HomeMy WebLinkAbout2008-04-08 - Agendas Supplement aye ev le WATER/SEWER COMMITTEE AGENDA SUPPLEMENT
Meeting Date of April 8, 2008
COMMITTEE: Chairman Kyle Cook; Alderman: Lioneld Jordan, Bobby Ferrell, Adella Gray
COPY TO: Mayor Dan Coody, Sondra Smith, Gary Dumas, Paul Becker, Susan Thomas,
Tim Conklin, Jeremy Pate, Ron Petrie, Shannon a Tom Hubbard, Peggy
Bell, Lynn Hyke, OMI
FROM: David Jurgens, Water and Wastewater Director U�
This is a supplement to the published agenda for the April 8, 2008 F etteville Water and
Sewer Committee meeting.
1. WSIP WL-12, Farmington Lift Station involves constructing lift station # 12 in Farmington
at 511 N. Double Springs Rd near the intersection of Double Springs and Goose Creek Rd. This
cost share and the percentage of the cost to be paid by Fayetteville was agreed to and
established in the Fayetteville-Farmington Wastewater Agreement of April 3, 2007 which included
the projected population in the basin served by this sewer line. Each city bears their portion of
the cost based on their respective populations. Staff requests this cost share be forwarded to
the full Council.
Contractor Total Bid Fayetteville Share
J.L. Bryson low bid $1,697,881.00 482,078.52
Crossland Heavy Contractors $1,744,650.00 495,357.62
Gamey Companies Inc $2,056,000.00 583,759.07
BRB Contractors Inc $2,105,081.00 597,694.62
McInnis Brothers Construction Inc $2,122,000.00 602,498.42
LJB Construction Inc $2,250,000.00 638,841.40
Township Builders Inc $2,418,838.00 686,779.49
Engineer's Estimate $1,864,150.00 529,287.20
2. Sanitary Sewer Rehabilitation Engineering Selection involves selecting the engineer to
conduct the field evaluation in the next basin. RJN was selected by the committee, which met
April 8. The basins being studied, shown on the attached map, include Greenland and portions of
southern Fayetteville. Contract negotiations will begin immediately; the study will commence
upon City Council approval. This item is expected to be presented to the Council in May.
3. Decentralized Sewer Discussion. This item was discussed in the Water/Sewer
Committee Meeting of 27 February 2007. Per guidance in the 1 April 2008 City Council
meeting, Staff has brought this item back to the Water/Sewer Committee for further
discussion. Research indicates Health Department regulations only allow multiple structures
to connect to a single septic system under specific conditions and with a variance granted by
the Health Department.
4. Maintenance Bond Discussion from Ordinance Review Committee involves changing
maintenance bonds for development work. The proposal is to make the bonds valid for a two
year period at a value of 25% of the total infrastructure cost for the development. In this way, a
single bond covers all aspects of the work. Changes are attached.
Attachments: WL-12 Farmington Lift Station bid packet
Sewer Rehabilitation Map
Decentralized Sewer Ordinance
Maintenance Bond Ordinance Proposed Changes
W&S committee agenda SApM SupplementLori
aye ey i 1e Meeting of May 6, 2008
PNSPS
CITY COUNCIL AGENDA MEMO
To: Fayetteville City Council
Thru: Fayetteville Sewer Committee
From: David Jurgens, Water and Wastewater Director
Date: 8 April 2008 fV
Subject: Approval of a cost-share with Farmington in the a ount of$482,078.52 for a contract
with J.L. Bryson for Fayetteville's share of construction of the Farmington Lift Station, WSIP
Subproject WL-12, Bid 08-02, and approve a 10% contingency of$48,207.85.
RECOMMENDATION
City Administration recommends approval of a cost-share with Farmington in the amount of
$482,078.52 for a contract with J.L. Bryson for construction of the Farmington Lift Station, WSIP
Subproject WL-12, Bid 08-02, and approve a 10% contingency of$48,207.85.
BACKGROUND
This project includes the construction of a submersible lift station that contains three pumps and
provision for two future pumps. Work includes odor control and back-up power generation. The
generator, one pump and related controls are being provided from other City of Fayetteville lift
stations. The project is located on the north side of Farmington, 511 North Double Springs Road,
near the intersection of Goose Creek Rd (RT 66) and North Double Springs Rd (RT 27).
