SW8080831_HISTORICAL FILE_20080925

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 pgoK3A
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200s 0151 Z5
YYYYMMDD

Project name Iv OATNS W uJ e 0L1UfC' 1E:>Q Review Date (4 6LIB C
CMG
Checklist for Completeness Review of Stormwater Applications C.trl l,t TN
Each application for which a "Completeness Review" is needed will have this checklist printed on
yellow paper to distinguish it from other applications to be reviewed.
[`]wpRead the narrative and application to determine the type of project, i.e., residential vs.
commercial, subdivision vs. single lot, high density, low density, offsite, redevelopment, and
/determine what documentation needs to be provided.
�' Make sure that all required forms, supplements, O&M's, deed restrictions, signature
authorizations, etc., are included and contain original signatures.
e---If low density, make sure the BUA calculations include any common areas, clubhouse areas,
etc., and do a quick math check for addition errors.
I� Do a quick consistency check of the numbers used in the calculations vs. the numbers
ramfted on the application. For multiple BMP's pick one or two to check.
Ownership issues? Make sure the correct person has signed the application. If it's a
corporation or LLC, print off the NCSOS information sheet and latest annual report. Make
sure the person who signed is listed on the annual report with his/her correct title, or make
re a signature authorization letter has been provided.
Make sure 2 sets of plans have been submitted, and that they include grading, layout (with
dimensions for all proposed BUA) and details
Are the Wetlands delineated on the plans? Y N By whom?
If the project drains to SA waters, make sure a USGS topo map with the site, the receiving
waters and the''/2 mile radius clearly shown to scale, is provided.
For high density projects, make sure the correct design storm is used, based on the receiving
stream classification and the projects proximity to SA waters.
[Make sure appropriate details are provided such as roads, cul-de-sacs, curbing, sidewalk,
BMP's, level spreaders, vegetated filter strips, curb outlet swales, etc. Two of the most
common errors are that sidewalk is indicated on the plans, but not included in the BUA calcs
or shown with the road detail, and the road width used in the BUA calculations is less than
shown on the road detail.
Are there any issues within the 575 ft ORW AEC?
igh density, make sure the plans and calculations are signed, sealed and dated.
If "the project involves the subdivision of property or has outparcels, make sure a copy of the
Proposed Declaration of Covenants and Restrictions in legal format with all required
statements is provided, or that the appropriate standard deed restriction template, signed and
notarized, is provided.
O--Make sure that a Soils Report for all projects is provided, to determine if the required
separation to the SHWT is provided.
[9�—For multiple HD systems & curb outlet swales, make sure a drainage area map is provided.
—tf the application is substantially incomplete, give the entire file with the check to admin (Jo
Casmer) to be returned to the applicant. Jo will keep copies of the return letters, application &
check.
[J ' if the application lacks only a few minor items such that it can be made complete within 24
hours, you can email the consultant and request the information. Hold onto the package for
24 hours. If the information isn't received within 24 hours, give the application to Jo to return.
For Offsite projects:
The Designer's Certification for the offsite system has been submitted.
The deed restrictions have been recorded and a copy submitted.
The offsite system is in compliance with its permit.
Make sure the lot size hasn't changed from what was approved under the Master Plan and
that the correct lot number is referenced on the supplement form.
For Infiltration projects:
Soils report to determine SHWT, soil type and expected infiltration rate is provided.
Has Vincent conducted the site investigation? If Yes, date?
For infiltration projects, the maximum 2 acre inches of volume in any single system has not
been exceeded.
For Wet Ponds projects:
❑ Permanent pool to be located no lower than 6" below the estimated SHWT. Otherwise, the
incoming groundwater must be quantified and evaluated, the storage volume must be
verified; and the outlet needs to be evaluated for free drainage to the receiving waters under
SHWT conditions.
S:\WQS\STORMWATER\FORMS\COMPLETENESS REVIEW

4 MCIQM&CREED
243 North Front Street
Wilmington, NC 28401
910. 343 1048
Fax 910 251,8282
w rrckimcreed.com
August 28, 2008
Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RECEIVED
AUG 2 s 2008
COY
ENGINEERS
S U R V E Y O R S
R-LAN N E RS
M&C 04853-0002 (40)
P�CkLy CC)cf—o 10�� �t
RE: Cape Fear Public Utility Authority
NHC Northern Campus Regional Collection System
McKim & Geed Project No. 04853-0002—Storm Water Permit Additional
Information
Dear Ms. Lewis
Enclosed you will find additional information relevant to the above referenced permit
submittal:
• Three (3) copies of plan slw• A C-13
• Two (2) copies specification section 02900 - i.andscapmg
• One (1) original and One (1) copy of Financial Responsibility Ownership Porn
Please let me know if you iegLnre additional informal ion to complete your review and
render your decision to grant a Storin Water pei nut for this project
Thank ,you for your attention to this matter. If ,you have any questions, please do not
hesitate to give me a call.
Sincerely,
McKim & Creed, P.A.
Mike ohnson, El
1-11CIoSLires
cc: Fite

i - i
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this form and
an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, N C Department of Environment and Natural Resources (Please type or print and, if the question is not
applicable or the e-mail and/or fax information unavailable, place N/A in the blank )
Part A.
1. Project Name. New Hanover County Northern Campus Off -site Wastewater Collection System
2. Location of land -disturbing activity: County. New Hanover City or Township: Wilmington
Highway/Street: N C Hwy 132 North
Latitude: approx. 34° 20' 57.02744" Longitude: approx. 770 53' 43.39443"
3. Approximate date land -disturbing activity will commence: October 2008
4 Purpose of development (residential, commercial, industrial, institutional, etc.). Institutional- Utility Pipeline &
Pumping Station
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8.0 Acres
6. Amount of fee enclosed $ 520 The application fee of $65.00 per acre (rounded up to the next acre) is
assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7 Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Mike Johnson, El E-mail Address: mjohnsont7o mckimcreed com
Telephone: [phone] Cell #: Fax #. [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Cape Fear Public Utility Authority (910) -799-6064 (910) -799-6066
Name Telephone Fax Number
235 Government Center Dr. Same
Current Mailing Address Current Street Address
City - State Zip City State Zip
10. Deed Book No. N/A Page No. N/A , Provide a copy of the most current deed
��
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
CFPUA. Frank Steers PE Frank.Styers(a)CFPUA.org
Name E-mail Address
235 Government Center Dr, Same
Current Mailing Address Current Street Address
Wilmington NC 28403

