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SE202200041 Staff Report 2019-12-18
COUNTY OF ALBEMARLE TRANSMITTAL TO THE BOARD OF SUPERVISORS SUMMARY OF PLANNING COMMISSION ACTION AGENDA TITLE: AGENDA DATE: December 18, 2019 Special Exception Request — disturbance of critical slopes and modification of a building site STAFF CONTACTS: for TMP 63-19E Filardo, Benish, Nedostup, Kanellopoulos SUBJECT/PROPOSAL/REQUEST: PRESENTER: Special Exception request for disturbance of Tori Kanellopoulos, Planner critical slopes and modification of a building site to construct a single-family residence per §18-4.2.3(a). SCHOOL DISTRICTS: Stony Point (Elementary School); Burley (Middle School); Monticello (High Schoo BACKGROUND: The Board of Supervisors referred this item to the Planning Commission on October 16, 2019. The Board requested that the Planning Commission review this request and directed staff to provide an analysis of the following information: a clearer timeline of when logging activities occurred, more information on the drainfield feasibility of the two possible building sites, more information on mountain resources per the Comprehensive Plan, and whether this parcel is within designated mountain resources per the Comprehensive Plan. This information is included as Attachment AT At its meeting on November 19, 2019, the Planning Commission voted to recommend approval of the special exception request with conditions. The Planning Commission's staff report is attached (Attachment A). The Planning Commission minutes and action letter are not yet available at this time. DISCUSSION: The Planning Commission voted 6-0 (Commissioner Firehock absent) to recommend approval of the special exception request with the conditions set forth in the staff report. The Planning Commission did not request any changes. There have been no revisions to the application or the conditions. The Planning Commission discussion included County regulations for timbering, which is a by - right use in the Rural Area Zoning District. Commissioners inquired about residential versus agricultural uses and disturbance of critical slopes in the Rural Area. Staff responded that residential uses, site plans, and building permits all are subject to critical slopes regulations. Agricultural uses and structures are not subject to these regulations. A concern of the Commission was the potential for other parcels in the Rural Area to use agricultural uses to clear land, and then construct dwelling units in critical slopes areas. Staff responded that this particular parcel has many unique features, including its topography, approval prior to the Water Protection Ordinance stream buffers, the loss of a building site since the parcel was originally approved, the availability of a location outside of critical slopes that is also at the top of a hill, and issues with drainfield suitability. Staff believes that this particular project does not set a precedent, and these types of applications themselves are uncommon. Several Commissioners wanted to highlight that the applicant has been working with the County throughout the process for constructing their house, even prior to applying for the special exception request. Commissioners found it to be favorable that the applicant has coordinated with the County on erosion and sediment control measures (many of which are voluntary) and on the permits needed for approval to construct the house. When the Planning Commission voted, three members (Spain, More, Bivins) recommended approval with no additional input. Three members (Keller, Riley, Dotson) recommended approval and noted the concern for the potential of other parcels in the County to use by -right agricultural uses to disturb critical slopes to then build dwelling units at preferred locations. RECOMMENDATIONS: Staff recommends that the Board adopt the attached Resolution to approve the Special Exception Request (Attachment B). ATTACHMENTS: A — Planning Commission Staff Report Al — Vicinity Map A2 — Critical Resources Map A3 — Proposed location of the single-family house A4 — Erosion and Sediment Control Plan, dated May 24, 2019(revised October 31, 2019) A5 — Original Special Exception application and justification, received July 24, 2019 A6 — Updated letter from the soil consultant, dated November 4, 2019 A7 — Updated information requested by the Board of Supervisors during their October 16, 2019 meeting B — Resolution to approve Special Exception Request County of Albemarle Department of Community Development To: Albemarle County Board of Supervisors From: Tori Kanellopoulos, Planner Date: December 18, 2019 Item: Request for Special Exception for disturbance of critical slopes and modification of a building site for TMP 63-19E Tax Map Parcel: 06300-00-00-019E0 Magisterial District: Rivanna School Districts: Stony Point E.S., Burley M.S., Monticello H.S. Zoning District: Rural Area Summary of Request for Special Exception: The applicant is requesting a special exception for disturbance of critical slopes and modification of a building site to construct the first and only dwelling unit on TMP 63-19E. County Code § 18-4.2.3(b) and 18-4.2.5(a) allow for disturbance of critical slopes and a modified building site, provided the findings in 18-4.2.5(a)(3) are made. The applicant is requesting the following: 1. Special exception to allow for disturbance of critical slopes and modification of a building site to construct a single-family dwelling unit on Tax Map Parcel 63-19E. Please see Attachment A for staffs full analysis. Staff Recommendation: Staff recommends that the Board adopt the attached Resolution (Attachment B) to approve the special exception request. Attachments: Transmittal Summary A — Staff Report Al — Vicinity Map A2 — Critical Resources Map A3 — Proposed location of the single-family house A4 — Erosion and Sediment Control Plan, dated May 24, 2019 (revised October 31, 2019) A5 — Original Special Exception application and justification, received July 24, 2019 A6 — Updated letter from the soil consultant, dated November 4, 2019 A7 — Updated information requested by the Board of Supervisors during their October 16, 2019 meeting B — Resolution to approve Special Exception Request ALBEMARLE COUNTY STAFF REPORT Project Name: Special Exception for Staff: Tori Kanellopoulos, Planner disturbance of critical slopes and modification of a building site for B2019- 01427-SF on TMP 63-19E Planning Commission Hearing: Board of Supervisors: December 18th, 2019 November 19th, 2019 Owner: Lawrence Marshall Applicant: Tommy Dobson, Dobson Homes Inc. Acreage: 55.10 acres By -right use: RA Rural Area - agricultural, forestal, and fishery uses; residential density (0.5 unit/acre in development lots) TMP: 06300-00-00-019EO Location: Parcel is located approximately 980 feet south of the end of State Route 621 (Wolf Trap Road). Magisterial District: Rivanna Proffers: None Proposal: Special Exception for Requested # of Dwelling Units: 1 disturbance of critical slopes and modification of a building site to construct a single-family residence per §18-4.2.3(a). DA: ❑ RA: ❑x Comp. Plan Designation: Rural Area - preserve and protect agricultural, forestal, open space, and natural, historic and scenic resources; residential (0.5 unit/ acre in development lots) Character of Property: Partially -wooded Use of Surrounding Properties: Surrounding parcel located past the end of State Route properties are also zoned Rural Area. Adjacent 621. Northern portion of property contains properties are either undeveloped or contain a two streams identified on GIS. The southern single-family residence. portion of the property contains a large hill where logging activities have recently occurred. An access road used for logging has been constructed from the northern entrance to the parcel to the top of the hill. Factors Favorable: Factors Unfavorable: 1. Disturbance of the critical slopes has 1. None identified. already occurred. Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 1 2. Alternative building sites are limited and adjacent to streams and possible wetland areas. 