This cost share and the Fayetteville percentage of the cost was agreed to and established in the
Fayetteville-Farmington Wastewater Agreement of April 3, 2007 which included the projected
population served by this lift station. The cost share is split based on the population. Fayetteville
will have a deduction based on the value of the generator, pump and controls. These values will be
determined after the bids are opened and the items are refurbished.
DISCUSSION
The Cities received bids on 8 April, 2008 for this project:
Fayetteville
Contractor Total Bid Share
J. L. Bryson (low bid) $1,697,881.00 482,078.52
Crossland Heavy Contractors $1,744,650.00 495,357.62
Garney Companies Inc $2,056,000.00 583,759.07
BRB Contractors Inc $2,105,081.00 597,694.62
McInnis Brothers Construction Inc $2,122,000.00 602,498.42
LJB Construction Inc $2,250,000.00 638,841.40
Township Builders Inc $2,418,838.00 686,779.49
Engineer's Estimate $1,864,150.00 529,287.20
The apparent low bidder is pending and will be reviewed by RJN, the Engineers, and the Arkansas
Natural Resources Commission, which is providing Farmington RLF funding for the project. RJN
is researching J. L. Bryson; they have not performed any WSIP work.
BUDGET IMPACT
Funds are available in the WSIP project budget.
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DOCUMENT 00400-BID FORM
Project Name: Wastewater System Improvement Project
Contract Name: Double Springs Lift Station
Contract No.: WL-12
BID TO:
Owner: The City of Farmington,Arkansas
324 West Main Street
Farmington,Arkansas 72730
BID FROM: _
Bidder: 1AIc.
SY6 Z//D
�,v�s�ii�cc; A� 7z pyo
ARTICLE 1 - INTENT
1.01 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an
agreement with Owner in the form included in the Contract Documents to perform
and famish all Work as specified or indicated in the Contract Documents for the Bid
price and within the Bid time indicated in this Bid and in accordance with the other
terms and conditions of the Contract Documents.
ARTICLE 2- TFRMS AND CONDMONs
2.01 Bidder accepts all of the terms and conditions of the Invitation to Bid and
Instructions to Bidders,including without limitation those dealing with the
disposition of Bid security. This Bid will remain subject to acceptance for 90 days
after the day of Bid opening. Bidder will sign and deliver the required number of
counterparts of the Agreement with the Bonds and other documents required by the
Bidding Requirements within 15 days after the date of Owner's Notice of Award.
00400-Bid Form.doc 00400- 1 RJN Project No. 11-1875-02
.. .. ... .........
DOCUMENT 00400-BID FORM (continued)
ARTICLE 3- BIDDER'S REPRESENTATIONS
3.01 In submitting this Bid,Bidder represents,as more fully set forth in the Agreement,
that:
A. Bidder has examined and carefully studied the Bid Documents,and the
following Addenda,receipt of all which is hereby acknowledged:
Number Date
B. Bidder has visited the Site and become familiar with and is satisfied as to the
general,local,and Site conditions that may affect cost,progress,
performance,and furnishing of the Work.
C. Bidder is familiar with and is satisfied as to all federal,state,and local Laws
and Regulations that may affect cost,progress,performance, and furnishing
of the Work.
D. Bidder has carefully studied all: (1)reports of explorations and tests of
subsurface conditions at or contiguous to the Site and all drawings of
physical conditions in or relating to existing surface or subsurface structures
at or contiguous to the Site;and(2)reports and drawings of a Hazardous
Environmental Condition,if any,at the Site. Bidder acknowledges that such
reports and drawings are not Contract Documents and may not be complete
for Bidder's purposes. Bidder acknowledges that Owner and Engineer do
not assume responsibility for the accuracy or completeness of information
and data shown or indicated in the Bid Documents with respect to
Underground Facilities at or contiguous to the Site.
00400-Bid Form.doe 00400-2 RJN Project No. I IA 875-02
DOCUMENT 00400-BID FORM (continued)
E. Bidder has obtained and carefully studied(or assumes responsibility for
having done so)all such additional or supplementary examinations,
investigations,explorations,tests,studies,and data concerning conditions
(surface,subsurface,and Underground Facilities)at or contiguous to the Site
or otherwise which may affect cost,progress,performance,or furnishing of
the Work or which relate to any aspect of the means,methods,techniques,
sequences,and procedures of construction to be employed by Bidder and
safety precautions and programs incident thereto.