Telephone [phone] Fax Number [phone]
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address of the
designated North Carolina Agent:
Name
Current Mailing Address
Telephone
E-mail Address
Current Street Address
State Zip City
Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible Party is a
Corporation, give name and street address of the Registered Agent,
Name of Registered Agent
Current Mailing Address
City
Telephone
State Zip
E-mail Address
Current Street Address
City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by
me under oath (This form must be signed by the Financially Responsible Person if an individual or his
attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with the
authority to execute instruments for the Financially Responsible Person). I agree to provide corrected
information should there by any change in the information provided herein.
Frank Steers, PE Chief Engineer
Type or print name Title or Authority
I � $l2-1 log
Signature Date
I, 1� od AxG` A- a Notary Public of thel County of N tj HOA of/e
State of North Carolina, hereby certify that ryYa( (- ST v/P ✓ S appeared
personally before me this day and being duly sworn acknowledged that the above form was executed by
him.
s�a d notarial seal, this ��day of hdt SQL S 200
�'�• N yt� /dY� GLLPG� � � �rvC�Gc�-
9
p'TgyP` t Z : Notary
My commission expires (f 5 f

14
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tits
G

N.C. DIVISION OF WATER QUALITY
SURFACE WATER PROTECTION SECTION
STATE STORMWATER NOTICE OF INTENT (NOI)
SWG040000 - GENERAL PERMIT TO CONSTRUCT A LINEAR UTILITY LINE
AND ASSOCIATED INCIDENTAL BUILT -UPON AREA
FOR AGENCY USE ONLY
Date
Received
Year
Month I Da
0
O 2Z
Certificate ct Covera e
O 3
Check N
Amount
1430 5 W6
Permit Assigned to
State Stormwater Management Application Notice of Intent for coverage under the General Stormwater
Management Permit No. SWG040000 to construct a utility line and incidental built -upon area
associated with a linear utility project including water, sewer, gas, telephone, and electric.
Incidental built -upon area associated with the utility project includes small, single pump stations, access
roads which minimize their built -upon area, concrete pads, manhole covers, etc.
(Please print or type)
1. Mailing address of owner/developer: (The address to which all permit correspondence will be mailed.)
Owner/Developer Name Cape Fear Public Utility Authority
Street Address 235 Government Center Drive
City
Telephone No.
Wilmington State NC
t910) 799-6064
2. Proposed Project Information:
Project Name
Contact Person
Street Address
City
County
ZIP Code 28403
Fax [phone]
Northern Campus - Off -site Wastewater Collection
Mike Johnson, El
243 North Front Street
Wilmington State NC ZIP Code 28401
New Hanover
Telephone No. (914 343-1048 Fax [phone]
3. Physical Location Information:
Please provide the street address of the project and describe how to get to the project, using street names,
state road numbers, and the distance and direction from the nearest major intersection:
Hwy 132 College Rd near Old Oakland Drive, Holly Shelter Rd between 1-40 and US-117
4. What is the name of the receiving stream? Prince George Creek
5. River Basin Cape Fear River Receiving Stream Classification
6. This Certificate of Coverage is being submitted as a result of:
® New or proposed project ❑ Modification to an existing project
Existing COC or Permit Number:
Date project is scheduled to begin construction October 2008
C, SW
7. What is the total project area above mean high water? 4,200 (all built upon area) ft2
8. What type of utility project will be constructed?
❑ Water Line ® Sewer Line ❑ Gas Line ❑ Telephone ❑ Electric ❑Other
SWU-116-040106
Page 1 of 3
AUG 2 2 2008

9. How much built -upon area is proposed? 4200 Ft' square feet (Please include all
manhole covers, pump stations, concrete pads, and gravel access roads).
10. Is the project within 575' of the Mean High Water line of class ORW waters?
❑ YES (Please show the 575' AEC line on plans) ® NO
11. Are there any wetlands on the site? ® YES (please delineate on the plans) ❑ NO
Name and affiliation of person making this determination: Kim Williams - Land Management Group
12. Please list all Best Management Practices employed at this site:
Silt Fence for Sheet Flow Protection, Stone Check Dams and Straw Net Liner at All Ditch Crossings
13. Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application,
record, report, plan, or other document filed or required to be maintained under this Article or a rule
implementing this Article; or who knowingly makes a false statement of a material fact in a rulemaking
proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under this Article or rules
of the Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed $10,000. (16 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment of not more than 5 years, or both, for a similar offense )
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirement for the project and is enforceable in the same manner as an individual
permit.
I certify that I am familiar with the information contained in the application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
st
Printed name of person signing: / ►4A k C STy G✓S
A check or money order must accompany this Notice of Intent for $505.00, made payable to: NCDENR.
Your application will be returned unprocessed unless all of the following items are submitted:
® This completed form
® Two sets of site and grading plans
® A check for $505.00
® A USGS map with the project clearly located on it.
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Note:
The submission of this document does not guarantee the issuance of a Certificate of Coverage under the
General Permit
swu-lls-oaoloa Page 2 of 3
AUG 2 2 2008
BY:_------

v�MCMM&CREED q�
August 19, 2008
Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Cape Pear Public Utility Authority
NHC Northern Campus Regional Collection Svstem
McKim & Creed Project No. 04853-0002—Storm Water Permit
Dear Ms. Lewis:
ENGINEERS
S U R V E Y O R S
LAN N E RS
04853-0002 (40)
On behalf of the Cape Fear Public Utility Authority, we are pleased to submit the above
referenced project for your review. Requisite documentation has been enclosed as
follows:
• One (1) original copy and Two (2) copies of the Storm Water Management Permit
Application form and narrative
' r1 - - -- _ , _M; •...One check in the amount of $505
..
`., _ ., -- �a . • hw� (2) copies o: plans andranphcable spec;;
Eµs
PEOp(
P
c,
F
y
i
r °
�ko
D
'o
J e
wins
243 North Front Street
Wilmington, NC 28401
Please let me know if VOL) require additional informahon to complete your review and
render your decision tc grant a Storm Water permit for this project.
Thank you for vow' attention to this matter. If VOL) have any questions, please do not
hesitate to give me a call.
Sincerely,
McKim & Creed, P.A.
Mike ohnson, EI
cc: Tonv I3oahn, PE, McKim & Creed, P.A.
Alvin McCollum, CFPUA
910.343 1048 Paul Zabkar, 1 S31'
Pile
Fax [phone]
www.mckimcreed.com

