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HomeMy WebLinkAboutSUB202000094 Review Comments Final Plat 2020-09-01F'A V�RGIN�p' County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA, 22902 Phone 434-296-5832 Memorandum To: Keane Rucker (keanekshimp-en ing eerieg com) From: Cameron Langille, Senior Planner II Division: Planning Date: June 17, 2020 First Revision: August 11, 2020 Second Revision: September 1, 2020 Subject: SUB202000094 St. Francis Avenue Subdivision - Two -Lot Subdivision Fax 434-972-4126 The County of Albemarle Planning Division will grant or recommend approval of the plat referenced above once the following comments have been addressed: [Each comment is preceded by the applicable reference, which is to the Subdivision/Zoning Ordinances unless otherwise specified.] 1. 114-302 (A)(3)] Please revise the label for the existing 50' private ROW easement on TMP 31-7 and 31- 7B. It should state the recorded plat/instrument that created it: DB 1082 pages 640-645. It should also state that it is a private street easement, per DB 1082 pages 640-645. Rev. 1: Comment addressed. 2. [14-302(A)(5)] Please see Engineering comments regarding the SWM forest & Open Space easement. Rev. 1: Comment stands, see Engineering Division review comments below. Rev. 1: Comment addressed, see Engineering Division comments. When the plat and SWM deed are submitted for signatures, please provide the attached version of the deed of easement that incorporates the County Attorney's edits. 3. [14-302 (A)(9)] Revise note 8 so that it states "Lots A and B each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance." Rev. 1: Comment addressed. 4. [14-302 (A)(10)] Revise note 9 so that it states "Lots A and B are each assigned two (2) development rights and when further divided these rights shall not comprise more than [number] acres." Rev. 1: Comment addressed. 5. [14-302(A)(3)] Remove the words "Sant Francis Avenue" from the new 30' private street easement. The new private street easement should simply be labeled " C/L New 30' private street easement." Rev. 1: Comment addressed. 6. [General Comment] Please change the labels for all adjacent properties so that "PID" is stated "TMP." Rev. 1: Comment addressed. 7. 114-302 (B)(1)] Please add a date of last revision to each sheet. Rev. 1: Comment stands. Rev. 2: Comment addressed. 8. [14-302 (B)(5)] State all Zoning Overlay Districts that apply to TMP 31-7 in a note. TMP 31-7 is within the AIA Airport Impact Area Overlay District. Rev. 1: Comment addressed. 9. [14-302 (B)(10)] Add a note stating "The stream buffer(s) shown hereon shall be managed in accordance with the Albemarle County Water Protection Ordinance." Rev. 1: Comment addressed. 10. [14-303 (A)] Please change the owner signature box title to "Statement of Consent to Division." Rev. 1 Please re -title the signature box to "Statement of Consent to Division." Rev. 2: Comment addressed. a. Revise the language in the Statement of Consent to Division so that it states "The platting or dedication of the following described land [insert a correct description of the land subdivided] is with the free consent and in accordance with the desire of the undersigned owners, proprietors and trustees, if any." Rev. 1: Comment addressed. b. Revise the owner name in the owner signature box. It should state "Barry Wood." Rev. 1: Comment addressed. 11. [14-303 (0)] Revise the County signature box so that it is titled "County Approval." Remove all other text currently in the box. Under the signature line, change "Albemarle County Official" to "Agent for the Board of Supervisors." Rev. 1: Comment not fully addressed. The text under the signature line needs to be revised to "Agent for the Board of Supervisors." Rev. 2: Comment addressed. 12. [14-308.1] A Tier 2 groundwater assessment is required since this subdivision proposes to create lots measuring less than 21 acres as stated in Chapter 17, Section 17-1003 (a) of the County Code. Submit payment for the applicable fee of $355.00 with the next plat submittal. Rev. 1: Groundwater assessment fee received and assessment is still in process. The test results will be forwarded to the applicant once completed by the system and this comment will then be addressed. Rev 2: See attached Tier II groundwater assessment. 13. [14-309, 14-310, and 14-4161 Please provide soils evaluations for subsurface drainfields on all lots in accordance with Section 14-309. This information must be included with the submittal of the final plat. Approval from the Health Director for onsite septic and wells is required prior to final plat approval, in accordance with Section 14-310 and 14-416. A copy of the plat has been submitted to the Virginia Department of Health (VDH) for review. Rev. 1: Soils report has been received and transmitted to VDH for review and/or approval. VDH review still underway. Comments or approvals will be forwarded to the applicant upon receipt. Rev. 2: Comment addressed, see attached VDH approval letter. 