F. Bidder does not consider that any additional examinations,investigations,
explorations,tests, studies,or data are necessary for the determination of this
Bid for performing and furnishing of the Work in accordance with the times,
price,and other terms and conditions of the Contract Documents.
G. Bidder is aware of the general nature of work to be performed by Owner and
others at the Site that relates to Work for which this Bid is submitted as
indicated in the Contract Documents.
H. Bidder has correlated the information known to Bidder,information and
observations obtained from visits to the Site,reports,and drawings identified
in the Contract Documents,and all additional examinations,investigations,
explorations,tests,studies, and data with the Contract Documents:
I. Bidder has given Engineer written notice of all conflicts,errors,ambiguities,
or discrepancies that Bidder has discovered in the Contract Documents,and
the written resolution thereof by Engineer is acceptable to Bidder.
J. The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performing and furnishing the
Work for which this Bid is submitted.
K. This Bid is genuine and not made in the interest of or on behalf of any
undisclosed person,firm,or corporation and is not submitted in conformity
with any agreement or rules of any group,association,organization,or
corporation;Bidder has not directly or indirectly induced or solicited any
00400-Bid Form.doc 00400-3 RJN Project No. 11-1875-02
DOCUMENT 00400-BID FORM (continued)
other Bidder to submit a false or sham bid;Bidder has not solicited or
induced any person,firm,or a corporation to refrain from bidding; and
Bidder has not sought by collusion to obtain for himself any advantage over
any other Bidder or over Owner_
L. Bidder will perform the Work in compliance with all applicable trench safety
standards set forth in Occupational Safety and Health Administration
(OSHA)Part 1926—Subpart P—Excavations.
ARTICLE 4- BID PRICE
4.01 Lump Sum Price
A. Bidder will complete the Work in accordance with the Contract Documents
for the lump-sum price ofkD�
zl�vr r npr�D vr.6/vrrvrx�fze�✓?YO.d /
y4y �e i/ A 4/ Dollars($
B. Provide a breakdown of the above lump sum bid per the following:
(Note:The sum of this section to equal total lump sum price)
1. Trench or excavation safety systems complying with OSHA Part
1926-Subpart P$_�/ 00
2. Mobilization$_ 700. 09
3. Site Preparation$ ,ea o ,.to_
4. Dewatering$ I 100,00
i
5. Excavation:
a. Soil -� OO
b. Rock$ �, S'/p. 00 'j ,5'/0,!70
6. Structural:
a. Re-enforced Concrete
$---__3�sZ 38
(Rebar,mud slab,walls,floors,roof, equipment pads,etc)
c. Rock Anchors$ 7 S;8 ,cab
00400-Bid Form.doc 00400-4 RJN Project No. 11-1875-02
DOCUMENT 00400-BID FORM (continued)
b. Metal$_ yy0 50. O 0
(supports,bandrails, etc.)
c. Hatches$, 1.1-5Z!57, 00
7. Piping:
a. From pumps to Force Main header check valve
b. Yard Piping exterior to Lift Station
1
8. Electrical and Controls: $
9. Equipment and Installation of.
a. Pumps$ ;&, - Y8�1-0
b. Odor Control$
10. Asphalt Paving$
11. Concrete Paving$
e
12. Antenna$ B
13. Painting and Coatings$ (�*�
14. Landscaping$ �C
15. Fencing
16. Labor&Material Bond$_
i
17. Maintenance Bond$_
18. `Other'not included above$ (yJ
Describe other:
ARTICLE 5- CONTRACT TAMES
5.01 Bidder agrees that the Work will be substantially completed and ready for final
payment within the number of calendar days indicated in the Agreement.
00400-Bid Form.doc 00400-5 RJN Project No. 11-1875-02
DOCUMENT 00400-BID FORM (continued)
5.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event
of failure to complete the Work within the times specified in the Agreement.
ARTICLE 6- BID CONTENT
6.01 The following documents are attached to and made a condition of this Bid:
A. Required Bid security in the form of a certified or bank cashier's check or a
Bid Bond and in the amount of . S rp
Dollars
B. Required Bidder's Qualification Statement with supporting data
(DOCUMENT 00140-Bidder's Qualification Statement),
C. Manufacturer's data where called for in Specifications
(DOCUMENT 00450-Equipment Questionnaire).