SECTION 02900 - LANDSCAPING
PART 1-GENERAL
1.1 The contractor shall be responsible for providing all labor, materials, tools, equipment,
topsoil, fertilizer, lime and seed necessary for restoration and stabilization of areas
disturbed under this contract. All areas disturbed, whether in street rights -of -way,
permanent easements or temporary construction easements shall be restored by the
contractor upon completion of backfilling. Within temporary construction easements,
the contractor may be required to restore original structures, decorative vegetation,
grass seed and shrubbery removed to as near the original condition as possible and to
the approval of the engineer.
PART 2 - SUBMITTALS
2.1 The contractor shall submit the names and composition of the fertilizers, sod and seed
mixtures and mulch type to the Engineer prior to initiation of restoration activities for
review and approval.
PART 3 - MATERIALS
The contractor shall use the following materials on the protect unless otherwise approved by the
engineer.
3.1 TOPSOIL
A. Top soil shall be a natural, fertile, friable, productive soil from naturally well drained
areas in the immediate vicinity with a PH between 5 and 9. It shall not contain any
substances that may be harmful to grass growth. Topsoil which has been stockpiled
from trenching or excavations may be used provided it meets the above requirements.
Topsoil delivered to the site in a frozen or muddy condition shall be rejected.
3.2 SEED
A. The seed shall have 97% purity and 90% germination guarantee. All seed must meet
the requirements of the North Carolina Department of Agriculture. Bags shall be
labeled to describe the composition, purity, germination, and the presence of restrictive
or prohibited agents. Damp or moldy see will be rejected.
B. The contractor shall be required to either seed or sod disturbed areas as to provide a
grass stand equivalent to that existing prior to the disturbing activities without additional
compensation.
NEW HANOVER COUNTY NORTHERN CAMPUS REGIONAL WASTEWATER SYSTEM 02900 - 1
04853-0002 AUGUST 2008

LANDSCAPING - 02900
3.3 FERTILIZERS
A. Fertilizer shall be 10-10-10 or equivalent of uniform, free -flowing granules. The fertilizer
shall be delivered to the site in the original containers labeled with contents and
producer's name. The Engineer may require additional or a different fertilizer based on
seed performance or soil test.
3.4 Lime: The dolomitic lime shall consist of ground agriculture limestone containing not
less than 85% of combined calcium and magnesium carbonates with 60% passing a
#60 mesh sieve and 95% passing a #10 mesh sieve.
3.5 MULCH
A. Mulch shall consist of small grain straw or other acceptable material, and shall have
been approved by the Engineer before being used. All mulch shall be reasonably free
from mature seedbearing stalks, roots, or bulblets of Johnson Grass, Nutgrass,
Sandbur, Wild Garlic, Wild Onion, Bermuda Grass, Crotalaria, and Witchweed, and
free from an excessive amount of restricted noxious weeds as defined by the North
Carolina Board of Agriculture at the time of use of the mulch, and also there shall be
compliance with all applicable State and Federal domestic plant quarantines. Straw
mulch that is matted or lumpy shall be loosened and separated before being used.
3.6 JUTE NETTING AND STAPLES
A. Jute mat shall be cloth of a uniform plain weave of undyed and unbleached single jute
yard, 48 inch in width plus or minus 1 inch and weighing an average of 1.2 pounds per
linear yard of cloth with a tolerance of plus or minus five percent (5%), with
approximately 78 warp ends per width of cloth and 41 weft ends per linear yard of
cloth. The yard shall be of a loosely twisted construction having an average twist of not
less than 1.6 turns per inch and shall not vary in thickness by more than one-half of its
normal diameter.
B. Staples for anchoring soil stabilization matting shall be made of 12 to 20 inch lengths of
No. 8 plain wire.
3.7 ASPHALT BINDING MATERIAL
A. The asphalt binding material for anchoring mulch shall consist of emulsified asphalt per
North Carolina Department of Transportation specifications.
3.8 WATER
A. Water shall be potable, free of contents which could retard grass growth.
NEW HANOVER COUNTY NORTHERN CAMPUS REGIONAL WASTEWATER SYSTEM 02900 - 2
04853-0002 AUGUST 2008