3. The alternatives proposed by the applicant satisfy the intent and purpose of the ordinance. RECOMMENDATION: Staff recommends approval of the special exception request with conditions. STAFF PERSON: Tori Kanellopoulos PLANNING COMMISSION: November 19th, 2019 BOARD OF SUPERVISORS: December 18th, 2019 PETITION: PROJECT: Special Exception for disturbance of critical slopes and modification of a building site for B2019-01427-SF on TMP 63-19E MAGISTERIAL DISTRICT: Rivanna TAX MAP/PARCELS: 06300-00-00-019EO LOCATION: Parcel is located approximately 980 feet south of the end of State Route 621 (Wolf Trap Road). PROPOSAL: Special Exception request for disturbance of critical slopes and modification of a building site to construct a single-family residence per §18-4.2.3(a). ZONING: RA Rural Area OVERLAY DISTRICTS: None COMPREHENSIVE PLAN: Rural Area - preserve and protect agricultural, forestal, open space, and natural, historic and scenic resources; residential (0.5 unit/ acre in development lots) CHARACTER OF THE AREA This property is located approximately 980 feet south of the end of State Route 621 (Wolf Trap Road). Parcels to the east, west, and south of this property are largely wooded and undeveloped. Parcels to the north of this property have been developed with single-family residences. Several streams are located on this property. The Southwest Mountain Range and the Wolfpit Mountain ridgeline are located south of this property. PLANNING AND ZONING HISTORY This parcel was created in 1984 and no changes in the boundary area have occurred. When this parcel was created, there was no water protection ordinance (WPO) buffer. The critical slopes ordinance was in place. When the parcel was subdivided and approved in 1984, a building site existed. Since then, the adoption of the WPO and establishment of stream buffers have reduced the buildable area significantly and no building site, as defined by the ordinance, exists. Below is additional history and background: Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 2 • The critical slopes ordinance in 1980 did not allow building on critical slopes. This ordinance was in place at the time this parcel (TMP 63-19E) was created. Therefore, there was buildable area in what is now the WPO buffer area. • May 17, 1984: The parcel (TMP 63-19E) was created and had a building site. Subsequent ordinance amendments establishing the WPO buffer resulted in the loss of that building site. • The County Code change in 1998 establishing the WPO buffer severely restricted the buildable area on this property. Additionally, on an August 15, 2019 site visit, staff found that even the area adjacent to and outside of the WPO buffers appeared saturated. The applicant's soil consultant has also noted that this area is prone to saturation and is not suitable for a drainfield. • The property was recently timbered for logging (between October 2015 and February 2018). An access road was constructed for this forestry operation. This was a permitted disturbance of critical slopes. The applicant is proposing to use the existing access road to build a house in a cleared space on the top of the hill, in the location shown in Attachment C. The applicant stated that the house area does not contain critical slopes: "There is no need for anymore disturbance of critical slopes to complete the building of the Marshall's new home." The County's GIS does show critical slopes within part of the proposed building site, and staff has not field -verified that these are not critical slopes. • A Building Permit Application has been submitted under B2019-01427-SF and has not yet been approved. • The Health Department has approved a drainage field for the proposed single-family residence. Thomas G. Hogge of Blue Ridge Soil Consulting, Inc. states in the application that the drainfield is not on critical slopes (field -verified): 'As part of my work for the permit, I measured the slopes where the proposed drainfield is going, and also where the home is proposed, and the slopes did not exceed 25%, although they were very close to that. Therefore, it is my professional opinion that the building site does not exceed critical slope, even though the area may be shown as being critical slope on the County GIS system." Staff has not been able to field verify the slopes. (Attachment E) (and new Attachment F, dated Nov 4) This special exception request was considered on the Board of Supervisor's consent agenda on October 16th, 2019. The Board took the action to remove this item from the consent agenda for discussion. After discussion of the item, the Board took the action to send this item to the Planning Commission for their review and recommendation. The Board specifically asked for the following information to be provided in this updated staff report: • A clearer timeline of when the recent logging activities occurred • More information on the drainfield feasibility of the two possible locations (the original and proposed building sites) • More information on mountain protection and mountain resources, per the Comprehensive Plan • Whether or not the proposed building site is on a designated mountain resource in the Comprehensive Plan See Attachment G for detailed responses and updated information. Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 3 SPECIFICS OF THE PROPOSAL The applicant is requesting a special exception to allow disturbance of critical slopes to construct a single-family residence. This property does not contain a building site meeting the County's Zoning Ordinance standards per §18-4.2. Disturbance of the critical slopes has already occurred for permitted logging activities. The disturbance of critical slopes is prohibited by County Code §18-4.2.3(b): No structure, improvement, or land disturbing activity to establish the structure or improvement shall be located on critical or preserved slopes except as otherwise permitted under sections 4.2.5, 4.2.6, 4.3.1, and 30.7.4. This project qualifies for exception under §18-4.2.5(a). Staffs analysis is included below. ANALYSIS OF THE SPECIAL EXCEPTION Engineering and Planning staff review is included in the following sections. Review of the request by Engineering Staff: Critical slopes on this parcel were impacted during an exempt logging operation. A logging road was constructed to driveway standards and all grading has been completed for the driveway, including the installation of the erosion and sediment control measures, except possibly for the installation gravel. Installing gravel is not a land disturbing activity. The area where the home is proposed was also impacted during the logging operation to create a laydown area. Since the grading occurred as part of an exempt activity and no further grading is proposed, except to remove sediment traps, approval of this waiver will result in no additional impacts to critical slopes or stream buffers. For these reasons staff has no objections to this request. Compliance with Zoning Ordinance §18-4.2: The applicant has submitted a request addressing the provisions of §18-4.2.5 (Attachment E). This includes addressing: ... how the modification or waiver, if granted, would address the rapid and/or large-scale movement of soil and rock, excessive storm water run-off, siltation of natural and man- made bodies of water, loss of aesthetic resources, and, in the event of septic system failure, a greater travel distance of septic effluent (collectively referred to as the `public health, safety, and welfare factors') that might otherwise result from the disturbance of critical slopes. Staff has reviewed the applicant's submittal and offers the following comments. Disturbance of the critical slopes has already occurred, and the trees on the hillside have already been removed for permitted logging activities. The application includes erosion and sediment control measures which have already been installed. The applicant voluntarily installed these erosion control measures, as they are not required for forestal activities. The applicant has also stated that they are planting on the hillside: We are 3/4 of the way Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 4 finished putting seed and matting down on all the slopes and the growth is coming in nicely so far." An approved VESCP (Virginia Erosion and Sediment Control Program) Plan is required prior to building permit approval for the single-family residence. Engineering staff approved the VESCP on November 6th, 2019. Given that the disturbance has already occurred, that the applicant has already provided voluntary erosion and sediment control measures, and that the Health Department has approved a drainfield adjacent to the proposed building site, staff supports this request. Review of §18-4.2.5(a)(3): The County Code states the following: § 18-4.2.5(a)(3): Findings. The commission may grant a modification or waiver if it finds that the modification or waiver would not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to adjacent properties; would not be contrary to sound engineering practices; and at least one of the following: Staff will address each provision below: The modification