D. DOCUMENT 00430-List of Subcontractors.
E. Contractor's Act of Assurance Form,RLF-52.
F. MBE/WBE Compliance Evaluation Form,RLF-96.
ARTICLE 7- COMMUNICATIONS
7.01 Communications concerning this Bid shall be addressed to the Bidder as follows:
T.L. 8,w501V INC,
20 90Y �y79
727-10
I
Phone No.
FAXNo.
i
00400-Bid Form.doc 00400-6 RIN Project No. 11-1875-02
DOCUMENT 00400-BID FORM (continued)
ARTICLE 8- TERMINOLOGY
8.01 The terms used in this Bid which are defined in the GENERAL CONDITIONS or
Instructions to Bidders will have the meanings assigned to them.
SUBMITTED on 49alL 2008 .
Arkansas State Contractor License No. 03.2�f03d I
If Bidder is:
An Individual
i
' Name(type or printed):
By:
(SEAL)
(Individual's Signature)
Doing business as:
jBusiness address:
Phone No.: FAX No.:
A Partnership
Partnership Name: (SEAL)
By:
(Signature of general partner—attach evidence of authority to sign)
Name(type or printed):
Business address:
i
i
Phone No.: FAX No.:
00400-Bid Form.doc
00400-7 RJN Project No. 11-1875-02
DOCUMENT 00400-BID FORM (continued)
A Corooration
Corporation Name: X16 (SEAL)
State of Incorporation:__ tTl�,at/4t1S
Type(G eral usiness,Professional, Service,Limited Liability):
v6 ,� 5
By:
(Signature— ch evidence of authority to sign)
Name(type or printed):_'J�a-57/�/ �4�zLA-)
Title: �iJ �r/L �iVT
(CORPORATE SEAL)
Attest:
(Signature of Corporate Secretary)
Business address:—f.0• Q�X /Ij�lJ _ 59Gj�is�.✓.�//d
-l�l vi /T 7ZZ�yQ
Phone No.: FAX No.: 4179-9,27-319
END OF DOCUMENT o0400
00400-Bid Form.doc
00400-8 R7N Project No. 11-1875-02
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D.5
Amend Chapters 151,152 and 166
City Council Meeting of April 1,2008 Page 2 of 10
Agenda Item Number
CITY COUNCIL AGENDA MEMO
To: Mayor and City Council
Thru: Gary Dumas, Director of Operations
Tim Conklin, Planning and Development Management Director
David Jurgens,Water and Wastewater Director
Ron Petrie, City Engineer
From: Karen Minkel, Senior Long Range Planner
Date: November 27, 2007
Subject: An ordinance amending Title XV: Unified Development Code
of the Code of Fayetteville to amend Chapter 151: Definitions, Chapter
152: Administration and Chapter 166: Development in order to prohibit or
regulate decentralized sewer systems within the city limits
RECOMMENDATION
Planning Staff recommends approving an ordinance amending Title XV: Unified
Development Code of the Code of Fayetteville to amend Chapter 151: Definitions,
Chapter 152: Administration and Chapter 166: Development in order to prohibit or
regulate decentralized sewer systems within the city limits.
BACKGROUND
City Council approved an ordinance to attach and incorporate 1,419.30 acres into the City
of Fayetteville after a majority of citizens voted in favor of annexing the property during
a special election held on October 10, 2006. Through this annexation, the City inherited
two decentralized sewer systems, one that was already under construction and one that
had yet to be constructed but had been approved by Washington County. This prompted
collaboration among water and sewer, engineering and planning staff to generate a policy
that would address decentralized sewer systems within the City boundaries and within the
City's Planning Area.
The following policy recommendations provide a sensible solution for minimizing the
costs of management and potential environmental damage within the City boundaries and
for accommodating systems that are annexed into the City. The revised ordinance in
Chapter 166.03, which addresses the sanitary sewer system, prohibits community sewage
systems within the City boundaries. The ordinance further specifies the design of
unconstructed systems that have been approved by the County and subsequently annexed
into the City. Constructed systems in the County that have been annexed must connect to
the City sanitary sewer system when a City sewer main is within 300 feet at the expense
of the owner of the decentralized sewer system. Staff also proposes removing language in
Sections 166.03 and 166.04 that is outdated or irrelevant.