LANDSCAPING - 02900
PART 4 - PREPARATION OF DISTURBED AREAS
4.1 UNCULTIVATED AREAS
A. All uncultivated areas that are disturbed by the pipe laying operation shall be restored
to good condition with similar materials as original. Restoration includes, but is not
limited to, asphalt, paint stripes, concrete, curbs, culvert pipe, mailboxes and signs.
Areas shall be cleaned and surplus materials removed.
B. Natural areas shall be graded to final grade, limed, fertilized, seeded and mulched as
required and as described in 02900 Part 4.2 Cultivated Areas, except no topsoil
application is required. Wetland areas are to be restored with original vegetation or with
plants of same species as specified by the regulating authority. Topsoil will not be
required on road shoulder adjacent to uncultivated areas except in those areas where
suitable erosion ground cover is unattainable through seeding.
4.2 CULTIVATED AREAS
A. General:
1. Existing seeded and/or planted areas disturbed by construction shall be dressed
with topsoil, fertilized and seeded.
2. Furnish and apply soil conditioners and seed as specified.
3. Excess stone from construction activities left on private property or rights -of -way
shall be removed by the Contractor, at his expense, to prevent damage to
maintenance equipment and operations-
B. Topsoil:
1. After approval of rough grading, the Contractor shall place the topsoil on all
cultivated areas damaged by his operations, except for road shoulders adjacent
to undeveloped and uncultivated areas. Topsoil shall be at least four (4) inches
deep. All topsoil from stripping which is not used at the job site shall be removed
from the site and deposited as requested by Owner.
C. Soil Conditioners:
1. Lime and fertilizer shall be spread and thoroughly worked into the top 4 inches of
soil at the rates of 3,000 Ibs/acre and 1,000 Ibs/acre, respectively. Then the soil
shall be raked until the surface is finely pulverized and smooth and shall be
compacted with rollers, weighing not over 100 pounds per linear foot of tread, to
an even surface conforming to the prescribed lines and grades.
D. Seeding:
1. Seeding shall be done when weather conditions are approved as suitable.
2. If there is a delay in seeding, during which weeds grow or soil is washed out, the
Contractor shall remove the weeds or replace the soil before sowing the seed,
without additional compensation. Immediately before seeding is started, the soil
shall be lightly raked.
3. Seed shall be sown during the following dates at the following pound per acre
rates. On a calm day and preferably by machine, but if by hand, only by
experienced workmen. Hydroseeding may be permitted.
NEW HANOVER COUNTY NORTHERN CAMPUS REGIONAL WASTEWATER SYSTEM 02900-3
04853-0002 AUGUST 2008

LANDSCAPING - 02900
a. For soils with good moisture retention from February 15 to April 30 or
September 1 to October 31. Seed with 80 lbs. tall Fescue, 50 lbs. unhulled
Common Bermuda Grass, 40 lbs. Kobe Lespedeza.
b. For soils with poor moisture retention from April 1 - July 15, seed with 50
lbs. unhulled Common Bermuda Grass, 5 lbs. Centipede Grass and 10 lbs.
German Millet.
C. Temporarily seeding all other times (to be reseeded at the first available
date listed in 1 or 2 above), 120 lbs. rye (grain), 50 lbs. Kobe Lespedeza.
4. Seed shall be raked lightly into the soil to a depth of 1/4 inch and rolled with a
roller weighing not more than 100 pounds per linear foot of tread.
5. Wherever poor germination occurs in areas larger than three (3) square feet, the
Contractor shall reseed, roll, and water as necessary to obtain proper
germination. The Contractor shall water, weed, cut and otherwise maintain and
protect seeded areas as necessary to produce a dense, healthy growth of
perennial lawn grass.
E. Mulch:
1. All seeded areas shall be mulched unless otherwise indicated in the Special
Provisions or directed by the Engineer.
2. Grain straw may be used as mulch at any time of the year. If permission to use
material other than grain straw is requested by the Contractor and the use of
such material is approved by the Engineer, the seasonal limitations, the methods
and rates of application, the type of binding material, or other conditions
governing the use of such material will be established by the Engineer at the time
of approval.
3. Mulch shall be applied within 36 hours after the completion of seeding unless
otherwise permitted by the Engineer. Care shall be exercised to prevent
displacement of soil or seed, or other damage to the seeded area during the
mulching operations.
4. Mulch shall be uniformly spread by hand or by approved mechanical spreaders
or blowers which will provide an acceptable application. An acceptable
application will be that which will allow some sunlight to penetrate and air to
circulate, but also partially shade the ground, reduce erosion, and conserve soil
moisture. Mulch rate shall be 2 tons per acre.When there are seasonal limitations
on seeding or when other weather or erosion conditions make it desirable to
mulch in advance of seeding, the Engineer may direct that mulch be applied after
the application and incorporation of limestone into the seedbed, and the fertilizer
and seed then applied later through the mulch in proper season or under more
favorable weather conditions.
5. Mulch shall be held in place by applying a sufficient amount of asphalt or other
approved binding material to assure that the mulch is properly held in place. The
rate and method of application of binding material shall meet the approval of the
Engineer. Where the binding material is not applied directly with the mulch, it
shall be applied immediately following the mulch application. During the
application of asphalt binding material, or other approved binding materials which
may cause damage, adequate precautions shall be taken to prevent damage to
traffic, structures, guardrails, traffic control devices, or any other appurtenances.
The Contractor shall either provide adequate covering or change methods of
application as required to avoid such damage. When such damage occurs, the
Contractor shall repair it, including any cleaning that may be necessary.
6. The Contractor shall take sufficient precautions to prevent mulch from entering
drainage structures through displacement by wind, water, or other causes and
shall promptly remove any blockage to drainage facilities which may occur.
NEW HANOVER COUNTY NORTHERN CAMPUS REGIONAL WASTEWATER SYSTEM 02900 - 4
04853-0002 AUGUST 2008

LANDSCAPING - 02900
4.3 JUTE NETTING
A. Site Preparation:
1. Jute netting shall be required on all slopes greater than 2 to 1 slope, and
wherever specified on drawings.
2. Shape and grade the waterway, channel, ditch, or area to be protected as
required by the drawings and specifications.
3. Remove rocks, clods over 1-1/2 inches in diameter, sticks and other material that
will prevent contact of the matting with the soil surface.
B. Lime. Fertilizer and Seed:
Lime, fertilize and seed in accordance with the applicable seeding standard (Part
4.2 C&D) except when placing jute -matting one-half of the seed may be applied
prior to laying the matting and the remaining seed applied after laying the
matting.
C. Installing Netting:
1. The Contractor shall start laying the matting from the top of the channel or slope
and unroll downgrade so that one edge of the strip coincides with the channel
center. Lay a second strip parallel to the first on the other side of the channel and
allow at least a 2-inch overlap for jute matting. If one roll of matting does not
extend the length of the channel, continue downhill with additional rolls.
2. The Contractor shall secure the matting by burying the top end of jute strips in a
trench 4 inches or more deep. Tamp the trench full of soil. Reinforce with a row
of staples driven through the jute about 4 inches downhill from the trench. These
staples should be about 10 inches apart. Then staple the overlap in the channel
center. These staples should be 3 to 4 feet apart. The outside edges may be
stapled similarly at any time after the center has been stapled. Closer stapling
along the sides is required where concentrated water may flow into the channel.
3. Succeeding strips of matting, farther down the channel or slope, are secured in a
similar manner. Strips of matting on the swale slopes should be laid and secured
as above to a height of 3 feet above base of swale.
4. Where one roll of jute matting ends and another roll begins, the end of the top
strip overlaps the trench where the upper end of the lower strip is buried. Make
the overlap at least 4 inches and staple securely.
D. Erosion Stops:
1. At any point, jute matting may be folded for burying in slit trenches and secured
as were the upper ends. This checks water flow and erosion that may begin
under the matting. It also gives improved tie -down. The procedure is
recommended on the steeper slopes of sandy soil and gentler slopes subject to
seepage. Spacings vary from 25 to 100 feet as required by the Engineer.
E. Diversions:
1. Where diversions outlet into the waterway, the outlet should be protected with
matting used in the same manner as in the main channel. The matting for the
outlet is laid first so that matting in the main channel will overlap the outlet strip.
Matting Soil Contact:
1. The Contractor shall assure that between matting and soil is obtained by rolling
after laying, stapling and seeding are complete. Perfect contact is vital to keep
water flow over, not under, the matting.
NEW HANOVER COUNTY NORTHERN CAMPUS REGIONAL WASTEWATER SYSTEM 02900 - 5
04853-0002 AUGUST 2008

