLad
Hestron Plaza One Suite 102
MOREHEAD CITY, NC 28557
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WE ARE SENDING YOU 1(Attached 0 Under separate cover via the following items:
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❑ Shop drawings 0 Prints 0 Plans 0 Samples ❑ Specifications
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REMARKS Dear /U[S. tea)
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If enclosures are not as noted,kindly not us at once.

Technical Specifications
Woodlands IV:Subdivision
Newport Township, Carteret Co., North Carolina
December 17, 1996
Client:
Mercer Building Company ��
1301 Lennoxville Road Z
Beaufort, North Carolina 28516 JAN 0 2 D
[phone] 199?
Engineer:
Stroud Engineering, P.A.
Hestron Plaza One, Suite 102
Morehead City,.North Carolina 28557
[phone]
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��Pd1 D,`C 1z )r J9LI 13343 ) i
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Rona d D. Cullipher, P.E. Date ;9p4 . rN G-- '
Q'•%,174*
File:Woodland.0 t

DIVISION 2G-1
Sewer System
A. General
1. Description of Work
Work to be performed under this section consists of furnishing all,
tools, labor, materials, equipment, supplies and other things necessary to
complete the construction of sanitary sewer lines, services and appurtenances.
2. Underground Utilities and Structures
Utilities and other existing underground structures shown on the
drawings are shown for the purpose of indicating the existence of such utility
or structure and no guarantee is given as to the exact location'or the
completeness of the information shown. It shall be the responsibility of the
Contractor to locate all such utilities and structures and to maintain service or
promptly restore service, at his own expense in the event interruption is caused
by his operation.
All utilities and structures that are uncovered by the excavation process
and left in the trench shall be carefully supported and protected from injury by
the Contractor's operation.
At least 48 hours prior to beginning construction the Contractor shall
notify Utilities Locating Company, Inc. (ULOCO) - 1-800-632-4949 in order
that existing Utilities in the area may be flagged and staked.
3. Notification
Notify the Town of Newport (Tel:[phone]) and the Engineer (Tel:
247-7479) at least 48 hours prior to beginning work.
4. Preconstruction Conference
No work shall begin until a preconstruction conference has been held.
The Engineer will notify the.Contractor of the time and place for the
preconstruction conference.
FiiA:Woodhind.ILiA

B. Materials
1. PVC Sewer Pipe
Sewer pipe shall be PVC plastic pipe and shall conform to ASTM
D-3033 or D-3034, latest edition with wall thickness to conform to SDR 35.
Joints shall be in-line fittings with double strap boots. Use wye fittings for
house services.
2. Ductile Iron Pipe (DIP) - All Sizes
Ductile iron pipe shall be Class 50 unless otherwise specified,
conforming to the most recent revisionof AWWA Standard C-141 (ANSI A
21.51) and shall be cement lined in accordance with the most recent revision of
AWWA Standard C-104 (ANSI A 21.4). Pipe may be mechanical or push-on
joint in accordance with AWWA Standard C-11 (ANSI A 21.11) unless
otherwise specified. Standard length shall be 18 feet. Pipe shall be cement
mortar lined and exterior coated with 1.0 mil bituminous material in accordance
with AWWA C-151.
3. PVC Service Piper and Fittings
PVC service pipe and fittings shall be standard Schedule 40.
4. Brick
Brick used in the work shall conform to ASTM C-32 and shall be laid
with full shove joints. All joints shall be thoroughly filled with mortar and the
thickness of joints on the inside of the walls must be more than three-eights
(3/8) of an inch. .
5. Concrete Blocks
Concrete blocks for manholes, when specified, shall conform to ASTM
C-139.
6. Manhole Frames and Covers
Manhole frames and covers shall be Dewey Brothers, Inc.
MH-RCR-2001-IECWG or approved equal. Solid covers with concealed pick
holes shall be provided unless otherwise specified. In non-traffic areas,
MH-RCR-2001 may be used.
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Frame and cover shall be made from class 30 gray cast iron conforming
to the requirements of ASTM-A48 (latest revision thereof). The words
"Sanitary Sewer" shall be cast into the cover. In addition both the
manufacturer's name and casting number must be cast into the frames.
7. Reinforced Concrete
Concrete used in the structures shall be Class-A, 3,000 pound test, in
accordance with Section 900, North Carolina State Highway Standard
Specifications. Reinforcing steel shall conform to ASTM A-615 Grade 60.
8. Manholes
Manholes shall be precast and have monolithic bottom sections.
Manholes shall conform to latest ASTM C-478 specifications. Top slabs when
used, shall be satisfactory for H-20 highway loading. Joints shall be watertight
and conform to either the latest ASTM C-443 specifications for "0" ring joints
or the latest ASTM C-478 specifications for section joints designed for cold
applied sealing compound. Sealing compound shall be CPS-210 as
manufactured by Concrete Products Supply Company or CS-102 as
manufactured by Concrete Sealants.
