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HomeMy WebLinkAboutACSA200600002 Executive Summary 2007-04-04 COUNTY OF ALBEMARLE EXECUTIVE SUMMARY AGENDA TITLE: ' AGENDA DATE: Mc Daniels Property— Request to amend the April 4, 2007 Albemarle County Service Authority Jurisdictional Area ACTION: X INFORMATION: SUBJECT/PROPOSAL/REQUEST: CONSENT AGENDA: Request for public hearing to amend the ACTION: X INFORMATION: Jurisdictional Area Boundary to provide sewer service to Tax Map 32, Parcel 25B located at 2929 Proffit Road between River View Farm Road and Terrybrook Drive STAFF CONTACT(S): ATTACHMENTS: Yes Messrs. Tucker, Foley, Davis, Cilimberg, Benish; Ms. Arnold REVIEWED BY: LEGAL REVIEW: Yes BACKGROUND: The applicant is requesting ACSA Jurisdictional Area designation for water and sewer service to one parcel totaling approximately 2.092 acres located at 2929 Proffit Road between River View Farm Road and Terrybrook Drive. The property is located entirely within the Rural Areas in the Rivanna Magisterial District.The parcel is currently served by water only with the applicant requesting the addition of sewer service. Terrybrook residential subdivision, immediately to the north of this parcel,was identified in February of 1975 as non-conforming under regulations for receiving public sewer and water. In the 1970's, due to a minimum lot size of 40,000 square feet with RS-1 zoning, public water was deemed necessary for the subdivision. No public sewer was provided at that time. Parcels adjacent to the subject parcel to the north and west are located in the Rural Areas and are designated "water only". Immediately to the south across Proffit Road is the Hollymead Development Area,with parcels designated for public water and sewer. Adjacent and to the east is Rural Areas land that is not designated for public water and sewer. Because of a failing drain field, the applicant has requested to connect to public sewer. The applicant has indicated that the site has adequate area and soils to support a new septic drain field, but they prefer to connect to the public sewer system. The applicant has provided a copy of an expired Septic Tank-Soil Absorption System Repair Permit from the Virginia Department of Health indicating an approved plan to repair the existing septic tank/pump and to relocate the drain field; the permit has remained unused and was allowed to expire. The permit requires the applicant to hook up to public water prior to constructing the new drain field; the parcel was connected to public water on December 28, 2005. The Department of Health has indicated the permit for the new drain field can be renewed at the request of the applicant at any time. The applicant has not demonstrated a danger to public health and safety necessary to justify the extension of public sewer service to this parcel. The parcel is located in the Rural Area. In addition, adequate area and soils are present on this parcel for the required septic system. For these reasons, connecting this parcel to public sewer would be inconsistent with County utility policies. STRATEGIC PLAN: 2.2 Increase the quality, supply, and protection of the County's water resources. DISCUSSION: The subject parcel is located in the Rural Areas on the north side of Proffit Road adjacent to the boundary of the Hollymead Development Area. This region is divided into two major watersheds by a ridgeline running along Proffit Road(Route 649). Rural Area land to the north of Proffit Road (Route 649) drains into the North Fork of the Rivanna River. Development AGENDA TITLE: Mc Daniels Property— Request to amend the Albemarle County Service Authority Jurisdictional Area April 4, 2007 Page 2 Area land to the south of the ridgeline drains into the Powell Creek system which eventually leads into the South Fork of the Rivanna River. Water treatment for this parcel and the adjacent development area is provided by the North Fork Rivanna River treatment plant with storage provided by the Piney Mountain storage tank. Sewer service for the adjacent Development Area on the south side of Proffit is served by the Powell Creek sewer line which serves the Jefferson Village subdivision. Service to this property would require the extension of service across Proffit Road. The cost for this extension would be the responsibility of the property owner. The Comprehensive Plan provides the following concerning the provision of water and sewer service to the Rural Areas: "General Principle: Urban Areas, Communities, and Villages are to be served by public water and sewer(p. 114)." "Provide water and sewer service only to areas within the ACSA Jurisdictional Areas (p. 130)." "Follow the boundaries of the designated Development Areas in delineating Jurisdictional Areas (p.130)." The Utilities section of the Comprehensive Plan(page 129)includes the following recommendations regarding changes in the Jurisdictional Area outside of the Development Areas: "Only allow changes in jurisdictional areas outside of designated Development Areas in cases where the property is: (1) adjacent to existing lines; and (2) public health and/or safety