or waiver would not be detrimental to the public health, safety or welfare; Staff has found that this waiver would not be detrimental to public health, safety, or welfare. The applicant provided a VESCP that meets County standards. The disturbance of the critical slopes has already occurred, and the applicant states that further disturbance will not be needed for the proposed building site or the drainfield. Staff has not been able to field verify the slopes. The modification or waiver would not be detrimental to the orderly development of the area, or to adjacent properties; The proposed single-family home is no closer than approximately 200 feet to the nearest boundary line (adjacent parcel). Staff did not find detrimental impacts to adjacent properties, especially as the disturbance has already occurred. This application for a single-family home (by -right use) would not be detrimental to the orderly development of the area. The modification or waiver would not be contrary to sound engineering practices; Engineering staff has reviewed this application and does not have any objections. The disturbance of the slopes has already occurred, and it would be more detrimental to locate the proposed house within or adjacent to the stream buffer and to affect the streams on the property. Based on staff review of the provisions of §18-4.2.5(a)(3) granting this modification would not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to adjacent properties and would not be contrary to sound engineering practices. a. Strict application of the requirements of section 4.2 would not forward the purposes of this chapter or otherwise serve the public health, safety or welfare; Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 5 This parcel does not have alternative locations that would allow for construction of a house without disturbing critical slopes, except adjacent to the WPO buffers or on potential wetlands. County Code §17-604(F) allows for building within WPO buffers if the parcel existed prior to February 11, 1998, and there are no alternative building sites on the parcel. This ordinance provision would permit the applicant to construct a single-family residence that impacted the WPO buffers on this parcel. However, given that the disturbance of critical slopes has already occurred, and the importance of protecting streams and keeping development out of WPO buffers, staff opinion is that it would be less detrimental to allow the development to occur within the critical slopes (as the applicant has proposed), instead of within or adjacent to the WPO buffers. Voluntary erosion and sediment control measures have already been put in place for the road that was constructed for forestal activities (logging), and a VESCP has been approved. b. Alternatives proposed by the developer or subdivider would satisfy the intent and purposes of section 4.2 to at least an equivalent degree; The purpose of §18-4.2 reads in part: ...implement the comprehensive plan by protecting and conserving steep hillsides together with public drinking water supplies and flood plain areas because of the increased potential for soil erosion, sedimentation, water pollution and sewage disposal problems associated with the disturbance of critical slopes. The alternatives proposed adequately satisfy the intent of §18-4.2 while permitting reasonable use of the property. The Virginia Department of Health (VDH) has approved the proposed drainfield adjacent to the proposed building site. The disturbance of critical slopes has already occurred, and what would become the driveway for the house has already been constructed (formerly the access road for the logging). The road required disturbance of critical slopes, however the applicant states that the proposed site for the house and drainfield is not within critical slopes. Staff has not been able to verify these slopes. It would be more detrimental for the protection and health of the steep hillsides and water supplies to construct a residence in or adjacent to the WPO buffers, as opposed to adjacent to or within critical slopes that have already been disturbed. c. Due to the property's unusual size, topography, shape, location or other unusual conditions, excluding the proprietary interest of the developer or subdivider, prohibiting the disturbance of critical slopes would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the property or adjacent properties; or This property does not contain a building site meeting the County's Zoning Ordinance standards per §18-4.2. Specifically, there is no building site that is a rectangular shape and that has an adequate area for drainfields. The property existed prior to the water protection ordinance (WPO) buffer. At the time the parcel was created, there was an adequate building site outside of the critical slopes, as there were no WPO buffers. With the critical slopes and WPO regulations, there is no longer a building site. Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 6 Additionally, the applicant has concerns with construction of a drainfield in the area of the property outside of the critical slopes, as it is adjacent to the WPO buffers. The applicant provided the following statement from Thomas G. Hogge of Blue Ridge Soil Consulting, Inc., which reads in part: "I designed a sewage disposal system (SIDS) for the property, and on June 18, 2019, VDH approved the permit...I would like to point out that the area where the proposed SIDS has been approved is really the only area on the property where a drainfield can be approved, in my opinion." After the Board of Supervisors meeting on October 16th, 2019, Thomas G. Hogge provided an updated statement (Attachment F), which reads in part: "The report that I prepared on May 30, 2019 was based on a thorough site and soil evaluation that I performed on April 10, 2019. 1 evaluated the property in its entirety. I chose the site that I used for the report after eliminating all other areas on the property. The reason the other areas were eliminated was because they either exceeded critical slopes or they were concave/low-lying areas that would be subject to flooding/saturation. The area where I proposed the septic to be installed is the only place on the entire property, in my opinion, that meets both VDH's regulations for the installation of sewage disposal systems and Albemarle County's ordinances pertaining to SIDS installations." d. Granting the modification or waiver would serve a public purpose of greater import than would be served by strict application of the regulations sought to be modified or waived. Given the environmental constraints on this property, there are no locations on this property that contain a building site. To build a single-family residence, either the WPO buffers or the critical slopes must be disturbed. Activity has already occurred on the critical slopes for logging activities. Therefore, there is less of an impact to natural resources to build the single-family residence in the critical slopes, as opposed to in or adjacent to the WPO buffers. The requirements of the County's zoning ordinance limit this property to one dwelling unit, unless another exception is applied for and approved. This special exception request for disturbance of critical slopes does not alter this ordinance requirement. To determine if the public purpose is served by granting a special exception, staff looks at past actions of the County and to the Comprehensive Plan. Staff is unable to identify guidance from the Comprehensive Plan. Staff is unable to identify the specific project but is aware of a situation where disturbance on critical slopes was approved to allow development farther from streams and possible wetlands. Staff memory is that this application was processed 15 to 20 years ago. Each application is reviewed based on the unique character of each property. Approval of critical slopes disturbance in prior applications or in this instance does not set a precedent. Staff opinion is that the features and the prior activity on this property are such that approval of this request would serve the public purpose by allowing reasonable use of the property and protection of water resources. Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 7 To summarize: Even though staff has not field -verified the slopes, staff still recommends approval of the special exception request. Staff treated the slopes, for the purpose of this review, as if they are still critical slopes. Field -verification may prove otherwise. Regardless of the exact slope measurement of these slopes, staff still recommends approval for the reasons stated in the staff report and the factors favorable. APPLICANT'S JUSTIFICATION FOR THE REQUEST See Attachment E for the applicant's justification for the request. COMPREHENSIVE PLAN Based on direction provided by the Board of Supervisors at the October 16th, 2019 meeting, additional information on the Comprehensive Plan (specifically, mountains and mountainous areas identified as important resources) has been provided. Staffs analysis is provided in Attachment G. SUMMARY Staff has identified the following factors which are favorable to this request: 1. Disturbance of the critical slopes has already occurred. 2. Alternative building sites are limited and adjacent to streams and possible wetland areas. The alternatives proposed by the applicant satisfy the intent and purpose of the ordinance. Staff has identified the following factors which are unfavorable to this request: 1. None identified. RECOMMENDATION Based on the findings contained in this staff report, staff recommends approval of the special exception request with the following conditions: 1. The area of land disturbance on critical slopes must be in general accord with the application plan, as shown on the plan entitled "Erosion and Sediment Control Plan TMP 06300-00-00-019E0", prepared by G.V. "Kirk" Hughes of Kirk Hughes and Associates, and dated May 24, 2019 (revised October 31, 2019). PLANNING COMMISSION POSSIBLE MOTIONS for Special Exception Request: A. Should a Planning Commissioner choose to recommend approval of this special exception request: Move to recommend approval of the Special Exception request for disturbance of critical slopes and modification of building site for B2019-01427-SF, with conditions as stated in the staff report. B. Should a Planning Commissioner choose to recommend denial of this special exception request: Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 8 Move to recommend denial of the Special Exception request for disturbance of critical slopes and modification of building site for B2019-01427-SF, for the following reasons. State reasons for denial. ATTACHMENTS FOR THE SPECIAL EXCEPTION REQUEST STAFF REPORT: Attachment Al: Vicinity Map Attachment A2: Critical Resources Map (Critical Slopes and WPO Buffers, as shown in the County's GIS). Attachment A3: Proposed location of the single-family house Attachment A4: Erosion and Sediment Control Plan, dated May 24, 2019 (revised October 31, 2019) Attachment A5: Original Special Exception application and justification, received July 24, 2019 Attachment A& Updated letter from the soil consultant, dated November 4, 2019 Attachment AT Updated information requested by the Board of Supervisors during their October 16, 2019 meeting Special Exception for disturbance of Critical Slopes Planning Commission, November 19", 2019 9 Legend pli Some Hems on map may not appear In legend) Cones 612 610 610 Eastham y 0 0 n x N Nu Ra �d c 612 �ot�V Qo` 5 621 = R o,� o ,`Nest ox N 20 < yo,�� NQ 0 Rry A k" O s 1 6 Ra 769 S� 3009 ft o v J Germare Ge�r phic Data Services ♦ . IbemaHe.orygls (030)2W5932 My determination oftopo3rapby orcontours,man,depicllon Mphysical Improvements, property lines or boundaries Is for general Information only and Nall mt be used tar the design, predigestion, or mmtmNon of Improvements to real property or for loW plain Jetetminabon. November 2019 Map elements may scale larger than GIS data measuretl in the map or as provged on the data themloaH page of a to Me protection used. Map Pm(eNonyri VJeb Maratw Mra llary SpMre) (EPSG 3857) Any tlaterminalion of topography or contours, or any depiction of physical Improvements, properly lines or boundaries Is for general Information only and shall not be used for Me design, modification, or constmdion of Improvements to real property or for flood plain determination. November 8, 2019 Map elements may scale larger than GIS data measured in the map or as provided on the data dcramnatl page due 0 the protection used Map Projection: Vi Web Mercator (Auuliary, Sphere) (EPSG 3857) •.3•.1 INV IO M �JN: m GENERAL CONSTRUCTION NOTES: 1.) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2). ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3.) EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4.) ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5.) THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6.) PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8.) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9.) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: EROSION AND SEDIMENT CONTROL PLAN 1.) THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2.) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3.) ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 3 OF 4 (16 JUN 2005) 6.) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8.) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10.) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11.) ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12.) BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13.) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14.) BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15.) BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16.) THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17.) TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18.) PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19.) MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. EROSION AND SEDIMENT CONTROL NARRATIVE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTROLS UTILIZED: 1.) CONSTRUCTION ENTRANCE (CE) - INSTALL AT THE ENTRANCE INTO THE PROPERTY ONCE BEYOND TMP 63-19. ENTRANCE TO BE INSTALLED AS PER SPECIFICATIONS OUTUNED IN 3.02 OF SAID HANDBOOK. 2.) SILTFENCE (SF) - INSTALL AS SHOWN ON EROSION AND SEDIMENT CONTROL PLANS. ADDITIONAL FENCING MAY BE REQUIRED IF SO DEEMED NECESSARY BY THE COUNTY OF ALBEMARLE. FENCE TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.05 OF SAID HANDBOOK. 3.) CULVERT INLET PROTECTION (CIP) - INSTALL WHERE STORM PIPES ARE INSTALLED. PROTECTION TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.08 OF SAID HANDBOOK. 4.) DIVERSION DITCH (DD) - INSTALL AS SHOWN ON EROSION AND SEDIMENT CONTROL PLANS. DITCHES TO BE INSTALLED AS PER SPECIFICATIONS OUTUNED IN 3.12 OF SAID HANDBOOK. 5.) SEDIMENT TRAP(S) (ST) - INSTALL AS SHOWN ON EROSION AND SEDIMENT CONTROL PLANS. TRAPS TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.13 OF SAID HANDBOOK. SEE SEDIMENT TRAP SCHEDULE FOR DESIGN INFORMATION. 6.) OUTLET PROTECTION (OP) - INSTALL WHERE STORM PIPES ARE INSTALLED. PROTECTION TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.18 OF SAID HANDBOOK. 7.) TEMPORARY SEEDING (TS) - SEEDING SHALL BE APPLIED WITHIN 7 DAYS TO AREAS THAT MAY REMAIN UNDISTURBED FOR MORE THAN 30 DAYS. SEEDING TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.31 OF SAID HANDBOOK. 8.) PERMANENT SEEDING (PS) - SEEDING SHALL BE APPLIED WITHIN 7 DAYS TO AREAS INDICATED HEREON. ADDITIONAL SEEDING MAY BE DEEMED NECESSARY BY THE COUNTY OF VIRGINIA. SEEDING TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.32 OF SAID HANDBOOK. 9.) MULCHING (MU) - MULCH COMPRISED OF PLANT RESIDUES (STRAW PREFERABLY) OR OTHER SUITABLE MATERIALS SHOULD BE APPLIED TO PROMOTE PLANT GROWTH AND REDUCE THE RISK OF SOIL EROSION. MULCH TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.35 OF SAID HANDBOOK. 10.) DUST CONTROL (DC) - NECESSARY DUST CONTROL OPERATIONS SHALL BE ADMINISTERED IN A MANOR TO CONTROL THE AIRBORNE MOVEMENT OF SEDIMENT AS PER SPECIFICATIONS OUTLINED IN 3.39 OF SAID HANDBOOK. CONTROL INSTALLATION SEQUENCE: 1.) INSTALL CONSTRUCTION ENTRANCE AT LOCATION NOTED ABOVE AND ON PLANS. 2.) INSTALL SILT FENCING, DIVERSION DITCHES, AND SEDIMENT TRAPS AS SHOWN HEREON. 3.) INSTALL STORM DRAINAGE PIPES, INETS, AND END SECTIONS ALONG WITH CULVERT INLET PROTECTION AND OUTLET PROTECTION. 4.) CONTACT COUNTY OF ALBEMARLE FOR INSPECTION AND APPROVAL OF CONTROL MEASURES INSTALLED 5.) COMMENCE CONSTRUCTION OF BUILDING PAD AND DRIVEWAY AS SHOWN HEREON WHILE MAINTAINING AND MONITORING EROSION CONTROL MEASURES INSTALLED AT THIS POINT. 6.) UPON FINAL SITE GRADING APPLY PERMANENT SEEDING ON ALL SLOPES AND AREAS TO BE GRASSED. TMP 06300mOOmOOmO 19 EO RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET INDEX ❑ A = COVER SHEET AND NOTES ❑ 1-00 = EROSION AND SEDIMENT CONTROL PLAN ❑ 2-00 = SEDIMENT TRAP AND DETAILS ❑ 3-00 = CONCEPTUAL DRIVEWAY 10+00 - 17+50 ❑ 4-00 = CONCEPTUAL DRIVEWAY 17+50 - 25+00 ❑ 5-00 = CONCEPTUAL DRIVEWAY 25+00 - 32+50 ❑ 6-00 = CONCEPTUAL DRIVEWAY 32+50 - 37+70.82 SURVEYOR NOTES: 1.) PREPARED FOR DOBSON HOMES, INC. 2.) THIS RESIDENTIAL SITE PLAN SHOWS THE FUTURE IMPROVEMENTS FOR TMP 06300-00-00-019EO. NO BOUNDARY SURVEY WAS PERFORMED BY THIS FIRM. THIS DOES NOT REPRESENT AN ACTUAL PHYSICAL SURVEY NOR IS IT THE INTENT TO REPRESENT POST CONSTRUCTION CONDITIONS. 