Points of exit and entry for all pipe shall be provided with flexible
manhole sleeves and all stainless steel take up clamps in accordance with
ASTM C-923. Points of exit and entry for services shall be provided by 4" or
6" holes preformed into manhole and specifically designed for service
connections.
Manholes with preformed invert channels and benches may be utilized.
When using these preformed bases, compression type polyurethane pipe joints
in accordance'with ASTM 0-425 may be preformed in the manhole for pipe
entrances and exits located in the manhole bottom invert instead of providing
flexible sleeves. Contractor shall provide double stainless steel straps for
connection of boot to pipe. Manholes indepth shall be set on crushed
aggregate of at least 1 foot depth. All pinholes shall be filled with non-shrink
grout.
9. Manholes Steps
Manhole steps shall be three-eights (3/8) inch or larger steel reinforcing
bar encased in rubber or plastic coating resistant to deterioration and chemical
action.
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10. Transition Couplings
Pipe material changes between manholes may be permitted provided
there is not a substantial difference in inside diameters, and a smooth uniform
flow line is maintained, and a watertight rubber sleeve, mechanical conforming
the ASTM C-425 is used to make the transition. All metal hardware shall be
stainless steel.
C. Performance
1. General
Installation of sewer mains shall be in conformance with specific
recommendations of the pipe manufacturer.
2. Trench Excavation
Trench excavation shall conform to the line and depth shown on the
plans or as directed by the Engineer. The trench section shall comply with
specification detail drawing Number G-1.
3. Dewater!ng
The Contractor shall remove by pumping, bailing or otherwise any
water which may accumulate or :be found in the trenches and other excavations
and shall form all dams, flumes or other works necessary to keep them entirely
clear of water while sewers, foundations and structures are being constructed.
Water from the trenches and excavations shall be disposed of in such a manner
as will not cause injury to the work completed or in progress, to the public
health, to public or private property, nor cause any interference with the use of
the same by the public.
When it is necessary to excavate a drainage trench from an excavation
site to a natural watercourse in lieu of pumping or bailing, such trenching work
shall be done by the Contractor at his own expense.
The Contractor shall provide silt fences or other erosion control devices
which may be required by the Engineer.
Well points shall be furnished by the Contractor if required for
dewatering. The cost of well.points shall be included in the unit price bid for
sewer pipe
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4. Laying•Sewer Pipe
a. Methods of bedding under various trench conditions shall be as shown
in Specifications under detail drawings Number G-1.
b. The pipe shall be stored and installed in accordance with the
manufacturer's recommendations and the requirements of these
specifications.
c. Sewer mains and manholes shall be laid to the line and grade shown on
the plans. No deviations from line and grade shall be made unless they
have been approved by the Engineer.
d. Laser equipment shall be.used by the Contractor for maintaining proper
grade for laying pipe in lieu of batter boards.
• e. The sewer pipe installation shall start at the outlet end and proceed
upstream to the termination of the project as shown on the plans.
f. While working on any part of an existing sewer main or manhole, the
Contractor shall maintain the existing sewage flow.
g. After the trench foundation has been properly graded the pipe shall be
carefully lowered into the trench with approved methods. Under no
circumstances shall the pipe or accessories be dropped or dumped into
the trench. All damaged pipe shall be properly repaired or replaced at
the Contractor's expense.
h. The pipe interior shall be:kept clean before and after laying. Pipe ends
shall be plugged at the end of each work day or when work is
temporarily stopped. •The plugs shall be watertight so that water and
debris will be kept out.
i. Where conditions are, in the opinion of the Engineer or Inspector,
unsuitable for laying pipe because of weather or trench conditions, the
Contractor shall be required to cease work until permission is given for
work to commence again.
5. Sewer Service Laterals
a. All 4" pipe shall be laid with a minimum allowable grade of 1%.
b. Trench support, bedding and backfill for laterals shall conform to the
same specifications.as those for sewer mains, except that stone bedding.
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will be required under laterals only when specifically directed by the
Engineer. The Contractor:shall properly backfill under all wye and
lateral connections at the main.
6. Manholes
a. Manhole construction shall conform to Standard Detail Drawings G-4.
b. All joints shall be filled using non-shrink grout applied in accordance
with.manufacturers instructions.
c. Cold weather construction shall be confined to those days when the
temperature is a minimum of 34 degrees F. Approval to work in no
way relieves the Contractor of liability for damage due to freezing.
d. The Contractor shall adjust manhole tops to fmal grade at the time
designated by the Engineer. No additional compensation will be made
for manhole adjustments.