14. [14-316] The plat has been transmitted to VDOT for review. Rev. 1: VDOT has requested changes, see attached comments below. Rev. 1: See attached VDOT approval letter. 15. [14-317] A maintenance agreement for the proposed private street must be provided by the applicant and reviewed/approved by the County Attorney prior to final plat approval. The maintenance agreement must comply with all requirements of Section 14-317. A template for the maintenance agreement is attached to these review comments. Please complete the applicable sections of the template and submit it with the revised plat for review by staff. Rev. 1: Per applicant comment response letter, the resubmission package included a draft maintenance agreement. However, this document was not contained in the package. Please submit a draft with the next submittal. Rev 2: The maintenance agreement submitted is not in the format of the template. The County Attorney's office has reviewed the draft maintenance agreement, and there appears to be missing sections that are normally in the template. The County Attorney has provided a checklist that specifies all the requirements for the maintenance agreement. Please complete the checklist and re -submit the maintenance agreement and checklist. If there are missing sections in the maintenance agreement, please insert that information which will be forwarded to the County Attorney's office for a final review. Please contact Cameron Langille in the Planning Division by using blanig Ilegalbemarle.org or 434-296-5832 ext.3432 for further information. Albemarle County Engineering Services — Matt Wentland, mwentlandgalbemarle.org — See attached. Virginia Department of Health — Josh Kirtley, Joshua.kirda@vdh.virginia.gov — Approved, see attached letter. Virginia Department of Transportation — Willis Bedsaul, willis.bedsaulgvdot.vir ig nia.gov — Approved, see attached letter. Cameron Langille From: Matthew Wentland Sent: Monday, August 24, 2020 11:09 AM To: Cameron Langille Subject: Planning Application Review for SUB202000094 ST FRANCIS AVE - 2 LOT DIVISION - FINAL . Attachments: SUB202000094 St Francis Ave SWM Deed of Dedication and Easement 08-24-20.pdf The Review for the following application has been completed: Application Number = SUB202000094 Reviewer= Matthew Wentland Review Status = Requested Changes Completed Date = 08/24/2020 This email was sent from County View Production. The attached Deed of Dedication for the SWM facility easements and the SWM Forest and Open Space easements has been reviewed by the County Attorney's Office and will need to be completed and signed. The signature copy will then be routed to the County Attorney's Office for signatures. This document was prepared by: Albemarle County Attorney County of Albemarle 401 McIntire Road Charlottesville, Virginia 22902 Parcel ID Numbers: 03100-00-00-00700 This deed is exempt from taxation under Virginia Code § 58.1-81 l(A)(3) and from Court Clerk's fees under Virginia Code § 17.1-266. DEED OF DEDICATION AND EASEMENT THIS DEED OF EASEMENT, dated this _ day of is by and between BARRY W. WOOD, Grantor, and the COUNTY OF ALBEMARLE, VIRGINIA, a political subdivision of the Commonwealth of Virginia, Grantee. WITNESS: WHEREAS, the Grantor is the owner of that certain real property located in Albemarle County, Virginia, more particularly described as follows: That certain real property shown and designated as "NEW VARIABLE WIDTH SWM FACILITY EASEMENT HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE" and "NEW VARIABLE WIDTH DEQ SWM FOREST/OPEN SPACE EASEMENT 4.005 AC" (collectively hereinafter, the "Easement") on the plat of Commonwealth Land Surveying, LLC., dated May 4, 2020 and revised August 18, 2020, entitled "SUBDIVISION PLAT OF TMP 03100-00-00-00700," (hereinafter, the "Plat") a copy of which is attached hereto and recorded herewith. Reference is made to the Plat for a more particular description of the easement conveyed herein. WHEREAS, the Easement is described further as a portion of that certain lot or parcel of land situated in the Rio Magisterial District of the County of Albemarle, Virginia, designated as TMP 31-7 (hereinafter, the "Property") on a plat by Commonwealth Land Surveying, LLC., dated June 14, 2017 and recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4957, page 75, also being a portion of the same property conveyed to the Grantor herein by deed of the Catholic Diocese of Richmond, Virginia, recorded in said Clerk's Office in Deed Book 4957, page 75; and WHEREAS, the Grantor and the County of Albemarle, Virginia have entered into an agreement entitled "Agreement to Maintain Stormwater Management Facilities and Other Techniques" (hereinafter, the "Maintenance Agreement"), recorded in the Clerk's Office in Deed