3.) THIS PLAN WAS DONE WITHOUT THE BENEFIT OF CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 4.) PROPERTY LIES WITHIN FLOOD ZONE "X"; NOT A F.E.M.A. DEFINED 100-YEAR FLOODPLAIN. 5.) DATUM'S USED: A.) HORIZONTAL - STATE SOUTH GRID - NAD 83 B.) VERTICAL - NAVD88. 6.) CONTOURS SHOWN HEREON WERE DERIVED BY INFORMATION OBTAINED FROM THE COUNTY OF ALBEMARLE OFFICE OF GEOGRAPHIC.THIS FIRM HAS NOT VERIFIED NOR CERTIFIES TO THE AUTHENTICITY OF SAID CONTOURS. 7.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED. 8.) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 9.) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD. 10.) NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SITE DATA: 1.) OWNER: LAWRENCE C. MARSHALL JR., AND LAWRENCE C. MARSHALL III D.B. 4656, PG. 696 D.B. 811, PG. 219, 221 (PLAT( 2.) PARCEL IDENTIFICATION: TMP 06300-00-00-019EO. 3.) ZONING: RA (RURAL AGRICULTURE). 4.) CURRENT USE: LOGGING. 5.) SITE IS CURRENTLY UNDER LOGGING ACTIVITIES. 6.) SOIL CLASSIFICATION ON THIS SITE PER NATIONAL RESOURCES CONSERVATION SERVICES (NRCS) ARE WITHIN HYDROLOGIC GROUP "B". SOILS TYPES PER NRCS ARE 71D (RABUN CLAY LOAM, 15% TO 25% SLOPES), 71E (RABUN CLAY LOAM, 25% TO 45% SLOPES), AND 908 (GENERALY IN STREAM BUFFER AREA)(UNISON VERY STONY SILT LOAM, 2% TO 7% SLOPES). O N BOA �d �d l�TV O` 621 O- N� Ra 769 SITE VICINITY MAP SCALE: 1" = 2,000' TYPICAL DRIVEWAY CROSS SECTIONS FILL SECTION EXISTING GRADE M� 6" - #57 COMPACTED 95% STD. PROCTOR NOT TO SCALE i CUT SECTION 1 �TRAVELWAY1 t4� 2%_ _ - - EXISTING GRADE 2" TYPE SM-9.5A VDOT 21A VEL BASE KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 Q J 0- O z O U ui G M ui U) C) z Q z O IIr w O LL O T O O O O O O O co O C- G ♦ ♦ FILE NO.: DWG. NO.: J J Q Q Z U rr Z U � O W v U LL.1 Lu Lu co J Q Cl z ~ C/i Q p rY J LLJ U C~n Lu 0 U z Q W z < Q � J TH OF- UG. R ")URK" HUGHES I Lic. No. 001458 \D SUR DATE: MAY 24, 2019 1 OCTOBER 31, 2019 1 SCALE: SEE PLAN SHEETS SHEET TITLE: COVER SHEET SHEET NO.: A STATE SOUTH GRID NAD-83 I KIRK HgqUGHES 019D0 , I/ /" ' " IX 1Mp 06300�00 RCNPRD CpSpDAI ASSOCIATES NJF REBECCBC30 61 q, 3�61p1p1) / I /"" / /" I' ;' ;' NOTES: LAND SURVEYORS AND PLANNERS D• g 22 I , , 1 220 EAST HIGH STREET g11 pG• 21 � ; 1 I ; ,` 1.) PREPARED FOR DOBSON HOMES, INC. DB 2.) THIS RESIDENTIAL SITE PLAN SHOWS THE FUTURE IMPROVEMENTS FOR TMP CHARLOTTESVILLE, VA. 22902 ,, 1, `,, ,, 1, 1, `,, `` , ; ` 1 \ , `, / ---- 06300-00-00-019E0. NO BOUNDARY SURVEY WAS PERFORMED BY THIS FIRM. THIS (804) 296-6942 1 - \ '1\1'\` ``'; 1 \` DOES NOT REPRESENT AN ACTUAL PHYSICAL SURVEY NOR IS IT THE INTENT TO %1 `. `, , 1 1, 1 1 ` l , - 1 1 1 ` I I I , I 1 I Ix E \�qj 16 `` \; ' j ; ! i ' 1 \ REPRESENT POST CONSTRUCTION CONDITIONS. \ I 11 0t,O1 , _ _- - i �%/ /, /; /, _/ 'i'" / /' 3.) THIS PLAN WAS DONE WITHOUT THE BENEFR OF CURRENT TRLE REPORT AND MAY 1 , +. I l \ I ; I N', _ --_ -____ ' '', /%; / % ' , " NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. :\ J JI I I 1 , , , , __ _ _---, ; ; / ,// , ' ; / II / ' ; i' ;/ 4.) PROPERTY LIES WITHIN FLOOD ZONE "X ; NOT A F.E.M.A. DEFINED 100-YEAR I i 1 I i , , /' / ' / / / / i' i ! / / /' / i 'I v�. 1I II ' I\ ---7 /; /; ; /; /, ; /%//i /' /' // / ;'; ;';' / Fi00DPLAIN. ,. , , \ / ; / 5.) TAX MAP AND PARCEL ID: PORTION OF 04100-00-00-020B0 ` ` ,\il `1 ``, /' ' I 1 ' `1 ` 1 1 '`, 1 ,, - / / / / / , / , / 1 i ' ' , i ' i/ / / / /' , , / /' / ' ' r1\ 1 , ,, 1\ , I 1 ; , ; 1 ; / , ; ; ; ; 6.) CONTOURS SHOWN HEREON WERE DERIVED BY INFORMATION OBTAINED FROM THE `,A \`I ; ; ,, `\ I I 1, '` 1 1 1 \I 1, - / , / i 1 /' / , , ' 1 1 I I , , ; I I / , , / , ' , / ' / , �' '1 _ ; = ' ' ' ' 1 1 1 1 I I / ' / COUNTY OF ALBEMARLE OFFICE OF GEOGRAPHIC DATA SERVICES AND INTERPOLATED `, '`\ 1 `. , . `, `I, \ , I ` ;' , ; ; ', 1, ', 1, `'. '` ; ; / , ; ; , , I I I I 1 I 1 , I 1 , / , , , , ;' , , /, i , 1 J , \ '` `` .\ 'I " 1 I \ 1, \__ --___- '', I % / / , ' 1 1 1 1 I ; I I 1 1 I r ! I I I I'/"'/ ; I I ; FROM A 4 CONTOUR INTERVAL (SHEET 1) TO A 2' CONTOUR INTERVAL ON SHEETS 2. - `` ' I 1 I /\. \ \ , ; ; I 1 1 I 1 I % THIS FIRM HAS NOT VERIFIED NOR CERTIFIES TO THE AUTHENTICITY OF SAID CONTOURS. • `` 1 1 , 1 1 , \ / 1 1 - - I , , , , I I , 1 1 1 I I , ' , , / , , , , 1 , , , _ �\ ` ` ` \1 , 1 , 1 1 1 1 / 1` I , I 1 c-__- , 1 , I 1 I 1 , 1 I 1 1 ' ' ' , , , _�--'--- ` I i 1 1 , 1 , 1 , 1 1 ; - ----_ '' I ' I 1 i , , , , 1 , 1 1 I I ' ' , / ' i i , , , 1 . . , , 1 , R, , , ---_.___ \` \\ i \ - ; I I I 1 w I 1 L MAIN EXTERIOR HOUSE CORNERS AS DIMENSIONED UNLESS 1 1 1 1 1 , I , , I 1 1 ; I , , , 1 1 - 1 1 1 1 7. NAILS SET AT AL \ , `CyID `, ; 1 I I I I \ 1, \ I ' \ 1 \ \I ``\ j �/ I ; ; ; I I , I ; i " i " I ; ; I ; ; , 1 1 ` \ ``, I i I I + * I ; I i ('/ l'' I,-? ,\ , '', I I 1 1 I I , i i' i// I I' 1, 1 I I OTHERWISE NOTED. \ , , 1 1 1 ;x I 1 , , ' ' , ' 1 ; , l I 9.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ------ \`'1 1 1 ' / I 1 1 I 1 , ' / 1 `' \ ' i i ' ' \ i " /' i 1 1 1 1 , , I , , i i / , I I I , , I , , , , ,4; -11 `\'\ ``` '`.I 11 1 11 , l I 1 1 I 1 I \\ ,'`` , ' �. , , / I I I , I /'/'; I 1 I l , 11 1 1 I 1 I , ; it ; ; 1 I '` i j' I`1 '\ \ \ � .- ! I I I I I ' I , 1 ' ' ' ; I ! % I I I I I �I 11 ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1\ \ , ;I " ; ' I ' % \ \ \,,' \,. 1 I ' I ' I I I I t t ` '` CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND J ---- I I I I' 1 I I 1; , I,,, , , ` '1 , , P•_'I , I 11 1' 1 1 , 1 1 , 1 , 1 1 1 1 1 1 1 `\, `'`` ' ```i I I 1 1, i 1 i i I /' I l,,, l I ----` I ``I `'\, ```\ `` 1 , I, 1 I 1�.1 `I \ 1 1 1 1 1 1\ I, 1 , 1 1, 1 1 1 ` 1, 1 1` I , , , I , , ' / I ' MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED. I '- I I 11 , 1 1, , I , - ' ` 1 , 1 I ` I I 1 1 1 1 1, , 1 1 , 1 , , , 1 , -- 11 I, , I 1 /' I l . `` , `1 1 1 ,, 1 1 1 1 1 1 1 1 1\' `, i I' ` i i 1 I 1, 1 1 1 1 1 1 , I''' i i ``I ` ` 1 1 1 ; 'A. 11 , `, , 1 1 1 I 1 , I 1 '` `\ - I , , I I I i 1 1 1, I i I,' 111 ',,/' 1''___. ' 1 1 1 1 1 1\I I I I' 1 1 1 1, 1 1 1, 1 1 1 -`l ``i i i i 1 , 1% I 11, 1, 1 I 1,, I 1 ,'' , I ` 1 ` 1 1 1 1 1 I I , 1 1 1 1 1 , ` ``I `` 1` I I I , I I I , • , , ; ' 11 i y _ \ \ `` I \ , , , 1 ' 1 1 10.) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH Q Q 1 1 1 1 1 1 I 1 1 I I I I I 1; 1, I 1 I I I I I; : \ `'\ `'`` `, 1 ,` " 1` 1 I 1 I; •\I `I ;; I, 1, ,, ;, , 1 1 , , , , 1 1 1 ` 1 1 1 1 1 1 I I 1 , , 1 I 1 1 , , I 1 `, \l _> \ `1 `I '` ` I % \ ; `, i \ \ ,, I, \ ; \ \ \ ; \ \, %,, \ ;, `1, , \ ``, THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. = = Z II I I I I I ' 1' I I 11 1 I, I I i, 1 1'\, i "' ' /'__ , 1 , ``,``, \ 1, ,, ` `, ', ,, 1 1 1 ; ` , 1 , 1 1 1 ` 1 1 I 1 , ` 1 % ; / ; ; ; ; ' ' , ` 1 1 1 1 \ i ` _ __ ` 1 1 1 1 , ` , 1 1 1 `,, \ ;, ; � ' ; �' \_, ; , ,\I\ I\ 1, I , 1 \ , %, ; 1` , , ,I `` 11.) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD. ------- 'F-----`_, �.` i , 1 1 \,1 `I I, 1 1 , 1 , , I, `, • . \ j� 1 1 1 1 , ; , , , , , , I 1 , ; 1 11 I ; 1, ,, , `/ 1 , 1 1 1 I ; ; ; ; ; ;;' , , ; , , 1 •, I 1 1 . ` - ` \ ,.\ _-- _'`,�``�\`,'`,�`I'`,\`\``\ \I. `I 1,` `, `1 `1 ` , \ ` �``\ TMP 06300-00-00-02100 Q \ i 1 , Iii i/,/�;, ;;1I; i 11 1 I \ \ i- I ` `\, J _ i / CC / I I , , , , / I I ; , , 1 1. i i i \ 11 / - -"1 ``\ , I I , 1 , . I , ;;or //, , , ; 1 I I I \ - - ; \ ; ; ``; \``\,`I\`, I `\ `11\ ;'`� N F DEBRA D. D. COYNER AND KATELYN COYNER FLYNN, TRUSTEES 1 1 / ; ;'",//' ;';I ! I I I ; I I I 1 \ ,/ \- J STD = - - - ---, ` ` I `` \ `` ` \ `\'\ \'` ' \ \ _ I '. ' `` , I ' ' ' , , ; , , 1 , 1 1 I I `1 `` / 1 ``----- - ' ' `'` 1 1 1,` II 1 `I ` \ 1, \ \, `,\ _ •� '\\\`,\`• DEB RUST /", _ - ,, J/1 , 1 \ / / RAD. ET 1 ,\ \\ \ , 1\ \\ \\ :\ . 1 , 1 i i ' I i 1 1 , `- _ - � \ \ • \ t , , _ ,\ I,, 1, 1, 1\I I\ \, \` ,'�\\ ` ``\```\`\ \1 , i OF THE Q \\ \ \ I1```, . 1 I \ 1 __-- - - 1 ` , I D.BC51I15, PG. 786 I I` I I I I 1/ 1 I I = x-- - \ `I I I I{ I I '1 I I D.B. 553, PG. 221 ` , `, . , 1 I , 1 I I 1 , I h 1 --1 \`. ; = _ - _ --- - -----' -- \ -'- - - ` 1 1 1 , \. 1 R '\ `' `'' 1 I 1 1 1 I I 1 I 1, 1 1 1 '`1 ,\ `,\ , . , 1 I 1 1 , , 1 1 , 1 I 1 , , '' % - = I I I , , 1 \ \ I I 1 1 1 1 1 1 1 1 \ \` 1 \ _� ' %' ' ' ___ - 1 1 \ \ \ \ ." ` `' 1 1 i \ I I I I I , 1 1 ; , 1 I I I I ; , `I 1\ ; ' i 1. : /- -"1---- = ' - --! '--`.