LANDSCAPING - 02900
G. Inspection:
1. After job completion, the Contractor shall make sure the matting is in contact with
the soil at all places and that critical areas are securely stapled down.
PART 5 - INSPECTION AND ACCEPTANCE
5.1 At the beginning of the next planting season after that in which the permanent grass
crop is sown, the seeded areas will be inspected. Any section not showing dense,
vigorous growth at that time shall be promptly reseeded by the Contractor at his own
expense.
5.2 Restoration shall be acceptable when the grass has grown at least 1" high with 85%
coverage; provided that no bare spots larger than 10 square feet exist.
PART 6 - PAYMENT
6.1 No separate payment will be made for Landscaping. All costs incurred by the
contractor for this work shall be included in the unit price or lump sum price for the item
of work to which it pertains.
END OF SECTION 02900
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04853-0002 AUGUST 2008

SECTION 01560 - EROSION AND SEDIMENTATION CONTROL
1.1 GENERAL
A. The contractor shall be responsible for erosion and sedimentation control within the
construction limits; for prevention of sediment laden runoff leaving the construction
limits or entering ditches, streams or water impoundments; and for implementation of
necessary erosion and sedimentation control measures to meet the requirements of
the New Hanover County Erosion and Sedimentation Control Ordinance and/or North
Carolina Department of Environment, Health, and Natural Resources. The contractor
shall also be responsible for all damages or fines resulting from erosion or sediment
laden runoff in the execution of his contract.
1.2 CONSTRUCTION SEQUENCE
A. While the use of erosion and sedimentation control devices is especially important on
areas of steep topography, easily erodible soils and sites in close proximity to water
courses throughout the construction period, the control measures should be installed
prior to the commencement of land clearing and shall be fully maintained and
periodically inspected until final restoration and stabilization is completed. Unrestored
cleared areas shall be kept to a minimum. Disturbed areas ahead of construction shall
only be accomplished on those segments for the shortest practical distance as required
for continual progress.
B. Final restoration shall not be delayed until completion of the project but will be carried
out in phases as the work proceeds. Under no circumstances will any areas be left
denuded for more than (30) thirty calendar days without some form of stabilization until
final restoration is complete.
1.3 SEDIMENTATION
A. Control Measures: The following are some of the sediment control devices or
measures that may be required to prevent sedimentation of streams, water courses, or
drainage structures:
1. Earth berms and/or diversion and intercept ditches.
2. Sediment traps
3. Filter berms
4. Filter inlets
5. Silt fences - not to be placed in streams or ditches perpendicular to flow.
6. Check dams gravel filter
7. Gravel construction exits
1.4 EROSION CONTROL MEASURES
A. Some of the soil erosion control measures which may be required in this contract are:
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EROSION AND SEDIMENTATION CONTROL - 01560
1. Earth slope protection
2. Diagonal water break diversion berms
3. Diversion channels
4. Preservation of existing vegetation
5. Storm inlet protection
6. Stream crossings
7. Energy dissipators
8. Matting of re -seeded areas
1.5 DETAIL DRAWINGS
A. Examples of sedimentation and erosion control details are shown in these plans for
installation at locations designated in the plans or as otherwise required by the
regulating agency, or the owner as work proceeds.
1.6 STREAM PROTECTION
A. Where construction activities are necessary in close proximity to streams, and other
waterways, they shall be performed in a manner that does not contribute to
degradation of or blockage of the stream -flow. In order to prevent possible degradation
or blockages, the contractor shall be required to:
Keep all construction debris, excavated materials, brush, rocks, refuse and
topsoil as far from these waterways as possible. Restrict machinery operation or
stream crossings in waterways to the extent necessary for construction of utilities
crossings.
If construction work areas are necessary in a waterway, they shall be protected
as indicated on the plans.
If temporary roadways are essential for the construction activities, they shall be
constructed of soils which are not highly erodible materials and must not span
more than half way across the water course or wetland area at any one time
unless otherwise approved by the Engineer. These temporary roadways shall be
entirely removed as soon as their requirement is met. Work in these areas shall
follow the requirements of the Corp of Engineers or CAMA permit, or plans as
applicable.
1.7 CONSTRUCTION ACCESS
A. The travel of equipment to and from the construction areas shall be minimized not only
to protect areas that will not be denuded, but also to prevent the spreading of sediment
within and outside of the construction areas. Therefore, special construction
equipment travel corridors will be established for this use and instructions shall be
issued for their use. Use of these corridors must be fully enforced. Other non-