Version: 05/23/19 Book 5205, page 703, in which the Grantor has agreed to construct and maintain on -site stormwater managementBMP facilities; and WHEREAS, the Maintenance Agreement provides in part that the Grantor gives permission to the County, including its authorized agents and employees, to enter upon the Property and to inspect the stormwater managementBMP facilities whenever the County deems necessary; and WHEREAS, the Maintenance Agreement also provides in part that, if the Grantor, its successors and/or assigns fails to maintain the stormwater managementBMP facilities in good condition acceptable to the County, the County may enter the Property and take whatever steps necessary to repair or otherwise maintain the facilities and to otherwise correct deficiencies. WHEREAS, it is the desire and intent of the Grantor to dedicate, grant and convey an Easement for public use in accordance with this Deed of Dedication and Easement. NOW, THEREFORE, in consideration of the premises and TEN DOLLARS ($10.00), cash in hand paid, and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby GRANT, CONVEY, and DEDICATE to public use with GENERAL WARRANTY and ENGLISH COVENANTS OF TITLE unto the Grantee, its successors and assigns, the perpetual easements as shown on the Plat. The Easement shall be subject to the following: 1. Right of ingress and egress. The Grantee and its authorized agents and employees shall have the right and easement of ingress and egress over the Property to perform all acts that the parties have agreed it may perform under the Maintenance Agreement. 2. Ownership of the facilities. The stormwater managementBMP facilities required to be constructed and maintained by the Grantor under the Maintenance Agreement shall be and remain the property of the Grantor. This Deed of Dedication and Easement shall not be construed to be an assumption of ownership or control by the Grantee over the stormwater management/ BMP facilities subject to the Maintenance Agreement. 3. No obligation on Grantee to inspect or maintain. This Deed of Dedication and Easement shall not be construed as imposing an obligation on the Grantee to repair or otherwise maintain the stormwater managementBMP facilities subject to the Maintenance Agreement. 4. Grantee's right to assign. The Grantee may assign this Easement as its interests may require. 2 Version: 05/23/19 5. Bindin effect. ffect. The Easement and the rights and obligations established herein run with the land in perpetuity, and are binding upon the Grantor, the Grantee, and their successors and assigns. All references herein to the "Grantor" and the "Grantee" include their respective successors and assigns. All references to the "Grantee," when exercising any right or obligation herein, include the Grantee's officers, employees and agents. 6. Termination of Easement. If the Grantor, or its successors or assigns, desires to alter or vacate a portion or all of the Easement(s), the Easement(s) may be adjusted accordingly if the County Engineer has certified in writing that the proposed modifications meet the requirements of 9VAC25-870 et seq. and Chapter 17 of the Albemarle County Code, as the regulations may be amended in the future. In addition to meeting these requirements, the Grantor shall mitigate for any loss of nutrient credit reductions provided in the stormwater calculations for the Property described in the Maintenance Agreement as a result of such alteration or vacation. Upon termination of any portion of the Easement, any residue of the Easement shall remain subject to this Deed of Dedication and Easement. The termination of any portion of the Easement shall be recorded, at the sole expense of the Grantor, in the Circuit Court of Albemarle County upon approval of the Albemarle County Attorney. The Grantee, acting by and through its County Executive, duly authorized by resolution adopted by the Board of Supervisors of the County of Albemarle, Virginia, accepts the conveyance of this property pursuant to Virginia Code § 15.2-1803, as evidenced by the County Executive's signature hereto and the recordation of this Deed. Version: 05/23/19 WITNESS the following signatures. GRANTOR: COMMONWEALTH OF VIRGINIA CITY/COUNTY OF .1l' "III Barry W. Wood The foregoing instrument was acknowledged before me this _ day of by Barry W. Wood. Notary Public My Commission Expires: Registration number: SIGNATURES CONTINUE ON THE FOLLOWING PAGE 4 Version: 05/23/19 GRANTEE: COMMONWEALTH OF VIRGINIA CITY/COUNTY OF COUNTY OF ALBEMARLE, VIRGINIA Jeffrey B. Richardson County Executive The foregoing instrument was acknowledged before me this _ day of by Jeffrey B. Richardson, County Executive, on behalf of the County of Albemarle, Virginia, Grantee. Notary Public My Commission Expires: Registration number: Approved as to Form: County Attorney Date Version: 05/23/19 NT VDHOF'HEALLTTHE Protecting You and Your Environment August 26, 2020 Cameron Langille Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, Virginia 229024596 Albemarle County Health Department 1138 Rose Hill Drive Charlottesville, VA 22903 (434) 972-6219 Voice (434)9724310 Fax RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a Division involving Tax Map 31-7 located in Albemarle County, Virginia. Dear Mr. Langille: On August 20, 2020, the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified above. This letter is to inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia, the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of § 32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by Tom Hogge; Onsite Soil Evaluator Number 1940001091. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, Jib Environmental Health Technical Consultant Thomas Jefferson Health District COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street Commissioner Richmond, Virginia 23219 August 14, 2020 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Cameron Langille Re: St. Francis Ave- Two Lot Subdivision Plat SUB-2020-00094 Review #3 Dear Mr. Langille: (804) 7862701 Fax: (804) 7862940 The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced plan as submitted by Commonwealth Land Surveying, LLC, dated 04 May 2020, and find it to be generally acceptable. If you have further questions, please contact Willis Bedsaul at (434) 422-9866. Sincerely, Adam J. Moore, P.E. Area Land Use Engineer VDOT - Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING TIER II GROUNDWATER ASSESSMENT AdWACounty of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 434-296-5832 1 www.albemarle.org/cdd DATE: 08/13/2020 APPLICATION: SUB 2020-00094 PROJECT NAME: ST FRANCIS AVE - 2 LOT DIVISION - FINAL TMP: 03100-00-00-00700 The pending development on the property affected by the above referenced application number meets criteria outlined in Albemarle County Code Article IV - Groundwater Assessments to warrant a Tier 2 Groundwater Assessment. The following assessment uses the best available sources to outline the various groundwater conditions that could have an impact on this property. Water Quantity # of Wells within .5 Miles of Parcel: 68 Range of Depth of those wells: 0.0 to 565.0 feet Range of Yield of those wells: 0.0 to 60.0 gallons per minute (gpm) Median Yield for Wells in County: 6.0 gpm Water Quality # of Leaking Underground Storage Tanks (LUSTs) within 2000 Feet of Parcel: 7 # of Superfund sites within .5 miles: 0 # of Landfills within .5 miles: 0 Hydroaraohy % of Parcel that Contains Required Stream Buffers: 0.4% Watershed of Parcel (Y/N'): South Fork Rivanna River (Y) 100.0% North Fork Rivanna River -Jacobs Run (Y) 0.0% Geology Bedrock: Blue Ridge basement complex(Ybg) - porphyroblastic biotite plagioclase augen gneiss 100.0% Hydrogeologic Units*: Piedmont Foothills -III 100.0% If you should have any questions, please contact the Community Development Department at 434-296-5832. ' A "Y" indicates that the watershed is a water supply watershed. An "N" means that it is not. 1 Tier II Groundwater Assessment Site Map 0 760 320 480Feet mu APP#• SUB 2020-00094 O Subject Parcel - LUSTS r, TM P: 03100-00-00-00700 O Known Water Wells ® Superfund Sites Map Created by CDD on: 08/13/2020 Water Protection ■ Landfills ***Aerial Imagery from Y2018*** ` Ordinance Buffers 2 *Hydrogeologic Units Defined Taken from the 1213012003 Albemarle County Hydrogeologic Assessment Phase ii — Groundwater Availability and Sensitivity Assessment with Proposed Groundwater Assessment Standards. Prepared by ENSAT Corporation, Culpeper, VA. The process of investigating groundwater availability at the County -wide scale involved identifying distinct hydrogeologic units and comparing the units based on groundwater availability characteristics for which data could be obtained. Each hydrogeologic unit shares some common characteristics with regard to geology, soils, and topography, although there is quite a bit of variability within each unit. Nine hydrogeologic units were identified across the County, as follows, and as shown on the Albemarle County Hydrogeologic Unit Map (Figure 2). 1. 2. 