�----------- \\\` `; `` I , 1 , 1 ; I 1 I , 1 1 '1 LEGEND: 0 ` �\ END• � U O _ SBL =SETBACK LINE ~ LLI U I I„ I 1 i i i ` i i i i 1 i 1 _l `jj ; _ - X�L `\ 1, `I, 1\ \, 1\`` -`I `, 1 ,;; I i ; i 1 i 1; I,, I i 11 I 1 1 1 1 I 1 1 , I\ i' /- :- '-`i,- / (_ \. `p- ` ` 1 ` \\ `- ``I 1 I I I,, 1, 1 1 1 1 I 1' I 1, O ', _ T/ \ i \ `,\ . i' / --- ___ , `I`' I \ 1 I , I, I I 1 1 1 , i A l E&S -EROSION AND SEDIMENT Z LLI L u { 11 `�(�------ 11 ,' 1 1 1 1 I 1' 1' PROPOSED ELEVATIONS Q O J 1 I, 1 I 1 I 1,, I 1 1 , I , t " - ,/�1,' - -' -- ---1 /'\\in" \ I\ \, I 1, 1 1 1, , 1 1 1 1 1 1,, x 630 = ry� -- ' \,GI _- _ -: - , 1 ` .. I 1 1 1 v 1 1 , , 1 I , , I I , I , , 1 , z L1� 1 1 1 i l i I i I 1 1 , i 1 1 1 1 1 \ "" i %\ ,- ! : ' - i i` \ I 1, 1 1 I j ; 1 1; 1 1 1 1 1; 1 1 I 1 I , I � ; " _,/' \. i - �'' _ -`-�' 1 `- \ 1 1 I, I I 1 I 1\ 1 1 1, 1, I 11 I I 1 1 1, 1 I I T 1 I. i 1, ,, i I I l i i i i I I 1 \. -p ' i" i ' 'dG ' ' r _' - 1 '\ _ i i'' i i 1 I' 1 i i i i i i 1 i' i i i i ; I I 1; I I 1 \ 1 1 I I I I I 1 I 1 1 I I 1, 1 1 I , , 1 I 1 1 1 , , 1 , `" ` I _ \ ®= EXISTING ELEVATIONS V O Lu Q 1 1 1 11 11111 I I' I - I :/ I I 1 1 I' 1' 1 1; 1 1 1 1 I , I C 1, I ',/, 1, 1 I 1 1 1 1 1, \, , , , 1 1, 1 1 1 , 1 1 I , 11 11 ,, I;, 1 I 1 1, 1 1 I 1 I 1 `\`1 I I '\ I , , I \_ - 1,, 1, 1, I\ I I , 11 I 1 1 1 , 1 - f / 11 I 1 1 1 1, I I 1 I I I 1 l 1 I 1 I I, I 1 1 1 1 1 \` 1 \` \` I / / ,,- _ 1 1 1 1 1 1 I I' 1 1 1 I 1 I I I I 1 1 1' I I I' / O - 1 / I _ 1\ I 1 / 1 I I l I S I , H , , , , \ LOD LIMITS OF DISTURBANCE 1 , 1 I 1 1 1 I I 1 I I , , i x I ,,, _ - 1 1, 1, 1, 1,, 1 I I ; 11, 1 I 1 1 I I, 1 I 1 1/,,, 1 I, 1 , I 1 1 l \ \` \` 1 ' ',' '- - . 1 1 1,, ,, 1 I 1 I 1, 1 I ,, 1 1 I,;;,; 1 1 1; I 1 1 I '� f; - ;' I I 1 \I I; 1 11 I I I I 1 1 1 ,' I 1 , 1 1', = N ENTRANCE , 1, 1 1 I 1 1 1 1 I I 1 ` ' ` \ , , , , , I // ; ;' / I _-- 1 1 , I 1 1 1 I I 1 1 1 1 , LL 1 1 , I 1 1 1 _ , ' , , i ; --; - --- - - I 1 1 ' 1 , 1 1 1 1 1 , I , I , 1 1 , , I 1 , , 1 , , 1 , ; , �J 'I , , , , , , , , 1 I , ' ,' , , • ;' , , , , : _ ; , , 1 , , 1 , v 1 1 1 , 1 , 1 1 1 1 , , 1 1 I 1 I , , , , ; CE 3.02 CONSTRUCTION Z O i i i i I i , 1 I `` 1' / , i / , /' ,/ i___ _ _ --- 1 1 1. 1 1 I 1 1 1 1 1 1 , 1, 11 1 / 1 1 / / - 1 1 1 \ 1 I I 1 1 1 1 , I , 1 1 1 1 I 1, 1 1, 1 I 1 1, , ` \ ' ' _ \ i 1 '1 \ 1 i I i 1 1 i I ,, I I I 1 I I = ' i i I i i i i i 1 i i i i '`1 I\ `1 i i i ' i / / i i i i'_ ___ __ 1 1 '1 1 11 11 1 I 1\1 ' I , 1, I 1 I I I 1, I I 1, I I I I I,, 1 1, O ^ I 1 , , , 1 " I I! , ' ' , ' ' ,\ _ --' 11 I 1 1 , I 1 �1 I / I ' ; 1 ' 1 I , 1 1 1 1 I 1 1 1 I ; ' I; II II 1 11 I \ SF 3 OS SILT FENCE LLJ 1 ¢ Q I ' , , I I , I I , I , // ' ' ' , , ' ' , 1 1 , 1 Y , 1 I 11 I , 1 1 , , i 1 I , , I , , I , 1 1 \'1 /' / I. / ' , , , , 1 \ i 1 ` 1, 1 1 1 1 I \ \ 1 1 / I / ; , 1 1 I , ' , 1 , 1 O CIP = 3.08 CULVERT INLET PROTECTION O I I- y 1 1 1 1 1 .1 1, I ',/ I , 1, 1 1\ 1 1 1,,, '\ , 1 , 1 , 1 , `�.: , , I ,' , , ; , , - - - \ >_' - - ----------- I ' ' ' \!\ '' I I ; , ; ; ' '` ' ' `I `, I, ', I I 11 U 1 , , 1 , 1 \'\ ; , , , , 1 1 , 1 , I 1 „ I , 1 „ \ 1 1 1 1 1 = 3.13 SEDfTMENT TRAP O I 1 I I J ; I ; 1 ` ' \`1 ``, ! - ' : 1 ;' ; ' _ I 1 ` ' ' I ' I I' 1 , , ; ; , , II \ `, 1 ', , `1 , 1 I , - -- 1 1 , , , , , I 1 1 , 1 , , _ 1 1 , 1 1._.-1._._.� ; : -j - \ 11 I , ; , , , I 1 1, \ , 1 1 1 I 1 I , 1 , , , I , 1 A 1 '\`, `, " , " = J ; , i% / ; `, I, I 1 1 11 \ 1 , `, I , , % , , 1 1 1 1 ST , i I 1 1 I 1 1 1 1 1 V i i - -'I-' - ' \ __ ` I 11 1 1 1 , 1 " " `1 \ \ 1 1 `1 1 1 `1 1 1 , I I I 1 1 I ' 1 1 I ' -� 1 ,i �' \ -= --------- ' 1 11 ,, 1 , I 1 1 1 1 1 1,; 1 1 1 1 'I N ' 1 -k / / /' 1 \ I S 1 \ = 3.18 OUTLET PROTECTION �p ` 1 I I , ; "' ./ ;' f, /i i/',; ; - - 1 `I ' ``I, I `I , 1 I, 1 1 1 1 1 1 , 1, 1 1 f45� 1 1 I I 1 I '1 1 1 1 ` I ' ` ; %,' , , 1: '- I ' i , / / \ '. " -- : ' `I \,'\ `1 `\ ',. 1, ` \ \\ , ` \ I , I `1 1 `I `1 `, `1 ' , 'I I 1 ; `1 11 '1 1 1 9 QQ'; '` I 1 , I I I 1 1 �, I ,1 , , \ / , / .\ / 1 1 ` `I ` , 1 1 , 1 ` 1 1 , 1 1 , 1 , 1 l . OP I I I �', 1 1 1 1 i • , '"/: / \ / \\ %, `1 I, `, ', 1` ^ \ ` `, \ ``I `1 `II `1, \ % '\ `\ , I'1 , \ `% \ \ I I I `1 'I `1 '`1 '`' 1 `'I ` `,(11 '1 '1 \ 1 I 1. 1 1 1 , 1 1 I - _ - 1 I. `I 1` 1 I 1 I I 1 1 1 \ 1 1 I` 11 I O , �' , 1 1 1\ I `I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 , 1y,�j 3 21 LEVEL SPREADER C%� = ' ' - , , , " ---- .\ , , , , I , , `, `, `I \ `1 1 , 1\ 1, 1 1 1 1 \ '1 '' ' \Jy I ` I ,, .r 11 1, 1 1 ' , /, : / -/1 ; . ";' \ 1 `I \ 1 I I \ 1 1 `1 1 I 1 1 1 1 ✓/ i i I 1 ' 1 I, I i / ; ' ' , /� / i 1 i i i' ' i i'' / \ _____________'' ' 1 1 �1 I 1 ` 1 \ 1 1 1\ 1\ , 1 1 1 1 1 1, ; I = . 1 1 , % 6'�ii--i�_>_ - _ \ 1 1 I I` I,` \ 1 1 1 11 1 1 , I\' 1 1 ,,' .1 1 1 LS 1 1 f', ; 1 ' I % I ,/ , , 1 \. I 1 1 , 1 1 I I 1 \ I \ , 1 1 \ \ \ \ \ ' ` \ TS 3 31 TEMPORARY SEEDING /, 1 1 I , , 1 ' /? , , ; I ' ' i \ ' _ \\\ ' ; 1 , 1 1 1 , 1 1 I ` \ \`I\, `` I , 1 1 111 1 1 1 1 - J /, " , ; ; �Q A 1 1 I, 1 I I 1 \\ 1 1 I I , 1 / '\ ' , , , ,' .`", i'--V.v�'1�,- f/ 1 1, 1 I 1 1 \ I 1 1 1 1 1 1 1 1\ 1 1 1 1 / i , , , , , , , j ' ------- I' d 1 I I 1 , 1 `1 1 I I\ ` `\ \ ` \``\ 1 1 1 1 1 1 1 1 1 `1 1 \ \ \ \ \ `1 ` \ \ \ 1 , i i I i i --<' I' /%•�; ------ `� - -., , 1 I I 1 I 11 1, 1\\ 1, 11 1 I 1\ PS - 3.32 PERMANENT SEEDING Z i i i i I I i i i ' ' i ,' i - - - , I %I ---' - i' - 1 I 1 1, 1 `I, I `I \ ``, I `I`\`\1 1, \ 1 `I 1 I, \\ \I \ 'I \ '1 `, \ \ \ `I \ ` ` \ I, ` `, `1 I 1, ' i \� ` 1 1 11 / , , " : " , - 1 1 I - \ \ I 1 ,, I, 1, I , 1 ,:: , /" ' /� I i/: ' //- I , w\ I ,%/' 1 1 ` \, 1, 1, 1 1 1 11 1 , 1 1 1 1 1, , 1 1 `I 1 1 11 1 ', i L1J `1 1 1 1 1 1 1 1 1 I 1 111 1 1 1 / i i i I i i � ___� = i i/,, /: : i� � `- ________- ,i , , 1 I 1 1 1 1 1 1 1 1 1 1 1 ' \` 1 1 I' 1 1 1 1 1 1 , 1 1 1, ; '', ,' ' - , ',_ i I \ I 1 I 1 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 i , _---- /" --�I S'i' ' ` --•- u' I I ` 1 ` , ,' , 1 1 I \ , , ,\, , I , 1 I I 1 ,1 I� ` 1 , ' \, \ \ 01 - THE SOIL STABILIZATION BLANKET = U --. " ; ; , / - I , '" ' , I �' - , , \ 1 ` 1 1 1 1 I % I ` 1 1 1 1 1 1 1 , ' % ' / , ' ;'; ; ' '�, i = - 1 1 ' , , , 1 , 1 1 , \ 1 , 1 1 1 1 1 1 1 , `I 1 , 1 1 1 1 1 1 , 1 , i , ' I I I '`` ``` ' %';' ; ; "' / ; ';' = l i i. - 1 , '' , , , , 1 I I I I 1 1 1 1 , \ 1 1 1 1 1 \ 1 1 1 1 1 , `, 1 1 1 1 1 1 , , , , 1, 1, ,, \ ." , -- ----' ; ' - 1 1, , , , , 1 1 1 1 1 1 1 1, 1, 1 1 1 1 1 1 1 1 ` 1, 1, 1\ 1\ \`. TREATMENT #1 -`, -`. ;' : , , , , ,':':' ' / - 1 I I , 1 1 1 1 1 1 1 111111111 11111; `,\I\'1 ', '111, 1 I ` i / /, // j/ , /' _ 1 i/ 1 I I 1 ,, 1 1 1 1 1 1 \ 1 I I 1 I I\ 1 1 1 1' 1 1 1 1 1 1 1 11 11 1 1 1 - - / -- 1 ; , , , \ \ \ /M 2 = 3.36 SOIL STABILIZATION BLANKET o w Q _----,`.- ```\1 / "„r.- ./.- /" ' ,' ' ' ' ' ' '/ ,'-(\Y'II,' _C '/ -_ - , , I i' - I 1 I I , I I 1 1 1 1 \ 1 1 1 I 1 1 I 1 , 1 1 I 1 1 1 1 I 1 1 % 1 , I , \ ` , . - ' : V^'- , 1,, I , i i' i i I I\` '1 \ i 1 1 1 1, 1 1 11 1 , 1 1 1 1 11 11 1 1 1 1 \\ \ \ I TREATMENT #2 C `J c 1/ '' _ - 1`H\\\;`,`` \ 1 I 1 I- ; 1 1 - ; ; , , , , ; ' ` 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 , , 1 , , \`, 1\ - ' -- - '/ -/ - =1t ` ` 1'`1 ` ; ' ; ; ; ; , ; ; ; ; , ; ; \ 1 , 1 1 , , 1 1 ' 1 G - 3.37 TREES, SHRUBS, VINES 7 % %', % - __ ��__- ' ., . 1 I , ; ' i ' I i 1 I i 1 , 11 \I i `r ` ', © Z Q ``; , /' ,'/' '�,' __ _ / ! \`\ D i 7yry14� , i ; i i ' ; i i ; ; i , ' ' I 1'` 1 1 1 I\1,\'\ 1 1\ `\�`\j`,,`i , `' , ' i i ; �_ 1 ` `�\`` ;`I ``-,,vR\ID -hh 0 --mq 0' ; , I ; ; ; ' / I ' ; ; , / ' ' , I I ` ; 1 1 , , , , , , , , ' , ' I \ 1 : ' ; %�' ;11 I/ ----- QA % I �\ � � M� 1 AND GROUND COVERS Q W z > ;'� , ;'-- -----= DA E2, \, `,\\` , -LAWRENGE' rJAR�HA4L SIR' y Q LAWR C["/ ." IAKSH/�IL; allr r r i i i j ; 'i i I i I i i ; i I ' / ' ; / Z i \ ; /, /';' i, ; 11.3%'1Y^' ,%' . 1 ,I, 1 I I ' , T"" , , , , , , , , , , , , 1 I , , , I , , ' ; ; ; ' ; ' ; 1 ' ' _ / / / , , ' ' D.B. DEED BOOK = \. 4------ifi�6AC✓ \19,B.,4�5q, PG 596 / ; ; 1 III ; ; ; , , ; ;'; ' \ PG. r.11 ' ;' I , ";" y -- \,' .'\ ` .`11 ` ; \`` , I I , " ; / , , I I , , , I 1 I I I I I ) 1 ' ; , , / / ' , , , " , , ' , , = PAGE 1 1 1 I 'I;' ,'1--- , - - 1I, , , I ",' ;;,,;';1I,,,III,I,II;''';;;,, ; ,;'; W i 11 \ \\ \ I 1 ` , -D,B, 81a P�. ,21�, 2 1 I(PGAT,f , , I I I , , , I , 1 , l , ; ' IRF - ' ; 111 2l ; , , , , , , ' / ' 1 I , , , , , , -IRON ROD FOUND \ ; , ; i' _`�', `111 I\L`WO'Llb Pj/Ay{ 1, E 1 1 1 1 I , , ; , ' ' l ' , I / I , I I , I ' , , , , , ; , , , " , , ,.L ;' -- E F.F.E.F_ FINISH FLOOR ELEVATION 4T4 ACHE ; I /' ;, Q ,' --- - A ,yip , , , , , , ; , , , ; , I ;' , , ' , / , , , . \ - - :`�\ '`I 1 1 1 '-¢. - 1 I Y , 1 1 I I , , , , ' I I ; I , , I , ; ' I ; ; ; ' ' ' , ; , , % ' ; ,' \ ' /" ; j -_ �;`.\ , , , ; , ! N , HDPE = HIGH DENSITY POLYETHYLENE /'i II, _ - '"'`':;``:`:\�`.``. II11,111II I;;; 1;II,II;,I;,,,;;;,,,''I ;/%, ;, '/,., / /' ^IJ�q % , U/C =UNDER CONSTRUCTION ' , '/ i 1 ' T"'i )'!' ," - \\.