D.5
Amend Chapters 151,152 and 166
City Council Meeting of April 1, 2008 Page 3 of 10
Agenda Item Number
Further amendments include adding a community sewage system definition to Chapter
151 and stating that the City Engineer is the administrator for water and sewer systems in
Chapter 152.
The amendments were reviewed by the Water.and Sewer Committee on February 27,
2007, and the committee agreed to forward the amendments to the City Council with a
recommendation for approval.
BUDGET IMPACT
None.
D.5
Amend Chapters 151,152 and 166
Page 4 of 10
ORDINANCE NO.
AN ORDINANCE AMENDING TITLE XV: UNIFIED DEVELOPMENT
CODE OF THE CODE OF FAYETTEVILLE TO AMEND CHAPTER 151:
DEFINITIONS, CHAPTER 152: ADMINISTRATION AND CHAPTER 166:
DEVELOPMENT IN ORDER TO PROHIBIT OR REGULATE
DECENTRALIZED SEWER SYSTEMS WITHIN THE CITY LIMITS
WHEREAS, the City Council has the authority under A.C.A. § 14-236-01 to regulate the
disposal of waste and wastewater; and
WHEREAS, the City of Fayetteville provides a community sewer system that efficiently
and safely disposes of water and wastewater; and
WHEREAS, the Community sewage systems or decentralized sewer systems pose
potential environmental and management concerns.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY OF FAYETTEVILLE ARKANSAS:
Section 1: The City Council of the City of Fayetteville, Arkansas hereby amends
§151.01 Definitions of the UDC by adding the definition of Community sewage system as shown
below:
"Community sewage system. (Development) Any non-publicly owned system serving
two (2)or more individual houses, housing units, apartments or other occupied structures
for the collection and disposal of domestic, non-residential or industrial wastewater of a
liquid nature, including various devices for the collection, conveyance and treatment of
the treated wastewater effluent and the monitoring of the affected groundwater quality
and the management of the associated solid waste by-products (septage and sludge).
(Also known as decentralized sewer systems)"
D.5
Amend Chapters 151,152 and 166
Page 5 of 10
Section_2: The City Council of the City of Fayetteville, Arkansas hereby amends
§152.02 of the UDC by enacting an new subsection 152.02 (U) as follows:
"(U) Water and Sewer Systems: City Engineer."
Section_ 3: The City Council of the City of Fayetteville, Arkansas, hereby repeals
§166.03 (1) Public sanitary sewer not accessible in its entirety and enacts a new §166.03 (1)
Public sanitary sewer not accessible as shown on Exhibit "A" attached.
Section 4: The City Council of the City of Fayetteville, Arkansas hereby repeals §166.04
(A)(10)(b) Public sanitary sewer system not accessible and enacts a replacement §166.04
(A)(]0)(b) Public sanitary sewer system not accessible as shown on Exhibit 'B" attached.
PASSED and APPROVED this 18th day of December, 2007.
APPROVED: ATTEST:
By: By.
DAN COODY, Mayor SONDRA E. SMITH, City Clerk/Treasurer
D.5
Amend Chapters 151,152 and 166
Page 6 of 10
EXHIBIT "A"
To be inserted at Chapter 166: Development:
166.03(l) (a) Unconstructed systems. The
wastewater system shall be
(2) Public sanitary sewer not accessible. designed such that the entire
Where a subdivision is proposed so that collection system is a traditional-
each lot has a minimum gross area of style gravity sewer system that ..
one and one-half acres, an individual carries all wastewater flow to
sewage disposal system for each lot centralized treatment facilities and
may be used; for lots having a gross shall meet City standards for design
area of less than one and one-half construction. The system must also
acres, an individual sewage disposal be designed such that there is one
system may be used for each individual single point of connection from
lot when a permit for a septic system is which a future gravity connection
granted by the Arkansas Department of can be made to the City sanitary
Health. A copy of the Arkansas sewer system when the latter
Department of Health permit granted for becomes available.This connection
each lot shall be provided at the time the shall be made at the expense of the -
application is submitted for subdivision owner of the decentralized
or lot split approval for all lots less than wastewater system.