7. Shoring
The Contractor shall finish, put in place and maintain such sheeting,
bracing, etc., as may be required to support the excavation and to prevent any
movement which can in any way injure the masonry, or otherwise injure or
delay the work or endanger adjacent buildings or other structures or create
undue hazards to workmen employed therein. If the Engineer is of the opinion
that at any point sufficient or proper supports have not been provided, he may
order additional supports put in at the expense of the Contractor, and the
compliance with such orders shall not release the Contractor from his
responsibility for the sufficiency of such support. Care shall be taken to
prevent voids outside of the sheeting, but if voids are formed, they shall be
immediately filled and rammed to the satisfaction of the Engineer. All
sheeting and bracing that is removed from the backfill shall be removed in
such a manner as not to endanger the constructed sewer of other structures,
utilities or property, whether public or private. All voids left or caused by the
withdrawal of sheeting shall be immediately refilled with earth as directed by
the Engineer.
8. Horizontal Separation
Sewers shall be laid at least 10 feet, horizontally, from any existing or
proposed water mains. Should°local conditions prevent a lateral separation of
10 feet, a sewer may be laid closer than 10 feet to a water main if the elevation
of the top (crown) of the sewer is at least 18" below the bottom (invert) of the
water main and if
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•
a. It is laid in a separate trench, or if
b. It is laid in the same french with the water mains located at one side on
a bench of undisturbed earth.
9. Verticial Separation
Whenever the sewer must cross under the water mains, the sewer shall
be laid at such an elevation that the top of the sewer is at least 18" below the
bottom of the water main. When the elevation of the sewer cannot be varied to
meet the above requirements, the water main shall be relocated to provide this
separation.
When it is impossible to obtain proper horizontal and vertical separation
as stipulated above, both water main and sewer shall be constructed of
mechanical joint ductile iron pipe for a distance of 10 feet each side of the
point of intersection. One full length of water main shall be centered on the
sewer.
10. Backfilling
Backfilling of trenches after pipe installation shall comply with
Specification Detail G-1 except as follows: In areas which are not to be paved
or receive any special surface treatment, the backfill from the bottom of the
trench to a point one foot above the top of the pipe shall be placed as shown
on the details, but material and compaction requirements for the remainder of
the backfill may be varied with the approval of the Engineer. The method of
obtaining the required compaction shall be at the Contractors option. Flooding
with water is an acceptable method for coarse sand. Minimum compaction for
utilities under pavement shall be.98%. Street shall be proof-rolled with a
loaded dump truck prior to paving. Proof-rolling shall be observed by a Town
of Newport representative.
If at any time, however, the Engineer is of the opinion that the
compaction requirements are not being met, he may order a compaction test to
be conducted by a qualified soils testing lab. Laboratory method for
determination of maximum density shall be in accordance with ASTM D-1557,
modified proctor. Field determination of density shall be in accordance with
ASTM D-1556, sand cone method: Other methods of field determination of
density may be used only with the.approval of the Engineer. Compaction
testing shall be.provided if requested by Town of Newport.
Initial tests for density will be at the expense of the owner. If the tests
show inadequate compaction, then the Contractor shall reconstruct the backfill
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and-furnish additional compaction. tests at his own expense. The backfill will
not be accepted until the compaction tests have passed.
The use of stone as a bedding material is required under manholes,
structure foundations and pipe bedding.
11. Surface Restoration
The surfacing of all roads, yards or ditches, etc., that is disturbed or
damaged by any of the Contractor's operations shall be restored to ifs original
state. Surfacing shall be taken to mean clay, gravel, grass, hardtop or any
other specially treated surfaces.
12. Rate of Progress
•
Without permission from the Engineer no more that 300 feet of trench
may be opened in advance the completed work in any section, and in all cases,
the work of excavating, pipe laying and backfilling must move forward at
approximately equal rates of progress.
13. Inspection
Sewer lines shall be visually inspected from every manhole by use of
mirrors, television cameras, or other devices for visual inspections and the lines
shall all exhibit a fully circular pattern when viewed from one manhole to the
next. Lines which do not exhibit a true line and grade or have structural
defects shall be corrected to meet these specifications.
14. Infiltration/Exfiltration Testing
All construction of sewer facilities shall be of such quality that there
shall be no perceptible infiltration%exfiltration of water at any single location.
The total infiltration/exfiltration: shall in no case exceed 100 gallons per inch of
diameter, per mile of pipe per day. Infiltration/exfiltration testing shall be
observed by a Town of Newport.representative.
15. Clean Up
Upon completion of each section of line, it shall be the responsibility of
the Contractor to "clean up" the. construction site. Clean up shall consists of
removing all rubbish, debris, unused materials, etc. from the construction site,
leveling the area and, as far as practical, restoring the area to its."original"
condition.. The entire project site clean up work shall be accomplished to the
satisfaction of the Engineer.
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D. Record Drawings
The Contractor will keep one record copy of all Specifications, Drawings,
Addenda, Modifications and Shop Drawings at the site in good order and annotated to
show all changes made during the construction process. These shall be available to
the Engineer and shall be delivered to him upon completion of the project.
Annotations on the Drawings shall include the exact locations of each residential
service stub in relation to the next lowest manhole and centerline of street. Length of
service'shall also be shown.