is in danger." The Comprehensive Plan recommends serving only the Development Areas with public water and sewer service. This parcel is located outside the Development Areas. Designating this parcel as part of the ACSA Jurisdictional Area for public water and sewer service would not be consistent with County policy, particularly with the presence of adequate soils and surface area needed to support a new septic drain field. There is no documentation of a health or safety issue necessitating the use of public service to alleviate a health or safety danger. BUDGET IMPACT: The property owner would bear the costs for water and sewer hook-up. RECOMMENDATIONS: This request is not consistent with the policies of the Comprehensive Plan for the provisions of sewer service outside of the designated Development Area. No verification of endangerment to public health and safety has been provided which necessitates the use of public sewer service to alleviate a health or safety danger. Based on this information, staff does not recommend approval of this request and does not recommend that this be set for a public hearing. ATTACHMENTS A— Mc Daniels ACSA JA request Attachment A; context B— Mc Daniels ACSA JA Attachment B; JA designations C—Mc Daniels ACSA JA Attachment C; Septic Tank-Soil Absorption System Repair Permit mac • a • , ! ti..� * .,' ; v l ./• , _ t �,!o �..� cs�n wj w i'.. �. , L T AB . .i-Y♦ t�a^ i/ .411 h ii. I $ivk' ,r'4_,-y, .. ♦ w+t. _ r•, r x r s'. 4 `f •I',^4 A.4'" w "r.._.Z. 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I Septic Tank-Soil Absorption System air Permit Minimum Pump Capacity: �0 GPM Health Department ID Number: 101 -0140 I Minimum Pump Cycle Time mins., secs. 1 ' Owner/Agent Information Maximum Pump Capacity: GPM Owner: McDaniel,Donnie Static Head: feet 1 2929 Profit Road Friction Head: feet at gallons/minute INSTALL ON CONTOUF Charlottesville,VA 22901 !� Total Dynamic Head: feet at gallons/minute I Owner Phone: (434)882-2225 ,. I Force Main Shall be SCH.40 PVC Pressure Pipe with Pressure Fittings. , , 1 Location Information l X I Pump Must Provide 20 Gallons per Minute at System Head. �FSTE 8 80 X3 LINES I (J�J SG i Property Address: 2929 Profit Road 1 r Tax Map: 32.25E I s•MOW OPOOG I EXIST TANK 9r CENTERSDP 'Locality: Albemarle y��.r — 4- DEEP Directions: 29 North to Profit R d;1 mile on h wet•rprmt Junction cox —s.al SOL•Weal tag I / EXIST.WELL TO BE ABAND e D 'General information f sews rank System Type:septic tank effl ant a dreinfleid Flow:750 gallons raIN ■AND HOOK-UP TO PUBL W ER BEFORE SYSTEM IS INS Or Ga Type of Property:Residential Nu bar of Bedrooms:5 maximum wa Ivt• • ADD 750 POWER P E E Sewer Line \ I Distribution Box information - Conduit—i I' . PUt1PTANKNI' • 3"or 4"Sch.p0 PVCior qulva4ent No.of Boxes:1 I E I(cleanoutsirdquired it 50 o 60 intervals) No.of Outlets:12 I I I Convel rice Lffl�r�ceWain informatlor> -n Header Line information MethoOijEnhancpd PIb# \ ASTM F405 pipe or better (1500 k crush or equivalent) PVC � R Material Press fe typg with pregsure-tyd�„joirTfs Minimum slope 2'per 100 matSia r«G sl••v• yy ` 6 s Y.t 3Ckr INVERT OF INLET [ 1 p� I I I i - ,~p Pipe DiametsBl*2' — „ Slope' onlytno 6'per „ MAXIMUM USABLE VOLUMES-a 1• - `•� � P ump -.r MINIMUM U4 DAY STORAG'c ► rrw acNu Ru ln;e 1 Septic Tank Outlet Struct '. Percolation Lines and Absorption Area '_ ' Poupl InB s sist i Capacity:750 gallons • Slope:2.4' per 100' HIGH WATER ALARA�► ••• •••••••••••••• •••••••••••p The inlet structure shall be 1• cli s her than the outlet Percolation lines:4"diameter 3' 1 ken- structure and shall extend 6-8 InGI Ow and 8•10 honesPUMP ON ► ••—••--••• ••••••••--••�IJ • "—Urinate Centerllto n pr Spacing:9' (J Check Val ye SAT.DISH above the normal liquidnolevel. The o structure ashall extend Installation Depth:42" PUMP CYCLE DOSEIF USING CHAMBER SYSTEM,OK TO START FIRST LINE BELOW DISH 35•d0%below the normal uid level end&1U Inches above Depth of Aggregate:13", Size of aggregate:0.5.1.5' the normal liquid level. y with se maintenance Total Number of Laterals:8 Weep Note requirements of 12 VA 5• 17 the septic tank must be PUMP OFF a 'provided with one of th oil 'hp three options:1)Inspection Laterals to be 80'long, x 3'wide ••••••••••• •--- port,2)EHI nt filter,3) uced maintenance tank Install 1920 Square Feet Total I Li Reserve area required:100% I PUMP TO BE SUBMERGED f AT ALL TINES Pumpl Please e. v v i, • rc\if tN( This sewage disposal system construction permit is null and void If conditions a►e changed from those ` s� ‘1, shown on the application or construction permit. No part of any Installation may be covered or used untilInspected,corrections made if necessary and the system is approved. The Inspection will normally be made \iii by the system designer,who may be an AOSE,PE,or EHS. Any part of any installation which has been covered prior to approval shall be uncovered,If necessary,upon direction of the Department or the system 4' 4 Sys emrD g By: ; Site Evaluation By:William A.Craurt 16 0RECEIVED44 • �' March 05 S Exp at or 23.n Date � e FEB 2 2 2001 William A.C im Issue Date �1 r COAAMUN''' D�LOPMENT