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Home My WebLink AboutSUB202000219 Review Comments Final Plat 2021-03-30County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA, 22902 Phone 434-296-5832 Memorandum To: David Linke, PO Box148, North Garden, VA 22959 Wendall McDaniel, 3073 Burnley Station Road, Barboursville, VA 22923 From: Cameron Langille, Senior Planner II Division: Planning Date: January 11, 2021 First Revision: March 30,2021 Subject: SUB202000219 McDaniel Two -Lot Division — Final Plat 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.] [General Comment] Please remove note # 12 from Sheet 1. This note is only required on family subdivision plats, and this application is not a family subdivision. Rev. 1: Comment addressed. 2. 114-302 (A)(1)] Please revise the title of the plat on Sheets 1 and 2. This is not a family subdivision, this is a two -lot subdivision of TMP 21-30. Rev. 1: Comment addressed. 3. [14-302 (A)(2)] Please add a scale to the vicinity map. Rev. 1: Comment addressed. 4. [14-302 (13)(1)] Please add a date of last revision to the plat. Rev. 1: Comment addressed. 5. [14-303 (0)] Please remove the signature panel for VDOT from Sheet 1. VDOT does not sign plats, only the agent for the Albemarle County Board of Supervisors does. Rev. 1: Comment addressed. 6. [14-308.1] This subdivision requires a Tier II Groundwater Assessment prior to approval. Fees for Tier II assessments are $355.00. This fee has not yet been paid, and the County will not initiate the assessment until the fee has been submitted. Please pay the fee with the resubmission of the revised plat. Results of the assessment will be forwarded to the applicant once completed. Rev. 1: Comment addressed, please see attached Tier II Groundwater Assessment results. 7. [14-309, 14-310, & 14-4161 The OSE/PE report prepared by Thomas G. Hogge has been forwarded to the Virginia Department of Health for review. Comments or approvals from VDH will be forwarded to the applicant upon receipt. Rev. 1: Comment addressed, see attached VDH approval letter. 8. [14-316] The plat has been forwarded to the Virginia Department of Transportation for review. Comments of approvals from VDOT will be forwarded to the applicant upon receipt. Rev. 1: Comment addressed see attached VDOT annroval letter. Please contact Cameron Langille in the Planning Division by using blanig lle&albemarle.org or 434-296-5832 ext.3432 for further information. Comments from Other Reviewers: Virginia Department of Health (VDH) — Alan Mazurowski, alan.mazurowski&vdh.vir ig nia.gov — No objection, see attached. Virginia Department of Transportation (VDOT) — Adam Moore, adam.moore@vdot.vir ig nia. gov — No objection, see attached. Nt�,+E Ntts Blue Ridge Heath Dlshkf VIRGINIA DERARi MEN? DE HEAOi e . `o CNARIO�E February 10, 2021 Mr. Cameron Langille Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Chor101lesvYle(Alber rie Health Depa "nt 1138 Rose HIA Drive Chai011esAle. VA 22903 Ofte 434-972-6200 1 lux 434-972-4310 RE: Review of Proposed Onsite Sewage Disposal System Locations McDaniel Final Plat SUB202000219 Tax Map #: 21-30 Mr. Langille: The County of Albemarle has requested the Virginia Department of Health (via the Charlottesville/Albemarle Health Department) review the proposed subdivision plat identified above. This letter is to inform you that the above referenced subdivision is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia, the Sewage Handling and Disposal Regulations, and the local ordinances of Albemarle County. 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 Onsite Soil Evaluator (OSE) or a Professional Engineer (PE) working in consultation with an OSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: Mr. Thomas G. Hogge, OSE License #: 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. Sincerely, Alan Mazurowski Environmental Health Supervisor Blue Ridge Health District COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street Commissioner Richmond, Virginia 23219 January 14, 2021 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Cameron Lanille Re: SUB-2020-00219- McDaniel, TMP421-30-Family Division Plat Review# 1 Dear Mr. Langille: (804) 7862701 Fax: (804) 7862940 The Department of Transportation, Charlottesville Residency Transportation and Land Use Section has reviewed the McDaniel, TMP#21-30-Family Division Plat, dated May 01, 2020, as submitted by Virginia Landcraft, LLC, Land Surveying, and find it to be generally acceptable. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the VDOT Charlottesville Residency Land Use Section at (434) 422-9399 for information pertaining to this process. If you have further questions, please contact Willis C. Bedsaul at 434-422-9866. Sincerely, Adam J. Moore, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING TIER II GROUNDWATER ASSESSMENT AdftkCounty of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 434-296-5832 1 www.albemarle.org/cdd DATE: 02/04/2021 APPLICATION: SUB 2020-00219 PROJECT NAME: MCDANIEL - FINAL TMP: 02100-00-00-03000 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: 29 Range of Depth of those wells: 0.0 to 505.0 feet Range of Yield of those wells: 0.0 to 30.0 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: 0 # of Superfund sites within .5 miles: 0 # of Landfills within .5 miles: 0 Hydroaraohy % of Parcel that Contains Required Stream Buffers: 9.8% Watershed of Parcel (Y/N'): Preddy Creek (N) 100.0% Geology Bedrock: Lynchburg Group(Zlm) - metagraywacke 100.0% Hydrogeologic Units*: Lynchburg -IV 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 21-29D i 21-29A 21-29C 21_29.B-1Y��I- gq1 21-29E 21-29A1 21-27 B 21-31 B 21-27C 21-30 21 A--OE-1 O 21 A--OE-2 21 A--OD-2 21 A-2 21-23 Tier II Groundwater Assessment Site Map ° 700 200 300 Feet APP#: SUB 2020-00219 O Subject Parcel - LUSTS TM P: 02100-00-00-03000 O Known water wells A Superfund Sites Map Created by CDC, on: 02/04* 2021 water Protection ■ Landfills Aerial Imagery from Y2018 n 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