essential traffic will be restricted or discouraged. Indiscriminate and convenience traffic
shall not be allowed.
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1.8 STOCKPILE/BARROW AREAS
A. The contractor shall be responsible for selecting, obtaining and maintaining stockpile or
barrow areas which he may require to complete the contract. He is also required to
design and incorporate all necessary sediment and erosion controls measures
necessary to prevent erosion and contribution of sediment to adjacent areas. The
contractor is responsible to obtain all necessary permits or approvals for barrow or
spoil areas outside the construction limits.
1.9 DISPOSAL OF EXCESS WATER FROM EXCAVATIONS
A. The contractor shall practice management of excess water pumped from excavation to
reduce the production and spreading of sediment. Pumped water shall be discharged
onto stabilized surfaces and allowed to filter through existing vegetation if possible,
otherwise, additional control measures may be necessary. If ditches are required to
remove pumped water from construction excavations, they shall be given the same
consideration as any other man-made waterway and they shall be stabilized as to not
degrade and produce sediment.
1.10 EXCAVATION AND BACKFILL
A. Excavation shall be closely controlled and all the material removed from the excavation
shall be selectively stockpiled in areas where a minimum of sediment will be generated
and where other damage will not result from the piled material. Drainageways shall be
protected at all times and the placement of material in drainageways for convenience
shall not be allowed. Backfilling operations shall be performed in such a manner that
remaining trees are not damaged. Temporary repaving shall be placed promptly after
backfill operations are completed in improved areas.
1.11 FINAL GRADING AND SEEDING
A. Finish grading, topsoiling, seeding and/or sodding shall be performed as specified in
Section 02900 Landscaping, of these specifications. After the construction phase is
complete, permanent vegetation of the areas, that have been disturbed, shall be re-
established as rapidly as possible. If the completion of the construction activities do
not coincide with a season in which permanent vegetation can be generated, an interim
or temporary program is required. This shall include soil conditioners and mulching as
necessary for soil stabilization. In any case, sediment and erosion controls shall be
installed promptly and their maintenance assured.
1.12 APPROVAL
A. The approved Erosion Control Plan will be provided by the engineer. Any standard
conditions relating to soil erosion and sediment control issued to the contractor as a
part of any permits shall be available at the job site at all times.
END OF SECTION 01560
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SECTION 02110 - SITE CLEARING
PART 1 - GENERAL
Under this section, the contractor shall provide all labor, material and equipment required to
complete all necessary clearing, grubbing and debris removal for the execution of the contract
as shown on the plans and as specified in this section or related technical specifications of this
contract.
1.1 TREES, SHRUBS AND BUSHES
A. Trees, Shrubs and Bushes: Existing trees, shrubs and bushes adjacent to easements
and rights -of -way shall be protected by fencing, barricading or wrapping. Shallow -
rooted plants shall be protected at ground surface under and, if required, outside of the
spread of branches by fences, barricades or ground cover. If the trees, shrubs or
branches on private and public property adjacent to easements or rights -of -way are
inadvertently damaged or destroyed by the contractor under this contract, the
contractor shall negotiate with the owner for replacement or payment for such damage
without additional compensation by the owner under this contract.
1.2 CLEARING AND GRUBBING LIMITS
A. The limits of both clearing and grubbing shall be within the designated rights -of -way
and/or the easements specifically obtained for this contract. Grubbing shall include the
removal of all stumps, roots exceeding 4" in diameter, and root mat within the grubbing
limits to a depth of 18 inches.
1.3 TREE TRIMMING
A. When required, trees interfering with the contract work shall be trimmed to remove
branches or roots. The contractor shall cut branches and roots in excess of 2" diameter
and will paint with suitable paint. Trimming of trees will not be undertaken prior to the
contractor obtaining written approval of work from the engineer.
1.4 DISPOSAL
A. Burning of materials on the site will be permitted, with proper permits acquired by the
contractor. Material to be removed shall be removed from the site daily as it
accumulates. Should the contractor elect to continue work beyond normal working
hours, material to be removed shall not be allowed to accumulate for more than 48
hours. The contractor shall dispose of material in a permitted site.
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SITE CLEARING - 02110
1.5 PAYMENT
A. Under the provisions of this contract, no separate payment will be made for any labor,
or materials necessary under this section.
END OF SECTION 02110
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04853-0002 AUGUST 2008