one and one-half acres. Existing septic
systems, sewage disposal fields (leach (b)Constructed systems. Systems
fields), alternate disposal fields required constructed prior to annexation into
by state law and water wells on-site or the City must tie to the City sanitary
off-site within 100 feet shall be shown sewer system when a City sanitary
on all proposed subdivisions and lot sewer main is constructed within 300
splits. feet of the community sewage
system and such main is reasonably
(3) Community sewage systems. The available to the community sewage
construction of community sewage system.This connection shall be
systems or decentralized sewer systems made at the expense of the owner of
shall be prohibited within the City. the decentralized wastewater
system.
(4) Annexation of community sewage
systems. Where a community sewage State law reference(s}-"Arkansas
system is annexed into the City, then Sewage Disposal Systems Act,'A.C.A. §14-236-
the following shall apply: 101 at seq.
D.5
Amend Chapters 151,152 and 166
Page 7 of 10
EYIIIBIT'"B"
To be inserted at Chapter 166: Development:
166.04(A)(10)
(b) Public sanitary sewer not
accessible. Where a subdivision is
proposed so that each lot has a
minimum gross area of one and
one-half acres, an individual
sewage disposal system for each
lot may be used; for lots having a
gross area of less than one and
one-half acres, an individual
sewage disposal system may be
used for each individual lot when a
permit for a septic system is
granted by the Arkansas -
Department of Health.A copy of the
Arkansas Department of Health
permit granted for each lot shall be
provided at the time the application
is submitted for subdivision or lot
split approval for all lots less than
one and one-half acres. Existing
septic systems, sewage disposal
fields (leach fields), alternate
disposal fields required by state law
and water wells on-site or off-site
within 100 feet shall be shown on
all proposed subdivisions and lot
splits.
(Code 1965,App. C.,Art. III, §A(2),(3); Ord. No.
1979, 2-5-74; Ord, No. 2353, 7-5-77; Ord. No.
2755, 9-1-81; Code 1991, §§ 159.31, 159.32;
Ord. No. 4100, § 2 (Ex. A), 6-16-98; Ord. No-
4263,8-1-00;
o.4263,8-1-00;Ord.4660, 12-21-04)
D.5
Amend Chapters 151,152 and 166
Page 8 of 10
additional fire hydrants shall be (3) Community sewage systems. The -
required. construction of community sewage
systems or decentralized sewer
(1) Sanitary sewer system, systems shall be prohibited within
the City.
(1) Public sanitary sewer accessible.
Where a public sanitary sewer is (4) Annexation of community sewage
reasonably accessible, the subdivider systems.Where a community sewage
shall connect with such sewer, and each system is annexed into the City,then
lot within the subdivision shall be the following shall apply:
provided with a connection thereto. All
connections shall be subject to the (a) Unconstructed systems. The
approval of the City Engineer. Individual wastewater system shall be
service lines shall be installed, and designed such that the entire
individual connections shall be made collection system is a traditional-
prior to the paving of the street, if style gravity sewer system that
possible. carries all wastewater flow to
centralized treatment facilities
(2) Public sanitary sewer not accessible. and shall meet City standards for
Where a-public-sanitary-sewer-not design construction. The system
reasonably-assess:b1e4tte-subdivider must also be designed such that
shalt-hg.-^gu:ed4(�i.s'^ -a-c-e fxxmmty there is one single point of
sewage--,ystem,-as-defined-b•�^^'-40= connection from which a future
of—the1-1977 Arkansas----General gravity connection can be made
Assembly-in--compliance--with-state to the City sanitary sewer system
health departmeriVs slandafds-and when the latter becomes
regulation=provided;--if-a--community available. This connection shall
sewage--system-is--not--feasenably be made at the expense of the
available oreeenemieatty-fea-^&ibll'^-and a owner of the decentralized
subdivision is proposed so that each lot wastewater system. -
has a minimum gross area of one and
one-half acres, an individual sewage (b)Constructed systems. Systems
disposal system for each lot may be constructed prior to annexation
used;for lots having a gross area of less into the City must tie to the City
than one and one-half acres, an sanitary sewer system when a
individual sewage disposal system may City sanitary sewer main is
be used for each individual lot when a constructed within 300 feet of the
permit for a septic system is granted by community sewage system and
the Arkansas Department of Health. A such main is reasonably available
copy of the Arkansas Department of to the community sewage system.