E. Guarantee
The Contractor shall guarantee all materials and workmanship for a period of
one year from the date of acceptance by the Town of Newport.
F. Basis of Payment
Gravity sewer lines will be paid for at the Contract Lump Sum Price.
•
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DIVISION 2F
Water Distribution System
A. General
1. Description of Work
Work to be performed under this section consists of furnishing all,
tools, labor, materials, equipment, supplies and other things necessary to
construct the water distribution system including all mains and appurtenances.
2. Underground Utilities and Structures
Utilities and other existing underground structures shown on the
drawings are shown for the purpose of indicating the•existence of such utility
or structure and no guarantee is given as to the exact location or the
completeness of the information shown. It shall be the responsibility of the
Contractor to locate all such utilities and structures and to maintain service or
promptly restore service, at his own expense, in the event interruption is caused
*by his operation.
All utilities and structures that are uncovered by the excavation process
and left in the trench shall be carefully supported and protected from injury by
the Contractor's operation.
4
At least 48 hours prior to beginning construction the Contractor shall
notify Utilities Locating Company, Inc. (ULOCO) - Tel: [phone] in
order that existing utilities in the area may be flagged and staked.
3. Notification
Notify the Town of Newport (Tel:[phone]) and the Engineer (Tel:
247-7479) at least 48 hours prior to beginning work.
B. Materials
Ductile Iron Pipe (DIP) All Sizes
Ductile iron pipe shall be Class 50 unless otherwise specified,
conforming to the most recent revision of AWWA Standard C-151 (ANSI A
21.51) and shall be cement lined in accordance with the most recent revision of
AWWA Standard C-104 (ANSI A 21.4). Pipe may be mechanical or push-on
joint in accordance with AWWA Standard C-111 (ANSI A 21.11) unless
otherwise specified. Standard length shall be 18 feet.
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2. PVC Pipe - All Sizes
Polyvinyl chloride pipe shall:be class 200 conforming to ASTM D-1784
and D-2241. Joints shall be integral bell with rubber gaskets conforming to
ASTM D-3139 and F-477. T he.pipe shall be SDR21 and shall bear the
National Sanitation Foundation seal for potable water.
3. Gate Valves - 2" and Larger
Valves shall be iron body,'fully bronze mounted double,disc, parallel
seat with mechanical joints. Valves shall be of the nonrising stem type with 2".
'square operating nuts. Valves Shall open counterclockwise and be equipped
with "0" ring seals in accordance with the most recent revision of AWWA
Standard C-500. Valves shall be manufactured by.Mueller, American Darling
or Clow Corp.
4. Valve Boxes
Valve boxes shall consist:of cast iron telescoping, top and bottom
sections with cover marked "WATER'. The sections shall be adjustable for
different burying depths. Valve boxes shall be Dewey Brothers VBX-TE-100
or approved equal. Extensions, if necessary, shall be provided through the
addition of one bottom section and an appropriate of 6" C.I. soil pipe.
5. Fittings
-• • Tees, elbows and other fittings in 4" size or greater shall be of ductile
mechanical joint or push on joint, cement lined, meeting the most recent
revisions of AWWA Standard C-110 (ANSI A 21.10) and shall be designed for
a minimum working pressure of_150 psi. Fittings for 2" PVC shall conform to
the ASTM Standards for 2" PVC pipe and be rubber gasket-bell type joint.
6. Hydrants - 5.1/4"
Hydrants shall be cast iron body with "0" ring seals and bronze to
bronze threads on the seat ring and drain ring housing. The hydrant shall be
designed for 150 psi working pressure as manufactured by Mueller or
American Darling in accordance with the latest AWWA Standard (C-502).
Hydrants shall be provided:With two 2 1/2 inch outlets and a 4 1/2 inch
pumper nozzle having National Standard thread. Hydrants shall have the traffic
breakable feature. Hydrants shall be so designed that when it is in place, no
excavation or tension wrenches are required to remove the main valve and
movable parts of the drain valve. Hydrants shall have a main valve of 5 1/4
inch diameter and an inlet size_of 6 inch diameter with mechanical joint fitting.
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The operating nut shall be National Standard and shall open counterclockwise.
Color shall be fire hydrant red above the ground line. Fire hydrants shall be
Mueller A-421, Clow Medallion, or American Darling Mark 73.
7. Tapping Valves
Tapping valves shall meet all of the requirements of 4 above except that
only one side of the valve shall have a mechanical joint fitting; the other shall
be flanged.
8. Service Tap (3/4" and 1") for PVC and DIP
Corporation stops shall be Ford F-1000, Mueller 15008 or approved
equal. Service clamps, if used, shall be of bronze construction as manufactured
by Mueller or approved equal. All corporation stops shall be machine installed
in accordance with the manufacturer's recommended procedures. (All fittings
shall be copper tube size.)
