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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. WL-12 CCMemo Mai08 N 3 n N N (� (vjl o V O 3 N _ � co O •6 Q7 (a 7 O C 'Tin N ao O c 3 x m D ch a Z I N 3 �• K N N n m O 7 m R A N n m m m a 0 o f O N � a 7 d n m' m v c 0 x 3 � � o W �7 Q. m o m 0 0 N 3 m C r 3 N �L O Z 3 O• m � � y r o to N r a ' o c ca w O a O c a 0 N a O tt� n m a _- " O (� /may W O ....� �✓ 1 ` 03 y M1 4 v OL � Q e Q C 0 C) o o 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 NORTH ST 1: r II.PERSIMMON;ST - 'MAPLE S7.¢ W I, 1 I y tl w lx - -=,S i z QIQKSQN.STw -- W-13A . 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YRo 1 1 W-20 ; I 0 U 1 _ 1 W W32 I I 74 0 1,875 3,750 7,500 11,20 - Feel NORTH 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.