Health permit granted for each lot This connection shall be made at
shall be provided at the time the the expense of the owner of the
application is submitted for decentralized wastewater system.
subdivision or lot split approval for
all lots less than one and one-half State law reference(s)-"Arkansas
acres. Existing septic systems, Sewage Disposal Systems Act;'A.C.A. §14-236-
sewage disposal fields (leach fields), 101 of seq.
alternate disposal fields required by
state law and water wells on-site or
off-site within 100 feet shall be shown
on all proposed subdivisions and lot 166.04 Required On-Site Improvements-
splits. Ind'• '',., ualsewi We- and Subdivisions In Planning Area
connections shall be inMn11eAr to
the paving off-t.he ^'.,.rte^ ',4f-pen^'•'., "e-,-.^TM^ (A) Requirements. Before the Planning
minimum gro&&---area requirement Commission may grant final plat approva(for
, rese„nee--a hen by--fer-an-individual a subdivision located within the city's
sewage disposal system-spa4-net-apply designated planning area, the subdivider
to any subdiY.^.,.on for ..^- •hish--an shall have installed, or shall have made a
approve"at-has-been-filed-of-record guarantee of in lieu of installation, as
pnor4o-duly-5,1977-. provided by Chapter 158, either at his
expense or in accordance with the existing
2
D.5
Amend Chapters 151,152 and 166
Page 9 of 10
policy of the city, the following sewers, catch basins, and culverts
improvements: necessary for the proper drainage
(1) Monuments. Reinforced concrete of all surface water.
monuments 4 inches x 4 inches x 30 (b) All drainage facilities shall be so
inches at quarter section corners and designed to serve the entire
subdivision corners. drainage area.
(2) Lot stakes. Metal stakes 112 inch x 30 (c) All surface water drainage shall be
inches at all lot corners, points of transported to existing storm
tangency, points of curvature and sewers, drainage facilities, or
angles in property lines or easements. natural drainage ditches approved
(3) Streets. by the City Engineer.
(d) The City Engineer shall approve all
(a) Within One Mile of City Limits. drainage features.
Street grading, base, and paving
according to existing city standards (8) Culverts and bridges. Culverts and
and specifications as adopted by bridges shall be installed where needed -
the City Council. in accordance with existing Arkansas
State Highway Department standards
(b) Beyond One Mile of City Limits. and specifications.
Streets shall meet Washington
County Standards. (9) Water supply.
(4) Curbs and gutters. (a) Accessible public water supply.
When an approved public water
(a) Within One Mile of City Limits. Curbs supply is reasonably accessible,the
and gutters according to existing city subdivider shall install a system of
standards and specifications as water mains and shall connect to
adopted by the City Council. such supply so that each lot within
the subdivision shall be provided
(b) Beyond One Mite of City Limits. with a connection to said public
Curbs and gutters shall meet water supply. All connections shall
Washington County Standards. be approved by the City Engineer.
Individual service lines shall be
(5) Sidewalks. Sidewalks shall be installed, installed,and individual connections
within one mile of City Limits, according shall be made prior to the paving of
to existing city standards and the street,if possible.
specifications as adopted by the City
Council. The construction of all (b) Nonaccessible public water supply.
sidewalks shall be inspected by the City Where an approved public water
Engineer or his designee to ensure supply is not reasonably accessible,
compliance with city specifications. The any private water supply system
developer shall guarantee the sidewalk proposed by the subdivider must be
installation according to§158.01, approved by the county sanitarian
and the City Engineer in order to
(6) Streetlights. Standard 8,000 lumen assure that the private water supply
streetlights shall be installed at each system will provide an adequate
intersection or cul-de-sac and along one supply of potable water to every lot
side of each street or cul-de-sac within in the subdivision. Individual
one mile of the City Limits at intervals of service lines shall be installed, and
no more than 300 feet; provided, individual connections shall be
streetlights of higher intensity may be made prior to the paving of the
required at intersections with collector street,if possible,
streets or arterial streets.
(7) Grading and storm drainage (10) Sanitary sewer system.
system, (a) Public sanitary sewer accessible.