9. Service Clamp
Double strap service clamps or saddlestraps shall be used on all 2" PVC
pipe. Service clamps shall be of bronze construction and equal to that
manufactured by Mueller Company, Ford Meter Box Co. or approved equal.
All corporation stops or saddlestops shall be installed in accordance with the
manufacturer's recommended procedures.
t
10. Service Pipe
The service pipe from water mains shall be plastic municipal service
line pipe, CTS-200 psi polyethylene, in conformance with ASTM Specification
D-1248, copper tube size. The pipe shall be supplied in 300 feet coils and no
joint or coupling shall be installed between the main service tap and the meter
stop. Plastic stiffeners shall be supplied for connecting service pipe to
corporation stops and meter valves.
11. Meter Setters
Meter setters shall be as manufactured by Mueller or Ford.
12. Meter Boxes
Meter boxes shall be cast iron with cast iron lids and installed on four
bricks by contractor.
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13. Meters
Meters shall be Sensus SR2.Meters and tailpieces shall be provided by
the Town of Newport.
C. Workmanship
1. Excavation
Excavation of trenches for water lines shall comply with Drawings F-1
& F 2 attached.
Any excavation below the specified level shall be backfilled with sand,
gravel or other approved material at the Contractor's expense and such material
shall be tamped to the satisfaction of the Engineer. The sides of trenches in
cohesive soils shall be vertical and their widths shall be no less that 6 inches
nor more that 8 inches on each side of the pipe bell or trenches may be
excavated to widths recommended by the pipe manufacturers. The bottom of
the trench at the bells shall be excavated by hand to accurately fit the bells.
The Contractor shall remove all water accumulated in the trench in a manner
approved by the Engineer.
2. Pipe Installation
All pipe shall be installed in accordance with pipe manufacturers
recommendation.
Pipe fittings and valves shall be handled in a manner which will prevent
damage and while they are suspended over the trench they shall be inspected
for defects and rung with a light hammer to detect cracks.
Before the pipe is laid it shall be examined for defects and all dirt and
loose material of any sort shall be removed. After the pipe is in place the
Contractor shall keep trench free`of standing water and other foreign materials.
Concrete blocking: shall be installed to prevent movement of valves and
fittings. Method of blocking shall be subject to the approval of the Engineer.
3. Valve Boxes
Valves shall be set plumb.with the box directly over the valve and
placed in such a manner so as not to place any undue stresses of pressure on
any part of the pipe or valves and in such a manner that the valves may be
easily opened and closed from.the°ground surface. The Contractor shall adjust.
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valve boxes to final grade at the time designated by the Engineer. No
additional compensation will be made for valve box adjustment.
4. Horizontal Separation
Water mains shall be laid at least 10 feet, horizontally, from any
existing or,proposed sewers. Should local conditions prevent a lateral
separation of 10 feet, water mains may be laid closer than 10 feet to a sewer if,
the elevation of the top (crown) of the sewer is at least 18" below the bottom
(invert) of the water main and if:
a. It is laid in a separate trench, or if;
b. It is laid in the same trench with the sewers located at one side on a
bench of undisturbed earth.
5. Vertical Separation
Whenever water mains must cross above sewers, the water mains shall
be laid at such an elevation that'the bottom of the water main is at least 18"
above the top of the sewer.
When it is impossible to obtain proper horizontal and vertical separation
as stipulated above, both the water main and sewer shall be constructed of
mechanical joint ductile iron pipe for a distance of 10 feet each side of the
point of intersection. One full length of water main shall be centered on the
sewer.
4
6. Backfill
Backfill shall comply with Detail Drawings F-1 & F-2 attached.
Backfill shall be placed around pipe and up to 12 inches above the top of the
pipe and compacted using hand operated equipment. Backfill in this area shall
be made only with select material free of large clods, stones, roots, excessive
moisture or other objectionable material. The backfill material in all cases
shall be subject to the Engineers approval. Compaction methods will be at the
option of the Contractor except that heavy equipment will not be permitted to
operate over the water line until a minimum cover of at least 3 feet has been
obtained. Compaction by flooding with water will be permitted in
non-cohesive soils. Minimum compaction for utilities under pavement shall be
98%. Street shall be proof-rolled with a loaded dump truck prior to paving.
Compaction testing shall be provided if requested by Town of Newport. Proof
rolling shall be observed by a Town of Newport representative. If at any time,
however, the Engineer is of the opinion that the compaction requirements are
not being met, he may order a compaction test to be conducted by a qualified
soils testing lab. Laboratory method for determination of maximum density
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shall be in accordance with ASTM D-1556. sand cone method. Other methods
of field determination of density may be used only with the approval of the
Engineer.
Initial tests for density will be at the expense of the owner. If the tests
show inadequate compaction, then the Contractor shall reconstruct the backfill
and furnish additional compaction tests at his own expense. The backfill will
not be accepted until the compaction tests have passed.
7. Hydrostatic Tests
The Contractor shall provide all necessary equipment and shall perform
all work required in connection with the tests.
