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the right to deny access to developers requesting to connect to the wastewater treatment system if treatment plant capacity does not exist. If treatment plant capacity exists, but sanitary sewer or appurtenance capacity does not exist, the County shall require the developer to upgrade the necessary sewers or appurtenances to allow connection into the wastewater treatment system. 4.8.0 GRAVITY SEWERS VS. LOW PRESSURE SEWERS Developers requesting permission to install low pressure sewer mains shall submit a written request to the Sanitary Engineer for approval prior to completing preliminary plans and specifications. In addition to the written request, the developer shall submit a fifty (50) year cost effective analysis between the installation of gravity sewer mains/appurtenances and low pressure sewer mains/appurtenances if the County's general plan for the street/area does not specify pressure sewers. The study shall be completed by a professional engineer. If the study is approved by the Sanitary Engineer, the developer may continue the design of using low pressure sewer mains and grinder pumps. 4.9.0 SIZING SANITARY SEWERS The minimum diameter pipe sizes for sanitary sewers shall be as specified in the Construction Specifications Manual. The established minimum gravity sewer main diameter shall be eight (8) inches unless specifically approved by the Ohio E.P.A. The criteria for sizing pressure sewers, if approved, shall be submitted by the design engineer and reviewed by the Sanitary Engineer for approval. 4.10.0 SUBDIVISION PLAT REQUIREMENTS Prior to the Sanitary Engineer signing a subdivision plat, the following conditions shall be met by the developer if the sanitary sewer improvements are to be dedicated to the Board of Commissioners for public use: 1. All sanitary sewer improvements shall be installed and operational; or, a performance/maintenance bonds (or escrow in lieu of bonds) shall be executed by the developer in agreement with the Board of Commissioners. 2. The following dedication language shall be on the plat: , as owner, hereby dedicates the sanitary sewer mains (within the platted area) to the Board of County Commissioners of Ottawa County, Ohio, exclusively to public use this day of , 20____ .
4.11.0 RESIDENTIAL GRINDER PUMPS FOR LOW PRESSURE SEWER MAIN AREAS 4.11.1 Ottawa County Sewer District: Developers and property owners connecting new structures to low pressure sewer mains or force mains shall be responsible for purchasing and installing County specified grinder pumps and appurtenances (see Section 4.12.2 for Portage/Catawba Island Sewer Sub-District policies). The County will assume ownership, operations, maintenance, and future replacement of the grinder pump and control panel after installation providing that the grinder pump meets County specifications and the property owner grants an easement to the County for $1.00. The easement shall be a 10 foot diameter circle around the grinder pump and it shall provide access to the grinder pump and electrical control panel. During the installation process, the County shall only be responsible for physically connecting the installed (by the property owner) control wires to the grinder pump and to the energized (by the property owner) control panel along with inserting the pump core and pump start-up procedures. The property owner shall have all other work completed in accordance with State and local codes prior to the County completing their responsibilities. 4.11.2 Portage/Catawba Island Sewer Sub-District: Developers and property owners connecting new structures to low pressure sewer mains shall be responsible for purchasing and installing County specified grinder pumps unless all of the following conditions are applicable to the new structure and the property: (Resolution 94-03 and subsequent amendments) a. The new structure is a single family dwelling; and, b. the vacant lot was in existence on September 29, 1989; and, c. the vacant lot was assessed by the County under the original PCI assessment role; and, d. the vacant lot had a property status multiplier factor of either 0.5, or 0.25; and, e. the vacant lot is serviced by a low pressure sewer main installed by the County as part of the original project; and. f. the property owner grants an easement to the County for $1.00. If all of the above referenced conditions are applicable, the County will either supply a grinder pump or reimburse the property owner for a County specified grinder pump. The County's cost for said grinder pump shall not exceed $3,500.00. Any cost for the grinder pump and appurtenances above and beyond $3,500.00 shall be paid by the property owner. Larger vacant lots which meet the above conditions and are split at a later date shall only receive one (1) grinder pump or credit from the County for the original lot area. The property owner making (granting) the property split shall submit, in writing, to the Sanitary Engineer which split lot he/she would like the grinder pump or credit issued.