Where a public sanitary sewer is
(a) The subdivider shall install storm reasonably accessible, the
drainage facilities, including drains, subdivider shall connect with such
3
D.5
Amend Chapters 151, 152 and 166 -
Page 10 of 10
sewer, and each lot within the when a permit for a septic system is
subdivision shall be provided with a granted by the Arkansas
connection thereto. All connections Department of Health.A copy of the
shall be subject to the approval of Arkansas Department of Health
the City Engineer. Individual permit granted for each lot shall be
service lines shall be installed, and provided at the time the application
individual connections shall be is submitted for subdivision or lot
made prior to the paving of the split approval for all lots less than
street if possible. one and one-half acres. Existing
septic systems, sewage disposal
(b) Public sanitary sewer not fields (leach fields), alternate
accessible. Where a-public-sanitary disposal fields required by state law
sewer-is-net-reasenabFy-accessible; and water wells on-site or off-site
the--subdivider-shall-be-required-te within 100 feel shall be shown on
instal4ac-ommunity`s:ag��,nerrq all proposed subdivisions and lot
as-define"y-Aet-402-ef4he-197,7 splits. Indio+dual-sewiGe- ,md
Afka.T s-General ssernbiy eenneatlen ^h..I. -�1i.. nslalle(1-prier
cemplianee-�h ,,��„ of the s reef-if
Department--standards—and possible The inimum-gressaraa
regulat;ons;—provided if--a requiremerit-prescribed--hereby--for
eemmuniby sewage-system-is-net an-4nd4v+duak-sewage-4spesal
reasonably---available or system--shall--net--apply-to--any
economicalty-feasible,----and a subdivision-for-whi&-a.^ ^ppreved
subdivision is proposed so that plat
each lot has a minimum gross area to-duly 6,1-977.
of one and one-half acres, an
individual sewage disposal system (Code 1965,App. C.,Art. III, §A(2), (3);Ord. No.
for each lot may be used; for lots 1979, 2-5-74; Ord. No. 2353, 7-5-77; Ord. No.
having a gross area of less than 2755, 9-1-81; Code 1991, §§ 159.31, 159.32;
one and one-half acres, an Ord. No. 4100, § 2 (Ex. A), 6-16-98; Ord. No.
individual sewage disposal system 4263,8-1-00;Ord.4660,12-21-04)
may be used for each individual lot
4
TITLE XV UNIFIED DEVELOPMENT CODE (EXISTING LANGUAGE)
CHAPTER 158: BONDS AND GUARANTEES
158.03 Maintenance
(A)Installed improvements. An acceptable maintenance bond shall be provided in the
amount of the contract price of the improvement against defects in workmanship
and materials for a period of one year from the date of acceptance of such
improvements. The bond shall be filed with the City Engineer prior to the
acceptance of the improvements by the City.
(B) Stornnwater management, drainage and erosion control. A one (1) year
maintenance bond for the Stormwater management drainage system. The bond
shall run from the date of final acceptance and for a one-year period thereafter. A
walk-through shall be performed at the end of the one-year period and all
deficiencies corrected prior to the release of the bond.
TITLE XV UNIFIED DEVELOPMENT CODE
CHAPTER 158: BONDS AND GUARANTEES
158.03 Maintenance
(A) Installed improvements. An acceptable maintenance bond shall
be provided in the amount of 25% of the total contract price of the
up blit improvements including water, sewer- streets, and the
stormwater management drainage system against defects in
workmanship and materials for a period of wo years from the Deleted:one
date of acceptance of such improvements. The bond shall be filed
with the City Engineer prior to the acceptance of the
improvements by the city._A walk-through shall be performed at
the end of the two-year period and all deficiencies corrected prior
to the release of the bond.
(B) Stormwater management, drainage and erosion control. For Deleted:A one(1)year maintenance
developments in excess of five(5) acres, an acceptable guarantee bond for the stormwater management
drainage system. The bond shall ran
shall be provided in the amount of 100%of the total cost to install from the date of final acceptance and for
the approved erosion&sediment control plan to insure the a one-year period thereafter. A walk-
through shall be performed at the end of
continuation of the proper maintenance of the plan The the one-year period and all deficiencies
guarantee shall remain in place until permanent stabilization has corrected prior to the release of the bond.T
been achieved for the development site.