The water main shall be filled and subjected to a hydrostatic pressure
50% in excess of the normal working pressure, but not less that 150 psi. The
pipe shall be slowly filled with water, care being taken to expel all air from the
pipes. If necessary, the pipes shall be tapped at high points to vent the air.
The cost of taps to vent the air shall be included in the unit prices bid for PVC.
The required pressure as measured at the point of lowest elevation shall
be applied for not less than two (2) hours and all pipe fittings, valves and
points shall be carefully examined for defects. The pipe installation will not be
accepted unless and until the leakage (elevation on a pressure basis of 150 psi)
is less than the maximum allowable leakage set forth in Section 13 of AWWA
Standard C-600, latest edition. Duration of leakage test shall be a minimum of
two hours. Hydrostatic test shall:be observied by a Town of Newport
representative.
8. Flushing
The water main shall be flushed in accordance with AWWA Standard.
C-601, latest edition. Flushing of each section of the line shall continue until
sufficient time has elapsed for movement of water from one end of the section
to the other end of the section.
The cost of flushing the mains, including all temporary connections,
shall be included in the Unit Price bid for pipe. Flushing shall be observed by
a Town of Newport representative.
9. Sterilization
All water supply mains shall be sterilized by the Contractor. No extra
payment will be provided as this work is considered to be an element of other
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work units. The sterilization process shall be in conformance with the
standards of the NC State-Board.of Health and AWWA Standard C-601, latest
edition. Bacteriological tests shall be performed by a state approved lab with
copy provided to the Town of Newport.
The system shall be disinfected with a 50 ppm dosage of chlorine.
Treated water shall be retained in the lines for not less than twenty four (24)
hours and shall produce not less that 10 ppm chloride concentration in the
extreme ends of the distribution system at the conclusion of the retention
period. Calcium hypochlorite may be used. During the chlorination process all
valves and accessories shall be operated. After flushing and refilling the main,
the Tnspector will secure a sample of water from both the end of the main and
a randomly chosen service.line and submit to an environmental laboratory
approved by the State of North Carolina which will perform a bacteria analysis.
The lines will not be accepted until analysis shows no bacteria. Bacteriological
testing shall be observed by a Town of Newport representative.
10. Surface Restoration
The surfacing of all roads, yards or ditches, etc. that is disturbed or
damaged by any of the Contractor's operations shall be restored to its original
state. Surfacing shall be taken to mean clay, gravel, grass hardtop or any other
specially treated surface.
11. "As-Built" Drawing
A drawing showing the station numbers of all valves, fittings and
services shall be furnished by the Contractor before final payment is approved.
Measurements'shall be made beginning at a valve at street intersections and
continue to increase to the end of the water line or to the next valve. One set
of"As-Built" mylare reproducible drawings and one set of blueprints shall be
provided to McDavid Associates(including location of all services). Two sets
of blueprints of "As-Built" plans shall be provided to the Town of Newport.
D. Guarantee
The Contractor shall guarantee all materials and workmanship for a period of
one year from the date of acceptance by the Town of Newport.
E. Basis of Payment
Payment shall be at the Conine Lump Sum Price based on the Engineer's
approval of installed quantities.
File:Woodland.txt

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Hestron Plaza One ..SHEETNo:'; ,•;I . . :oF ....
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Exhibit 7 fi:
, . . ..._ .. . . ..,... .;:,:. I
Minimum slopes for pipe selection.
Minimum slope required to maintain stated minimum velocity ab full flow.
,,
Material Concrete Concrete,, Corr Mtl Con Mtl
Application , Storm Sanitary Storm Sanitary •1.4.;:..
Manning n . 0013 0,013 0.024 0.024
Min V (ft/sec) bk-?‘* 3 ' 2 3 '2
1 I
Pipe Diameter(in) , Minimum Slope
.,
f: w
15 • 0.00325 0.00144 . 0.01107 0.00492 ' •• .11
18 0.00255 0.00113 ., 0.00868 0.00386 1.4
21 * 0.00207 0.00092 0.00707 0.00314
24 0.00174 0.00077 0.00592 0.00263
27 * 0.00148 0.00066 0.00506 0.00225 * :
30 '-• • 0.00129 0.00057 0.00439, 0.00195
33 *. 0.00114 '0.00050 0.00387 0.00172
36 0.00101 0.00045 0.00345 0.00153 2' '..-
42 0.00082 0.00037 0.00284 0.00125
48 0.00069 .0.00031 . 0.00235 0.00104 ,....,
54 0.00059 0.00026 ' 0.00201 0.00089
60 0.00051 000023 0.00174' 0.00077 ,....
66 0.00045 0.00020 0.00154 0.00068
72 . 0.00040 0.09018 ' 0.00137 0.00061 ; I
* Non-standard in some markets.
. ,
l .. 14 111
Exhibit 8
. -
Abbreviated Table of Values of Manning Roughness Coefficients. ' I
,..