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OTTAWA COUNTY SEWER DISTRICT WASTEW
Page 3 and 4:
HISTORY OF THE RULES AND REGULATION
Page 5 and 6:
RESOLUTION NO. 96-74 A RESOLUTION A
Page 7 and 8:
RESOLUTION NO. 91-89 A RESOLUTION E
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Voting aye thereon: Darrell W. Opfe
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January 9, 1986 IN THE MATTER OF AU
Page 13 and 14:
RESOLUTION NO. 05-95 RESOLUTION CRE
Page 15 and 16:
I, Rhonda Slauterbeck, ClerkIAssist
Page 17 and 18:
C H A P T E R I 1.0.0 DEFINITIONS -
Page 19 and 20:
system (including building drains a
Page 21 and 22:
1.43.0 "SANITARY ENGINEER" shall me
Page 23 and 24: C H A P T E R II 2.0.0 GENERAL COND
Page 25 and 26: shall discontinue service and will
Page 27 and 28: C H A P T E R I I I 3.0.0 WASTEWATE
Page 29 and 30: 3.3.0 INFILTRATION AND INFLOW (I/I)
Page 31 and 32: m. Sanitary Sewers - A conduit inte
Page 33 and 34: c. Where the wet peak (metered) san
Page 35 and 36: i. Upon the approval of the Sanitar
Page 37 and 38: 3.4.0 PROHIBITED DISCHARGES 3.4.1 N
Page 39 and 40: e incompatible with the treatment w
Page 41 and 42: and file with the Sanitary Engineer
Page 43 and 44: (See Section 3.10.0 for a current l
Page 45 and 46: 3.10.0 FEES AND CHARGES All applica
Page 47 and 48: Johnson’s Island Properties $ 2,8
Page 49 and 50: the revenue collected to repay the
Page 51 and 52: may remain connected after the expi
Page 53 and 54: of the total wastewater loading of
Page 55 and 56: Swimming Pools (w/no shower facilit
Page 57 and 58: EQUIVALENCY FACTOR DEFINITIONS * To
Page 59 and 60: LAUNDRIES (coin operated) A buildin
Page 61 and 62: ALLEN/CLAY SEWER SUB-DISTRICT: The
Page 63 and 64: 3.11.5.7 After 4:30 p.m. on the day
Page 65 and 66: stated above. The signed permit sha
Page 67 and 68: 2. Pay a permit fee and a re-establ
Page 69 and 70: d. Excess revenue collected from a
Page 71 and 72: connection). The County shall reser
Page 73: County’s administrative cost to c
Page 77 and 78: O T T A W A C O U N T Y WASTEWATER
Page 79 and 80: O T T A W A C O U N T Y WASTEWATER
Page 81 and 82: EQUIVALENCY FACTORS CA'I'EGORY . Si
Page 83 and 84: YOUTH AND RECKEATION CAMP - Equival
Page 85 and 86: . Single family home located on cor
Page 87 and 88: 4. .4 lot is non-buildable if there
Page 89 and 90: CATEGORY Single Family Residence Ap
Page 91 and 92: YOUTH AND RECREATION CAMP - Equival
Page 93 and 94: . Single family home located on com
Page 95 and 96: ION CAPITAL CHARGE In addition to t
Page 97 and 98: OTTAWA COUNTY SANITARY ENGINEERING
Page 99 and 100: PAYMENT AGREEMENT I, AGREE TO PAY T
Page 103 and 104: DISCONTINUATION OF SERVICE AND BILL
Page 107 and 108: PAYMENT AGREEMENT I, AGREE TO PAY T
Page 109 and 110: I/I Enforcement Flow Chart A proper
Page 111 and 112: 3. The Property Owner will contract
Page 113 and 114: CONNECTION CHARGES DEFERRAL A G R E
Page 115: PAGE 3 of 3 EXHIBIT “A” OTTAWA
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