SECTION 02220 - EXCAVATING, GRADING, TRENCHING, &
BACKFILLING
PART 1 - GENERAL
1.1 The contractor shall furnish all labor, equipment, supplies and materials, and perform
all operation in connection with the excavations, grading and backfilling, including
borrow for drainage structures, curb and gutter, sidewalks, driveways, pavements,
slopes, storm drains, water and sanitary sewer lines, including all hauling, wetting,
rolling and other operations pertaining thereto within the clearing limits, complete, in
strict accordance with this section of the specifications and the applicable drawings,
and subject to the terms and conditions of the contract.
1.2 EXISTING CONDITIONS
A. Every reasonable effort has been made to provide accurate information on existing site
conditions. The Contractor should become familiar with the site and satisfy himself as
to the scope of the work involved and the materials to be encountered. Any significant
change in conditions should be immediately brought to the attention of the Owner's
representative.
1.3 REFERENCES
A. ASTM C33 - Standard specification for concrete aggregates
B. ANSI/ASTM C136 - Sieve analysis of fine and coarse aggregates.
C. ANSI/ASTM D698 - Tests for moisture -density relations of soils and soil -aggregate
mixture using 5.5 lb (2.49 kg) rammer and 12 inch (305 mm) drop.
D. ANSI/ASTM D1556 - Density of soil in place by sand -cone method.
E. ASTM D2487 - Classification of soils for engineering purposes.
PART 2-PRODUCTS
2.1 SOILS
A. General: Use soils free of organic matter, refuse, rocks and lumps greater than 4
inches in diameter and other deleterious matter.
Backfilling Materials: Suitable material, when used as backfill in paved areas,
shall be capable of being compacted as specified in paragraph "Compaction and
Testing" of this section of these specifications.
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a. Type 1 Material: Excavated material from the trench or materials from
other sources which are free from large clods, roots or stones larger than 1
inch may be used as initial backfill in trenches (see Trench Details)
b. Type 2 Material: Excavated material from the trench or materials from
other sources which are free from large clods, roots or stones larger than 8
inches may be used as final backfill in trenches (see Trench Details)
B. Classification: For the purpose of this specification, soils to be used as fill material are
grouped into five classes according to soil properties and characteristics.
1. Class I - Angular, 6 to 40-mm (1/4 to 1-1/2 in.), graded stone, including a number
of fill materials that have regional significance such as coral, slag, cinders,
crushed stone, crushed gravel, and crushed shells.
2. Class II - Coarse sands and gravels with maximum practical size of 44 mm (1-1/2
in.), including variously graded sands and gravels containing small percentages
of fines, generally granular and non -cohesive, either wet or dry. Soil Types GW,
GP, SW, and SP are included in this class.
3. Class III - Fine sand and clayey gravels, including fine sands, sand -clay mixtures,
and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are included in this
class.
4. Class IV - Silt, silty clays, and clays, including inorganic clays and silts of medium
to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL are included
in this class. These materials are not recommended for bedding, haunching, or
initial backfill.
5. Class V - This class includes the organic soil, OIL, OH, PT as well as soils
containing frozen earth, debris, rocks, larger than 40 mm (1-1/2 in.) in diameter,
and other foreign materials. These materials are not recommended for bedding
haunching or initial backfill.
C. Topsoil: Natural, friable soil free of subsoil, stumps, rocks larger than 2 inches in
diameter, weeds and other material detrimental to plant growth.
D. Granular Fill: Granular fill under floor slabs shall be Class I material.
E. Structural Fill: Fill material placed inside the line of the building foundation or slab shall
be Class I or II.
Fill Beneath Pavement: Fill material used beneath pavement and for road shoulders
shall be Class II or III.
G. General Fill: General fill material not otherwise specified shall be Class II or III.
H. Trench Backfill: Material used for bedding, haunching and initial backfill shall be as
specified hereinafter.
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EXCAVATING, GRADING, TRENCHING, & BACKFILLING - 02220
2.2 CRUSHED STONE
A. Crushed stone shall be size no. 57, with fines present to stabilize it in the trench. If
fines are insufficient, stone screenings shall be added to extent required to stabilize it
in the trench.
2.3 CONCRETE
A. Concrete placed for cradles, thrust blocks, or encasement shall be Class B concrete as
specified in Section 03300 Cast -in -Place Concrete.
PART 3 - EXECUTION
3.1 GENERAL
A. Familiarization: Prior to commencement of the earthwork, become thoroughly familiar
with the site, the site conditions, and all portions of the work specified in this Section.
B. Approvals: Backfilling and grading operations near foundations, walls, pipes and other
portions of the work to be covered shall not commence until the Owner's
Representative has completed all required inspections, tests and approvals. Work
covered prior to inspection shall be uncovered for inspection purposes and backfilled.
3.2 SURFACE PREPARATION
A. Clearing: Areas designated for clearing and required for construction operations shall
be cleared of trees, brush, structures and other materials. Trees which are to remain
shall be protected during clearing operations and subsequent work.
B. Grubbing: Roots, stumps and other materials shall be grubbed from the cleared areas
to a depth of at least 18 inches. Tree stumps shall be grubbed in their entirety,
including tap roots where applicable.
C. Topsoil: Strip existing topsoil to a depth of 4 inches from areas to be excavated or
graded. Stockpile the topsoil in a suitable area for use during final grading operations.
Protect the topsoil from excessive erosion.
D. Unsuitable Material: Remove sod, muck or other unsuitable material to firm subsoil in
areas designated for filling or grading operations.
E. Disposal: Trees, stumps, roots, rubbish, unsuitable soil or other material resulting from
surface preparation shall be removed from the site by the Contractor and disposed of.
3.3 EXCESS WATER CONTROL
A. General: Grade and maintain all areas of the site to preclude surface runoff into
excavations and prevent ponding of water.
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EXCAVATING, GRADING, TRENCHING, & BACKFILLING - 02220
B. Dewatering: Excavations should be kept free of surface water and/or groundwater.
Provide and maintain at all times the necessary means and devices to prevent water
from entering the excavations and for removing all water entering the excavations.
C. Softened Subgrade: Remove all soil softened or eroded by the presence of water and
replace with suitable backfill material.
3.4 EXCAVATION
A. Excavation shall be accomplished in accordance with the grades and lines as
established by the Engineer and as required by the work to be performed. Excavation
shall include the removal and replacement of all asphalt, concrete, curb, rock, earth,
fences, trees (as directed by the Engineer), shrubs, and other materials as applicable.
The contractor will exercise care to prevent undercutting lower than the required
subgrades. All materials from excavation, considered as suitable by the Engineer,
shall be used as fill wherever required, and the Contractor shall arrange his work so
that this usage of excavated materials will be possible. Unsuitable and surplus
materials from excavation, if any, shall be disposed of by the Contractor at this
expense. All areas of the site shall be graded and maintained at all times to prevent
surface runoff from draining into the excavations, and to prevent ponding of water
therein.
B. Excavated materials not required for topsoil, fill or backfill shall be removed from the
site of the work by the Contractor, but none shall be deposited on private property
without written consent of the property owner.