.. . .
' Description of Lining ' n I
. .
Reinforced concrete.pipe 0.013 ....
Corrugated metalPipe . ' 0.024. .
III
Concrete,trowelled finish • 0.013 -.
Concrete,float finish -. 0.015
Street gutter or paved channel 0.015
Earth, straight and uniform 0.022
Grass-lined swales,, , '0.030 .,...
Unmaintained brushy channel 0.080
Stone-lined channel (4-inch) , 0.028
...•
Stone-lined channel (6-in)- 0.030 ..
-Stone-lined channel (9-in) „ 0.032 ....
Stone-lined channel(12-in) • 0.034 , 11
Stone-lined channel(15-in) , ••0.035
Stone-lined channel (18-in) 0.036
, .
re P
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4 • Exhibit_3„ ,
- Best Hydraulic Section Coefficients.
• M . n:Cm k' . Comment
a4 •
0/1 ••0.790 .2.000. ,•Vertical sides • •
0.5/1 . 0.833 . 1.236
PI • . 0.577/1 `:0.833. 1.155., A;;.;;,• ;60-degree,sides
�:,}4# • 1 /1 0.817 0.828 , •• -a,. • 45-degree;sides
.1.5/1 `0.775 0.606.
2/1 ' 0.729 0.472
2.5/1 0688 0.385 .
i --3/1 0.653 0.325 : • - Steepest to mow
3.5/1 10.622 0.2.80 •
4/1 ! 0.595 0.246; - •:•5/1 �,: •0.552 1.0.198,,•,6/1 .:0.518• - 0 166;' -. . • ., 7/1 0.490 •, ' : ' 0•142`'` 8i/1 0.467 0.125 = 6�. :.• 9/1 •`0.447 0.111
10/1., ',,0.430 0.100 '; •
11 /1 ' 0.415 0.091
_.• 12/1., • ..0.402 .... -.
0.083 •, .
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ASTROUD ENGINEERING, P.A,
HESTRON PLAZA ONE
SUITE 102 MOREHEAD I STORMWATER
CITY, NORTH CAROUNA 28557
[phone]. .,
j E C E I V E ,
FEB 2 81996
Facsimile Transmittal a p�
PROJSWQs 1 1®
Cover Sheet
Date: /e8/94
From: Joey leavi,_Lp
To: rT 0 s
Attention:
Subject: u. /44.4 11
' This is transmitted as checked below:
As Discussed G As Requested
G For Your Review 0 For Your Information
© For Bids Due 19
Comments: .5- pc2_ e T/us r' Cdnipaoof �
Total number of pages (including cover sheet):
Our facsimile number: (919) 247-4098
107 COMMERCE ST. HESTRON PLAZA ONE
SUITE B SUITE 102
GREENVILLE, NC 27858 MOREHEAD CITY, NC 28557
[phone] [phone]

: NORTH CAROLINA, CA3t1EAti UN .
The foregoing certificate(s) of e " _i r: ..,
J t� t .,
Is(aro) certified to he correct.This trument s pre- r ,. _.
smiled for registratie dd recor in this o ica l ,� k
3ook Page 46 ; , r
this �e day of + + * I O'cIocii Carteret County sc 01/26/96
S aron Piner r
arm star of N if 120.00
'''
B •+91 ' "' .d o YIN Real Estate
E>;cIso Tax
t t, ;epe
Enei4d TAX $120.00 Recording Time, Book and Paps
ax Lot No. Parcel Identifier No. 634806380249
Vcritlled by County on the day of , 19.............
hY.............._........................... __...................................................................................................-........ .........._......................._...
Mall after recording to RICHARD L. STANLEY f B.O. BOX 150( BEAUFORT* NC 28516
•
"'his instrument was prepared by,RICHARD�L. STANLEY........
i;rief description for the Index sEC6,I,lodDLA1os —
NORTH CAROLINA GENERAL WARRANTY DEED
''HI8 DEED made this 26th day af.......... ..... ................. numy..... , 1096 by and between
GRANTOR GRANTEE
NENDORA GARNER (WIDOW) STORAGE BLU5, INC.
P.O. BOX 1026 1301 I,ENNOXVILLE ROAD
NEWPORT, NC 2 857 Os10
BEAUFORTr NC 23516
RM
LECE ' E
FEB 2 81996
AW
o 5it 11
PROJ R
rhtef Lm appropriate meta ter cock party; mate, address, and. if appropriate, character of entity, e.g. corporation er partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNE ETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these preaente does grant. bargain, sell and convey unto the Grantee In fee simple. all that
certain lot or parcel of land situated in the City ,+f„„,................„:.N>rWPORT.. . Township.