3. Figure 2 - Albemarle County Hydrogeologic Unit Map Blue Ridge West-IW: This unit lies primarily on the steep eastern slopes of the Blue Ridge Mountains and is dominated by the Myersville and Parker Soils, and to a lesser extent the Chester. Slopes range from 2-60%. These soils are residual in nature. The Myersville soils are derived from weathered volcanic metamorphic rocks (greenstone) and Parker and Chester soil series are derived from weathered granite and granite gneiss. These soils are considered to be relatively deep and well drained. Blue Ridge East-IE: The Blue Ridge East unit overlies volcanic greenstone rock and represents the eastern limb of the Blue Ridge Anticlinorium. The area is characterized by the presence of a prominent ridge and trends generally northeast within the otherwise rolling piedmont landscape. Portions of this ridge are known locally as Green Mountain, Carters Mountain, and the Southwest Mountains. This area is dominated by the Rabun and Myersville soils and to a lesser extent, the Catoctin. The Rabun soil series is deep and well drained and like the Myersville soil series is formed from weathered greenstone. The Catoctin soil series is considered to be moderately deep and well drained and is also formed from weathered greenstone. Colluvial Fans -II: The Colluvial Fan unit lies at the base of the eastern slopes of the Blue Ridge Mountain and is characterized by relatively steep drainage swales that extend to more gradual sloping conditions. The area includes a series of intermittent drainages that include ephemeral drainage ways. Many of the intermittent drainages become perennial streams as this area includes stream bottom valleys. A significant portion of the unit area consists of transported soils including the Braddock and Thurmont. These soils are formed in colluvial and alluvial materials found on colluvial fans and terraces and are the product of weathered granite, granodiorite, granite gneiss, and greenstone. Both of these soil series are deep and well drained with slopes ranging from 2-25%. Residual soils including the Hayesville and the Chester are also abundant. These soils are also deep and well drained and are formed on upland slopes from weathered products of granite and granite gneiss. Slopes of these soils typically range from 2-45%. Bedrock geology consists largely of metagranitic rock of the Blue Ridge Basement Complex and metasedimentary, metaconglomerate and phyllite of the Swift Run Formation. The accumulation of transported soils (colluvial and alluvial) can form "cappings" over residual soils and parent material, which can add to the overall thickness of the overburden. 4. Piedmont Foothills -III: The Piedmont Foothills unit is characterized by rolling upland to relatively steep topography. Soils within this area dominated by the Hayesville, Ashe and Chester soil series which are moderately deep to deep, and generally well drained. These soils are found on the piedmont upland and foothills of the Blue Ridge Mountain on slopes ranging from 2-45%. These soils are formed from weathered granites and meta -granites of the Blue Ridge Basement complex. The Piedmont Foothills area is bifurcated by Hydrogeologic Unit IV (Lynchburg). 5. Lynchburg -IV: The Lynchburg unit is characterized by a relatively narrow band that trends in a northeast direction and includes a relatively long segment of the Mechums River valley. Soils within this unit are dominated by the Hazel and to a lesser extent by the Elioak and Glenelg soils. The Hazel soil series are moderately deep and well drained and are formed in the weathered products of metagraywacke sandstone and mica schist. Hazel soils lie on uplands and their slopes range from 7- 45%. The Elioak soil series are deep and well drained and are formed in the products of weathered micaeous metamorphic rock. Slopes of the Elioak range from 2-25%. The Glenelg soils are also deep and well drained and are formed in the weathered products of quartz mica schist. Slopes of the Glenelg range from 2-45%. The area is underlain primarily by the Lynchburg Formation and/or the Mechums River Formation which consists largely of metagraywacke, meta sandstone, and graphitic schist. 6. Ragged Mountain-V: The Ragged Mountain unit is characterized by mountainous terrain located in the southwestern portion of the County and is underlain by the metagranitic rocks of the Blue Ridge Basement Complex. The soils in the area are dominated by the Chester, Hayesville, Ashe, and Parker soil series. These soils are derived from weathered granite and granite gneiss and are deep and excessively well drained. These soils range in slope from 2-45% with some slopes up to 60 percent in the Parker soils. 7. Candler -VI: The Candler unit is underlain primarily by the Candler formation. Bedrock geology includes phyllites and to a lesser degree laminated metasiltstone. Soils underlying the unit area are dominated by the Manteo and Nason series. Manteo soils are shallow and somewhat excessively drained. The Manteo soils are formed in the weathered products of sericitic schist/phyllite on uplands and range in slope from 2-45%. The Nason soil series are deep and well drained and are also formed in the weathered products of sericitic schist/phyllite. The Nason soils are formed on uplands and range in slope from 2-25%. 