Unsuitable Materials: Unsuitable materials encountered in an excavation shall
be removed as directed by the Owner's representative, backfilled with suitable
material and compacted. Unsuitable materials include organic soils, muck, soft
and compressible silts and clays and running sands.
2. Undercutting: Undercutting, unless authorized by the Engineer, shall be replaced
and compacted, as specified in paragraph 3.06, at the Contractor's expense. If
the material, after excavation to subgrade, is found to be soft, spongy or unfit for
use as subgrade, such unsuitable material shall be removed to a depth as
directed by the Engineer and the subgrade shall be brought to proper elevation
by filling with suitable material from excavation or from an approved borrow site.
3. Borrow: The Contractor will supply all borrow necessary and will provide all
labor and equipment necessary to dig and haul such borrow. The placing of
borrow shall be as provided for in the paragraph 3.06.
3.5 PREPARATION OF SUBGRADE
A. General: Upon completion of site preparation and excavation, scarify to a depth of 12
inches and compact as specified. For areas to receive fill, the compacted subgrade
shall be scarified to a depth of four inches prior to placing the fill.
3.6 FILL AND COMPACTION
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A. When and where existing plans and grades require the use of fill to reach the required
elevation, the Contractor shall deposit suitable material from previously excavated
areas. Such material shall be free from debris, roots, trash, stones, or other harmful
substances, and shall be spread in successive layers of loose material not more than 8
inches in depth. Each layer shall be spread uniformly by motor grader or other
approved device and rolled with an approved tamping or three -wheeled power roller
until thoroughly compacted to 90 percent of maximum density obtained at optimum
moisture content, as determined by the A.A.S.H.T.O. Standard Method T-180.
When any portion of the fill is constructed on an old road bed, the existing surfaces
shall be scarified and manipulated as directed by the Engineer in order that, when
compacted, it shall have a uniform density, as specified above. Fills shall be shaped
and maintained at all times during their construction to prevent an accumulation of
standing water in the event of rain.
B. Moisture Conditioning: Moisten or aerate the subgrade and fill material as required to
obtain proper compaction.
C. Structural Fill: Compact the subgrade and fill to a minimum of 98 percent ASTM D698
(Standard Proctor) maximum density at optimum moisture content.
D. Granular Fill: Place granular fill on compacted, unscarified fill or subgrade and
compact to a minimum 100 percent ASTM D698, maximum density at optimum
moisture content.
E. Pavement Areas: Compact the subgrade and fill material beneath paved areas and
shoulders to a minimum 100 percent ASTM D698 maximum density at optimum
moisture content.
F. Landscaped Areas: Compact the subgrade and fill to a minimum 98 percent ASTM
D698 maximum density at optimum moisture content. Compact topsoil to 85 percent
ASTM D698 maximum density at optimum moisture content.
3.7 FINISH GRADING
A. General: Perform finish grading to the lines and grades shown on the drawings.
Finished grades should be smooth and uniform and provide positive drainage.
B. Tolerances:
Rough Grade Plus or minus 0.1 foot
2. Finish Grade Plus or minus 0.1 foot
3. Topsoil: The top 4 inches of soil in landscaped areas shall be topsoil.
4. Protection: Protect areas which have been graded from equipment traffic.
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3.8 TRENCHING, BACKFILLING AND COMPACTION FOR UTILITY SYSTEMS
A. General: Refer to specific utility sections in these specifications for installation
requirements. Trench, backfill and compact as specified except as modified herein.
B. Trenching: Trench widths at and below the top of the pipe shall be the minimum
necessary for proper installation. Trench banks above the top of the pipe shall be as
vertical as practicable. Overdepth excavation shall be backfilled with Class I material
and compacted. The Contractor shall provide, at his expense and as directed by the
Owner's representative, special bedding material or concrete encasement as may be
necessary due to over -width excavation.
C. Depth: Trench to the lines and grades shown on the drawings. Where elevations are
not shown, trench to a depth sufficient to provide at least 36 inches of cover above the
top of pipe, unless otherwise specified. Grade trenches to provide a constant slope
free of sags and high spots.
D. Dewatering: Keep trenches free of water. Include cost of dewatering in unit price bid
for pipe. No additional payment for this item is permitted.
E. Trench Bracing: Properly brace, sheet and support trench walls as soil conditions
indicate and in strict conformance with all pertinent laws and OSHA regulations.
Provide adequate bracing and shoring to protect adjacent improvements.
F. Bedding, Haunching and Initial Backfill: Tamp to provide firm, even bedding. Excavate
bedding material to match the shape of the bottom of the pipe and bell, as detailed in
the drawings. Place haunching material so as to provide full bearing around the
bottom of the pipe. Place bedding haunching and initial backfill as specified below.
G. Pipe Bedding:
P.V.C. Gravity Main - Provide six (6) inches of Class I bedding material
compacted to 98 percent ASTM D698 density. Haunching material shall be
Class I material compacted to 98 percent ASTM D698 density. Haunching of
pipe from invert to springline shall be by hand placement to ensure material is
worked under Haunch. Initial backfill shall be Class I to top of pipe Class I.
2. D.L.P. and C900/905 PVC Gravity Main - Provide six (6) inches of Class I
bedding material compacted to 98 percent ASTM D698 density. Haunching
material shall be Class I material compacted to 98 percent ASTM D698 density.
Haunching of pipe from invert to springline shall be by hand placement to ensure
material is worked under Haunch. Initial backfill shall be Class I to springline of
pipe Class I, 11 or III material to top of pipe.
3. Pressure Main P.V.C. or D.I.P. - Provide six (6) inches of Class I or II bedding
material compacted to 98 percent ASTM D698 density. Haunching material shall
be Class I or II material compacted to 98 percent ASTM D698 density.
Haunching of pipe from invert to springline shall be by hand placement to ensure
material is worked under Haunch. Initial backfill shall be Class I or Class II to top
of pipe Class I, 11 or III material from top of pipe to 6-inches above pipe.
4. Service Pipe (Schedule 40) - Provide six (6) inches of Class I or II bedding
material compacted to 98 percent ASTM D698 density. Haunching material shall
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EXCAVATING, GRADING, TRENCHING, & BACKFILLING - 02220
be Class I or II material compacted to 98 percent ASTM D698 density.
Haunching of pipe from invert to springline shall be by hand placement to ensure
material is worked under Haunch. Initial backfill shall be Class I or II to top of
pipe.
H. Backfill: Backfill the remainder of the trench in accordance with paragraphs 2.01 and
3.06 of this section. Backfill from embedment zone to surface grade may be by hand
of mechanical placement. Trench backfill shall be compacted in 8-inch lifts.
Foundation: Foundation shall be required in wet, yielding and mucky locations.
Foundation shall be constructed by removal of wet, yielding or mucky material and its
replacement with sufficient Class I material to correct the instability. In areas where
foundation is required bedding shall be class I only.
3.9 FIELD QUALITY CONTROL
A. Field inspection, sampling and testing will be performed per owner's instructions.
PART4-PAYMENT
4.1 PAYMENT
A. No separate payment will be made for Excavating, Grading, Trenching and Backfilling.
All costs incurred by the contractor for this work should be included in the unit price or
lump sum price for the item of work to which it pertains.
END OF SECTION 02220
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