...... County.North Carolina and more particularly described es follows:
SEE EXHIBIT "A" ATTACHED

11_L LU JU YYLL J. U1 1121 51111JUL liitU11111i_:111U .'fl:. 11U. J1JL'2:'2UJU 1 ,
A map nhcwiae the sbovs doeurib.d property to recorded in
TO HAVE AND TO HOLD the afareaaid lot or parcel of land and ail privileges and appurtenances thereto belonging to
the fleantee tit fee dttstpta,
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of eft encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptionh hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Vasemerite and Restrictions of record.
1996 'ad valorem taxes.
•
MI?NC.a WiICRIOF, the ci eider hoe hrreume see am bend ine seal, .r 11 eprporate, has e.n..e tkle iestr,ement la Ia tldae4 lo he
sarperrate tsome by Its Only alltte.rltod officers and Its sail to ire beteunee altlxed by *Whacky or itr hoard ei blreel.re. tat day had year first
above written.
/14
(a CAL)
• (Corporate Name) a ORA R (, 'Dow)
IfYI to dAL)
Proeldeot
iaeratary(Carparete Boll)
.-. ..._.....,„MEAL.)
srAL.ITArdr NOtYTfl CAIIOt.INA, CAATEMT. Cauaty.
a 1, a floury FlAine sr the County and State afeftsald, certify that MENDORA ,1M I OW)
Creator,
( ALL N
Natsry Sint altienatty apposed betase me this day andacknowledged the execution of the foregoing tiastritanott.ffWitbesa say
_bora a,yiian!Wafts Mail gtanlp or sari,this . �?. der of ----
My ii.t.ip
veils� Mcommission tepees; +� tie,.. .,.... 1 F ^ tar: Puhltt
asAL.arAfdr , NORTH CAROLINA, County,
i, * Melites Public of the Crusty and Hate afersaald, certify that
u personally cline het.ee roe this day and acbnewl.dood that _... he I. _ secretary et
■ Nartb Carolina rorperation, and that by authority duty
ilven and as the art et tag aerperatlr., the foregoing Instrument woo signed Iry he name Or Its
ii Presid.a, sealed with Its 'separate seal and ata..ted by ... ,,., .. as Its aeerelary.
Wltaeaa my band and .fNaW stamp er aeag, this day of
MMY eonl.tlesioa morel: Naar, Pa)W
the faregaseg Cettlfirat.(u) of
is/atd eartlfted to ire eotrett, Shia tsstturarr►t and this certificate are duly registered at the data and time said ih the Nook and Pagp, shown on the
first page ken.f.
- ISROI.TRN OP DZIIDI Fort covorrt!
by Dep.ty/Aaalstaot.Aegtater of needs
BOOK 7 '?O PAGEC .. _ -
N.C. Bar A*4Ociat&oa Tors No. L-3, ° 1371, Revised C 391/
uSA. dsaadrrd Pass ha. Iran aeeto'r 4 ielntlr ay,

EXHIBIT A
GARNER/MERCER/NEWPQRT
Lying and being in Newport Township, Carteret County, North
Carolina, and beginning Ot an iron pipe on the eaet line of old
U.S. Highway 70 (now S.R. 1247) , at the Southwest 'corner of Robert
K. Montague (Deed Book 517, Page 146) ; and running thence from said
beginning point North 82 -34-16 East 201 .18 feet to a point; thence
North 82-34-16 East 275.79 feet ' to an existing iron pipe; thence
along the South line of Kathryn E. Montague (Deed Book 517, Page
147, Map Book 28, 'Page 48) , North 82-34-15 East 1004 .39 feet to an
existing iron pipe on the West line of Nellie Garner (Deed Book
563 , Page 442) ; thence with the Nellie Garner West line South 10-
36-56 East 435.15 feet to an existing iron pipe; thence along the
North line of Woodlands subdivision the following courses and
distances;
South 73-15-32 West 132 .76 feet; South 82-29-10 West 218.56
feet to New Bern Street; thence South 82-29-10 West 70.38 feet
to the West line of New Bern Street; thence South 82-29-10
West 91.25 feet to an existing iron pipe; thence South 58-51-
70 West 2.28 .84 feet; thence North 82-29-50 West 126 . 18 feet to
an existing iron pipe; thence South 84-39-10 West 204.35 feet
to an existing iron pipe at the common line between Woodlands
Subdivision and theeproperty of Nellie G. Edwards;
'hence continuing with the North line of Nellie G. Edwards North
63-04-39 West 31 .39 feet; thence. North 85-45-07 West 305. 81 feet;
thence North 08-51-29 West 126 .97 feet; thence North 10-17-53 West
102 .03 feet; thence North 12-18-09 West 85 .65 feet; thence North
13-38-45 West 14 .72 feet; thence South 82-34-16 West 201 .18 feet to
old U.S. Highway 70; thence with old U.S, Highway 70 North 13-38-45
West 60.35 feet to the point of beginning; and being shown on a
plat prepared by Stroud Engineering, P.A. labeled "Clinton S.
Garner Property„ dated September 25, 1995 .
BOOK ' iO PAGE 3