8. Newark Basin-VII: The Newark Basin unit is characterized by low relief topography, which exists over Mesozoic basin geology. The unit is underlain by the Newark Supergroup which consists of sandstones, siltstones, and shales. Soils within this area are dominated by the Totier, Rapidan, and Penn series. The Totier soil series are deep and well drained and are formed from weathered Triassic red shale. These soils are found on uplands and range in slope from 2-15% deep to moderately deep and well drained. Slopes range from 2-25%. The Rapidan soil series are also deep and well drained and are formed in weathered products of Triassic conglomerate. The Rapidan, like the Totier, are found on uplands and range in slope from 2-25%. The Penn series are moderately deep and well drained and are formed from the weathered products of Triassic red shale. The Newark Basin hydrogeologic unit includes the Scottsville Basin located in the southern portion of the County and much smaller area of the Barboursville Basin located in the northern portion of the County. 9. Piedmont Proper-VIII: The Piedmont Proper unit is characterized by gently rolling piedmont topography. The bedrock geology underlying the unit is mapped as Metagraywacke, quartoze schist, and melange. Soils in the unit area are dominated by the Nason and the Manteo in nearly equal percentages. Although these same soils also dominated the Candler unit, it should be noted that the Manteo soils were nearly twice as prevalent as compared to the Nason. Manteo soils are shallow and somewhat excessively drained. The Manteo soils are formed in the weathered products of sericitic schists/phyllites on uplands and range in slope from 2-45%. The Nason soil series are deep and well drained and are also formed in the weathered products of sericitic schist. The Nason soils are formed on uplands and range in slope from 2-25%. 10. Barboursville -IX: This unit exists in only a small portion of the County at the area where Route 20 enters Orange County. Evidently this hydrogeologic unit was small enough that it did not factor into the ENSAT report and therefore does not have a description like the other units. You can see an unlabeled delineation of this unit in the map (Figure 2) along the northern County boundary near the right-hand side. 0 Review of Private Improvement Maintenance Instrument (Albemarle County Code § 14-317) RE: SUB Identify the specific provision(s) of the proposed Private Improvement Maintenance Instrument that meet each of the following requirements of Albemarle County Code § 14-317(A: 1.Identify the plat to which the instrument applies; if the plat has been recorded, the identification shall include a deed book and page number. 2. State that the improvement will be maintained in perpetuity. 3. State that the improvement will be maintained to a standard that, at a minimum, ensures that it will remain in substantially the condition it was in when approved by the county if the improvement was installed prior to the agent signing the plat or the condition it is to be in when the surety was released as provided in section 14-436; for a private street, shared driveway, or alley, the instrument also shall state substantially as follows: "The travelway shall at all times be maintained so that it is safe and convenient for passenger automobiles and emergency vehicles at all times except in severe temporary weather conditions." 4.If the instrument pertains to the maintenance of one or more private streets, alleys or shared driveways, it shall define "maintenance" by stating substantially as follows: "For purposes of this instrument, `maintenance' includes the maintenance of the private streets or alleys, and all curbs, curbs and gutters, drainage facilities, utilities, dams, bridges and other private street improvements, and the prompt removal of snow, water, debris, or any other obstruction so as to keep the private street or alley reasonably open for usage by all vehicles, including emergency services vehicles." 5.Describe the condition of the improvement when it was approved by the county if the improvement was installed prior to the agent signing the plat or the condition it is to be in when the surety was released as provided in section 14-436. 6.Identify the timing or conditions warranting maintenance of the improvement. 7.State a means to collect funds necessary for the cost of maintaining the improvement; at a minimum, the means stated shall include the right of any landowner subject to the instrument to record a lien against a non-contributing landowner, to bring an action at law to collect the funds, or both. 8.Describe how maintenance costs will be prorated among the landowners subject to the instrument (e.g., "equally," or on a percentage basis); if any lot within the subdivision may be further divided, the instrument shall also describe how maintenance costs will be prorated among the landowners after division. 9. State substantially as follows: "No public agency, including the Virginia Department of Transportation and the County of Albemarle, Virginia, will be responsible for maintaining any improvement identified herein."