`: \`" \`.. \``. ` ` `\ J 1 ' I 1 1 I i ' ' , I / , I ' ' ' / ' , I i i ' I ' ' , ' ' , / / . I _ i , %,/ / `,` 1 ' ' ; ,, / I ; , , ; ; ; ; 79B SOILS TYPE [ 'asaC: F\` \:\\:`: 1 ; I I I I I I 1 II11 I1I 'I,I"... ..I' I' .. ; ; ; , ; " " / / " ' / , ' \., I }I� I/^'\`. ;�``11`, ''\. .'I'I"\ ___-J I 1 , , 1 , , 1 , , , 'i , ' r / , ' ' , , ' , i i , i ' ' i / I , , i' ' ' i ' _ ��,`V-`. ``\ I I I 1 I 1 , , , I I 1 1 I I 1 1 1 / ' ' , ' l r , l 1 ' ' i ' / , ' i I ' ' ' , , , / , , r ' , l , ' _ / , , , I , " , " ;' \ , I 1 1 I% 1 1 I 1 , I , , 1 , " ' ' I , I " , I DA-A -DRAINAGE AREA IDENTIFIER %" �' :\'\ ` ; , 1 , 1 I I I I I I I I' , 11 , I, 1I, 11I11I' I III I ; !; I I , , , , , , , ; , , , j 1 1 1 1 , , , / 1 ' 1 , ' , . , , / , , TI ' / ' , ' i' / ' / _ I , 1 1 1 1 1 1 1 1 1 I l I 1 I ' 1 1 1 \ \ 1 I 1 1 I ' , , ' i / / / / " , / / / ' / ' /' / / i' '`\\ \`\\.` \`` --. I 1 I 1 1 1 1 1 1, I 11 1 1 1 1 1, '/ / /, ••\ O �I .i ! ' ," ," " ' ;' " ' / - \\ ` `' \`` `` " _ ---- 1 1 , 1 I 1 1 1 1 1 , 1 1 1 1 ' 1 1 1 1 1 1 I , 1 , I\ 1 1 I 1 1 1 1 \ I ' ' / , , , / / , J - -- ' / , ' ' i''i' ' l ,i ' i' /' / / `` ` ``` \ `. \ `. `. `` \ `` `` ``1` ``' `` ```` ' - ' '1 , , 1 1 1 1 1 I ,, 1, `,, I\ 1 1 I `\ 1 11 I 1 1 11 1 1\ I I \I I, 1 I 1 1 1 1 1 1 1 1 , , / i-/ i' i i i I I , , / ---` -- `` ``\\ `. 1' \\` ---- --J ' 1 i i, 1 1 1 1\ \ '1 1 I I 1 I I 1 1 % V• i i / ] / -� `_ ` ` ``` -_ 1 1 1 I 1 1 1 I 111 I 1 111 I 1 1 1, 11 ,`` , `I`I` `1, 11 11 11 1 1 1 1 I 1 i I / ' , , , , , ••\. i i r ' l ' I ;' / „1 --`- ` _-- _ , I I 1 1 1 1 , , ` 1 1 \ 1 , `, I\I I 11 11 I i ', i i ; ` , \ \ I, ; ; /, /' % ' -P O - ,, I i i i i I' }-A----`\ \`` `` \' ---------- - i I 1 i i 11 i 1' 1 1 I 11 \ `1 11 1 1 O ;' ' ' TJA / `;1 1 .\`; ```` `' 11 `I 1'I `1 11 11 1`` 11` ,1 \ 111` 1 11 `\ 1 I 1 1 I ` 1 1 ; , •\•. ``` ```` `\ `` 1 1\ 1 I 1` 1 `I I 1 I 1 1 1 1 1 ,,, 1 1 1 I, -Y' `` `` `\` ```\\\ ``` ``` \ `\` `\` \` \`. \ `. `.; .1 `` ` J 1 1 1, 11 } i ` `I 1 I 1 '1 ' 1 1 , '\•• vp N -p / /''` 1_______________` 1 11 I 1 I 1 11 1 1 1 1 1 Vi' ,1 `I 1 I 1 '% ' i1 `I I 1 1 1 \ ` ` , /' , I, e , `` ` .-_-_ - -`-`__-_____-' 1 , 1 1 1 I `I 1 \ `1 ' 1 I 1 1 ; \- AC= ' 1 1 I 1 ` 1 1 1 `I I 1 1 1 1 1 I , (''i •A \ , : '' :' :,' - l ' ' , I , i ` __ / , 1 1 1 I 1 I 1 1 1 , 1 ` 1 11 1 `I I 1 I 1 y _ Jl' \ ' -\ ` `,``\`, \ _-____-_____ ' 1 1 1 1 1 `I 1 1 1 ` 1 ` 1 ` ` ,`I I,111 ,111 I`I ` 1 1'1 1```\ 11 11 J O Z O fJ : % '' i : ' ' ' ' �� I \ , . \ `, `, `` _________________' I ' , 1 1 I I ` ` `I I, 1 1, I 1, 1 I 1 1 I 1 •,\ J .. , , , , ,/ r , ' 1 1 rJ' ,\\ ` I' l I I , ` 1`I '` ` ` ` 1`1 1 `I I \ 1 I \ 1 I .� " {`3 , : i : / / ' , / , p '� / �, � `: `,\ . `, `, ' - - , , I ; 1 1 1 1 1 \ I \ 1 I I 1 1 , \\ 1 1 ` -?I 'O O O W - ' I ;' I ; I 1 1 i,/ / \ �� ``� , `- ,: `, ` `\\`\ `,\\ `\' \,-- - --- -- --------------' r , 1 / i ' / : I % ' , i ' i i ) �I `I '1 I I ' •\ . 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KIRK HUGHES ' A'3 AC „ \A c> LTC. N0. 1458 ------ " " /' ' i i ; , (� - ' ' , / , / , / I /' ' / / , / I _ SG,J. _- --` -`-\ \\ \, , \ -`_ ". ' / - ' , / / __ Q BE0 Eli ------- ; I'; -43 vie• 1 // ' ; ;';' % ; % % -': 'I ` t 4 I I = /"; %;"';/Iq _--\\\`,`,_ \ 1 SURD 1 , % , , , / / Yo,SJ _ _ ;I I% ; l I, ' ;' , ' �= ' / ' - '; / ' ,%; / - --- \ DATE: MAY 24, 2019 ------- l i i i' I , , I1, ,' :' "i ,i- /"/',i/�/'/'/�'/'/, O \ - ,, ,, I , , ' ;' i ' / / / : / / ';1 "I11"," , 005P \�, \ REVISION DATES: / / 00 (011 \ OCTOBER 31, 2019 -' = , ' / // I , , / I , I ; /,,,; i, , / !; , ' I ;'; .00 \\� SH T KEY ' % I I' I I ( 1 ;'' i; /i % % / ; //i , , %;', Q 0190� F�0 QG• �� lQ��l SHEET 1 EE EROSION &CONTROL PLAN OVERALL --= - ' %' i ; I I I I I 1 I I / /'' / ' /,% /',/ ' ���P� p5N6' 3 y, SHEET 2 =EROSION &CONTROL SEDIMENT TRAP ,1,1,I11, i' \ -: ''///'' i III 1 1 111 I 1 ', %/i1'/ E P p$ Q0. AND DETAILS , 1 1;;; 11I,, l;'" �� 5ti61 :" I ',I,;;;11;,,, ,, 1 ' ' I 1 , , , , , ' 1 , / , ii : i' /i' V - , ; ; ; ; ; I I I I , / , , 1 , �' / 1 ; 11, ; 1 ; ;III 1 I , , i ; 'I ' SCALE: --' - ' /III 1 I I 11 I I I ,' ; % ; ;' , _ 11 1 I I;; � I I I I ,, I; HORIZONTAL 1"=100' 1I 1I , I I; 'I;; - ' III ' , I 1 1 I / / „ CONTOUR INTERVAL=4' 11 = / I I 1 1 1 I ,j , SHEET TITLE: _______- - _ %' EROSION CONTROL !_____- - _----- "I " . , PLAN ---- -- SHEET NO.: -- --- I 1-00 1992 CONSTRUCTIONOF SUPPORT)(WITH WIRE POSTS.I- SET POSTS AND EXCAVATE A 47Xe 2. STAPLE WIRE FENCING TO THE TRENCH UPSLOPE ALONG THE LINE OF POSTS.rtrtq II`II 'iiiii\�� I'1W IIII I1� u�l. � `�`Hu`�•�illll 11 ©'��1II, ll�l �It \► • ri%i 1 rilt]� +' ( V�i �r�s�llru�i!�IIUI j _Nd111►-�1 � I ,�dll1 � I emu•=u. ,�•1� �I11-_11� / �- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND MEND IT INTO THE TRENCH. EXCAVATED SOIL faL � i k ' ii,@ sP y�`'sA• 4 `� , t � Jill FLO EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE V ���t ♦ i �� I �y J'S gel el , A k�' V �. _ II11�- nlll 'r III y. Source: Adapted from Installation of Straw and Fabric Filter Barriers_ for Sediment Control, Sherwood and Wyant Plate 3.05-1 1992 LEGEND: SF = 3.05 SILT FENCE DID = 3.09 TEMPORARY DIVERSION DIKE ST = 3.13 SEDIMENT TRAP 3.13 TEMPORARY SEDIMENT TRAP ORIGINAL VARIABLE" GROUND ELEV. B A - - I.0' 67 CU. YD./ACRE _ y vnaIABLE' CN 57 CU. YD./ACRE (EXCAVATED) <' MAX. FILTER CLOTH ORIGINAL GROUND D ELEV. ,SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPPAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEEL) _ 5 x DRAINAGE AREA (IN AC.) L DIVERSION DIKE � DIKE COARSE AGGREGATE/"/� EXCAVATED / / FILTER CLOTH AREA "COARSE AGGREGATE SHALL BE VDOT 13, #357 OR g5 OUTLET (PERSPECTIVE VIEW) Source: Va. DSWC SEDIMENT TRAP SCHEDULE SEDIMENT TRAP NUMBER CONTRIBUTING DRAINAGE AREA STORAGE CY TRAP BOTTOM DIMENSIONS AT OF EXCAVATION ELEVATIONS FT FROM BOTTOM TOP A DRY STORAGE & WIER B WET STORAGE C EXCAVATED D BERM W L REQUIRED I PROVIDED WIDTH FT LENGTH FT DEPTH FT IDENTIFIER I AREA WET I DRY I WET I DRY ST-A A 0.30 20 20 21.1 20.1 11 20 2.0 +4.0 +3.0 +2.0 0.0 3.0 3.0 ST-B B 1.03 69 69 69.2 69.0 20 41 2.0 +4.0 +3.0 +2.0 0.0 3.0 6.0 ST-C C 0.3 20 20 21.4 21.4 11 20 2.0 +4.0 +3.0 +2.0 0.0 3.0 3.0 ST-D D 0.75 50 50 51.5 50.3 18 33 2.0 +4.0 +3.0 +2.0 0.0 3.0 5.0 ST-E2 E 1.23 82 82 82.8 82.4 20 49 2.0 +4.0 +3.0 +2.0 0.0 3.0 8.0 ST-F F 0.94 63 63 63.6 63.2 18 40 2.0 +4.0 +3.0 +2.0 0.0 3.0 6.0 ST-G G 0.6 40 40 42.3 40.2 16 30 2.0 +4.0 +3.0 +2.0 0.0 3.0 5.0 ST-H H 0.7 47 47 50.3 50.0 17 34 2.0 +4.0 +3.0 +2.0 0.0 3.0 5.0 ST-I 1 1.1 1 74 74 74.6 74.5 1 21 42 2.0 1 +4.0 +3.0 +2.0 0.0 13.0 7.0 Plate 3.13-2 1992 3.36 TYPICAL TREATMENT - 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION NON FILL SLOPE SECTIONS SOIL STABIUZKnON MATS SHOULD BE INSTALLED VERTICALLY p % Q g / rYLTE: SLOPE SURFACE DOWNSLOPE FOR BEST RESULTS. / SHALLBE SMOOTH AND FREE OF J? Q ROCKS, WMPS OF / DIRT, CRASS AND �• Q i STICKS. MAT SHALL BE PLACED FLAT i 0 ON SURFACE FOR PROPER SOIL CONTACT. 12 0 - 10 - 0 DIRT SHALL BE `^ y , TAMPERED PRIOR TO LAYING 70P LAP OVER TOE BERM MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND PROGRESS DOWNSLOPE OF GUT SLOPE SLOPE LINING SLOPE LINING TOP SLOPE (WET SLOPE) (DRY SLOPE) TREATMENT - 2 POLYPROPELYENE 2. NON -WOVEN (NEEDLE PUNCHED) E TREATMENT - 2 vgoi GEOTEXiLE FILTER 4VTFR > CLOTH [BEHIND IN TREATMENT - 2) I! SOIL . BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE BOTTOM OF OUT SLOPE 4'OR SHOULDER BREAK POINT Source: VDOT Road and Bridge Standards Plate 3.36-5 1992 3.13 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) I_ li HO W _____________ 1.5 0.5 2.0 2.0 1.D 2.0 2.5 1.5 2.5 3.0 2.0 2.5 ry. 3.5 2.5 3.0 No H 4.0 3.0 3.0 4.5 3.5 4.0 - 5.0 4.0 4.5 EXCAVATED AREA ,• MAx. DEPM = 4' ORIGINAL GROUND ELEV. Source: Va. DSWC Plate 3.13-1 3.02 CONSTRUCTION1992 STONE •: 70' MIN. EXISTING II II II IIaIt�.IIL'llll _,:.r FE 6. MIN MOUNTABLE BERM EXISTING GROUND 7V MIN. WA HRACK' �E MEN WASHRACK PT q� f . II. .L II ;'11 EXISI 44 PAVE PAVEMENT Ilya 1\ ♦ 1\ //,MI �,llu '♦ �IIIIIC,.. �..'' ,� VDOT #1 POSITIVE DRAINAGE 10' MIN \: I IN COURSE AGGREGATE TO SEDIMENT B TRAPPING DEVICE EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATIONMUST IT MIN. III '.\*•�•�I�►+:� l�I.Y MIN. FT TER r, I SECTION REINFORCED CONCRETE TRAIN SECTION Source:Adapted from 1983• Standards for Soil Plate 3.02-1 Erosion and Sediment Control, and Va. DSWC TEMPORARY DIVERSION DIKE Compacted Soil 18" min. t-Flow N 4.5' min. I Source: Va. DSWC Plate 3.09-1 KIRK HgUGHES C?< ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 J Q z Q J � Q > O z W z o w U J O z U o W Q o o� w z ED Q O ¢ U Q CO 0 W co z U, o Q o a_ Ir Q LU z U _n O W cD < U 0 z z W W > Q � J FILE NO.: 2019-013 DWG. NO.: \2019\2019-013\2019013-01. DWG NORTH STATE SOUTH GRID NAD-83 DATE: MAY 24, 2019 OCTOBER 31, 2019 1 SCALE: HORIZONTAL 1" = 30' CONTOUR INTERVAL= 2' (TRAPS) SHEET TITLE: SEDIMENT TRAP DETAILS SHEET NO.: 2-00 TYPICAL DRIVEWAY CROSS SECTIONS — NOT TO SCALE I / FILL SECTION CUT SECTION __-- __ I II 11 II / % ®5 2 �14 / TRAVELWAY 2% EXISTING GRADE -- EXISTING 1 I \ I GRADE I 4/5 -- DOUBILED SAND EALED 6" - 157 GRAVEL 2" TYPE SM-9.5A 8" - VDOT 21A III —III —III GRAVEL BASE COMPACTED SUBGRADE —III=III— 95% STD. PROCTOR III= /7 / / // / / / / / p E I I I \ I I 0 5 \ I I I I I I I 1 I 1 1 \ \ \ 1 I /\ SCALES: \ 1" = 30' HOR ®SI \\ \ 0 \\\\ \\ \ 0 1" = 30'VIER \ \ \ 860 860 °° m 840 840 0-0 + ea 820 w 820 = 7577T-w > 1 = 14.96% ¢ a 800 O N U7 a 800 U + __19909 � N II _43 42 a 780 780 J rM O r- > 760 0 n I� o a � r 760 + 0 O a 96 ' °° `° 740 a 740 a o F U F u7 Q > `� w 720 N = 720 > 12% al = 10.50% a a - 700 II 1n Lu 700 5.24% F- F- J > > VPI STA- 680 680 a a 9 = a2 - 14.96% 660 660 VPI STA = 11+25. 0 oVPI FI = _ 20.67 - 640 640 -10.12% wCURVE LEN= K = 20.49 620 o 620 600 600 Cn (p N pp 10 c0 O00 0 � O Ln O u7 r L 6) rn O Lo O N I� O N rn o 580 N o n o ro � o o n n M n n m 580 �o �� �� �� �� �� �� �� �� �� �r �F rr, r� r-r, r� �r, r� �r 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804)296-6942 O rn O 6 0 0 0 O O cy') 0 FILE NO.: 2019-013 DWG. NO.: 1201912019-01312019013-01.DWG STATE SOUTH GRID NAD-83 DATE: MAY 24, 2019 1 1 OCTOBER 31.2019 1 SCALE: HORIZONTAL:1" = 30' VERTICAL: 1" = 30' SHEET TITLE: I».10I.10IllV:ZelII10 SHEET NO.: 3-00 TYPICAL DRIVEWAY CROSS SECTIONS I ---NOT SCALE FILL SECTION CUT SECTION 2' 14' 2' VELWA TRAY 4 2% EXISTING ti> GRADE / EXISTING GRADE -------------- / / / \ PRIMED AND — — — — // / „ \ DOUBLED SEALED 6" #57GRAVEL 2' TYPE SM-9.5A 1 p 5 I COMPACTED SUBGRADE =1 II II II II II 1= 95% STD. PROCTOR — — — — — — — — — — — 940 940 920 920 n + to 00 ro 900 900 o 00 N L W 0) 0) toIl F �° 880 N N 880 1 = 14 96% N > 00 M W U � e P.= 0 860 rB P.Oo N o - v7 860 0) E= °° I 840 e = o II J 05% 840 + r, a2 = 4.88% a Lo a _ o 820 W > 820 > - 800 > 800 m � - 8-46.42 + -_ 9 = .42 o °° — 2 = 14.51 P. 780 00 780 N = 100.00 00 - o 77� 9 = . o V) Ld C RVE LEN = 50.00 - ' 06 760 760 W __11-65 U U > > — C0 10 a0 ( II 1 = 4 88% 740 740 RVEa = > D 720 i 3 720 700 700 680 680 r N c0 co Lo Cy CO N h (D Ln O cD N I.7 O N Ih 0) N � m m Lo 00 0 660 00 o o � n 660 r, I` n r n � 00 20+50 � 00 00 21+00 00106 21+50 00100 22+00 00 22+50 00 00 23+00 r � I• 00 00 00 00 00 00100 ao 00 00100 00100 00 17+50 18+00 18+50 19+00 19+50 20+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804)296-6942 O rn 0 0 O O 0 O cr) 0 J J �2 Z v J � CQ G � Z U � UJJ ov U Lu Z Q w Q U co z U) Q o N J � Q LU U co L.IJ U LLJ z z Q Q � FILE NO.: 2019-013 DWG. NO.: 1201912019-013VO19013-01.DWG STATE SOUTH GRID NAD-83 DATE: MAY 24, 2019 1 OCTOBER 31.2019 1 SCALE: HORIZONTAL:1" = 30' VERTICAL: 1" = 30' SHEET TITLE: I».10I.101liv1 011110 SHEET NO.: 4-00 I J TYPICAL DRIVEWAY CROSS SECTIONS \ \ \ \ \ \ NOT TO SCALE FILL SECTION CUT SECTION I TRAVELWAY 4 I 27 M�x1", GRADE EXISTING GRADE I T-C_ \ \ PRIMED DOLED SEALED � 6" - #57 GRAVEL _ 2" TYPE SM-9.5A VDOT 21A GRAVEL BASE II II 1= COMPACTED SUBGRADE =1 II II II 95% STD. PROCTOR _ / IX. Ra v v v v A v v A 06D)� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ % / / nsT ST�- v v A l V A V A 1000 1000 0 0 00 980 00 + m VPI Et: - 980 �" � II 9 = N 2 = 13. 0% 960 -_ w 960 O g I = 13.00% a U > C3 In rn = 10.50% V) > - � N c On> 940 I 940 VPI STA = 28+2 .23 M J Q w 920 920 �, (ca 0- rnCURVE LEN=lUJ.UOo to + 00 K = 7.95 > a 900 900 o 0c'l w m r N 880 w N __ 880 Q cn a > n - I a U r a'�. (n w 860 14. + m J 860 r� 9 _ > > °' a CURVE LEN = eo 840 N O J - 840 - + u7 00 = U U N 9 = o > > 00 a 2 = 13.00% 820 820 II 0w F J H H - > > 800 800 gi = g2 = 14.51 0 780 780 760 760 1 1740 740 W 14- CD 04 00 p.T r7 m N m 00 N O 00 . Ln N I•n fn • O m d1 Ln Q) co Pe) o 'sit(o Q 0) Ln an m Lo � m Lon, N 00 720 000o ODm 0000 0oco aom 0Doo aoao aom 00oo 00ao OD 000o aoao rnrn rnrn rnrn rnm rnm rnrn 720 co 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804)296-6942 FILE NO.: O rn 0 O O O O O cr) 0 2019-013 DWG. NO.: 1201912019-013V019013-01.DWG STATE SOUTH GRID NAD-83 DATE: MAY 24, 2019 1 OCTOBER 31.2019 1 SCALE: HORIZONTAL:1" = 30' VERTICAL: 1" = 30' SHEET TITLE: I».10L101liv10011110 SHEET NO.: 5-00 TYPICAL DRIVEWAY CROSS SECTIONS NOT TO SCALE FILL SECTION CUT SECTION T1.4 E WAY 4 %_ EXISTING XISTING /I (. T. GRADE EXISTING ET GRADE / 'IIII '( / PRIMED PRIMED AND `� 4.00 SEED AL 8.00' _ 6" — 157 GRAVEL 2' TYPE SM-95A 8' - VDOT 21A eoo' a.o / GRAV EL BASE 1=I 1— 1I/I INHI7I COMPACTED SUBG E II-12=I%II—IJ- q 95% STD. PROC a 240,15Q 1.00 oI, I I 1 �-.^ 11 s� ,�.I.I.raI,. , 15.00' II \ \ o� sN1. $^N• \ I CD-cc II/I I I \ \ II/ \ 1I 1I I 1060 1060 co 1040 1040 - + Ln = c� 1 = 13.75%1020 1020 IFN QQ C I W w 1000 � � 1000 69 a nob980 980 9 = 0_ N 2 = 13. 0% = 960 W 960 U5- E - 02 > 0%940 + 940 M m 920 920 In VPI El - qZ59.03 >> 900 o g1 = 13.00% 900 2 = 13.75% N 880VPI�TA — - 880 - Q 0 W J = >j860 860 g . o CURVE LEN - 840 840 820 8202 800 800 co rn Ln Cj co 00 780 780 o�m o�m o�0) mm mm 0)0) cy)m o)m 0)m mm 01m m 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804)296-6942 0 uj m Ir- 0 0 0 6 0 cr) 0 G FILE NO.: 2019-013 DWG. NO.: 1201912019-01312019013-01.DWG a= STATE SOUTH GRID NAD-83 DATE: MAY 24, 2019 1 SCALE: HORIZONTAL:1" = 30' VERTICAL: 1" = 30' SHEET TITLE: I».10I.101liv1 011110 SHEET NO.: 6-00 I r APPLICATION FOR A SPECIAL EXCEPTION Request for a waiver, modification, variation ❑ Variation to a previously approved Planned or substitution permitted by Chapter 18 = $457 Development rezoning application plan or Code of Development = $457 OR ❑ Relief from a condition of approval = $457 Provide the following ❑ 3 copies of a written request specifying the section or sections being requested to be waived, modified, varied or substituted, and any other exhibit documents stating the reasons for the request and addressing the applicable findings of the section authorized to be waived, modified, varied or substituted. Project Name : Provide the following ❑ 3 copies of the existing approved plan illustrating the area where the change is requested or the applicable section(s) or the Code of Development. Provide a graphic representation of the requested change. ❑ 1 copy of a written request specifying the provision of the plan, code or standard for which the variation is sought, and state the reason for the requested variation. Y � Current Assigned Application Number (SDP, SP or ZMA) Tax map and parcel(s): 6P 3 — 161 1E Applicant / Contact Person—rM )ObSOA %".es (� Address 0 . &x -7 City Ck" Iatu cs v d( e- State OWZip 2 2.`JOG Daytime Phone# (Y5 ) J�51 •03`tiFax# ( Owner of Record Emai17 a Address 3 Z22 !�Jk v tdk f W . city Cjn v ( A-eyi e State A Zip ZZ o Z Daytime Phone# ffjq_ ) 5-3l • 43 3I Fax# ( Email LuW- P jr IMdi%S�oAj eqm County of Albemarle Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 44 • 1, APPLICATION FOR A SPECIAL APPLICATION SIGNATURE PAGE If the person signing the application is someone other than the owner of record, then a signed copy of the "CERTIFICATION THAT NOTICE OF THE APPLICATION HAS BEEN PROVIDED TO THE LANDOWNER" form must be provided in addition to the signing the application below. (page 3) Owner/Applicant Must head and Sign By signing this application, I hereby certify that I own the subject property, or have the legal power to act on behalf of the owner of the subject parcel(s) listed in County Records. I also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge. By signing this application, I am consenting to written comments, letters and or notifications regarding this application being provided to me or my designated contact via fax and or email. This consent does not preclude such written communication from also being sent via first class mail. Signature of Owner / AJent / Co act Purchaser I �YYI ✓Y, a �Y.��.sn ✓� Print Name FOR OFFICE USE ONLY APPLICATION# Date t{3� •S31•03(0�- Da3time phone number of Signatory Fee Amount S Date Paid By who? _ Receipt # Ck# •111Lim Ila"t• APPLICATI0N FOR A SPECIAL CERTIFICATION THAT NOTICE OF THE APPLICATION HAS BEEN PROVIDED TO THE LANDOWNER This form must accompany this zoning application if the application is not signed by the owner of theproperty. I certify that notice of the application for, -Kea 1d e.S'f -i o ✓ a W fx N ¢ ✓ o At - 1 rs 1 or) tv a ✓ : cJ-ar-• [Nam0of the application type & i known the assigned application #] was provided to Lei CPS o p mf�5ha 11 Sr -+ Lao tcrc_ C. !&Sha 11 [Name(s) of the record owners of the parcel] the owner of record of Tax Map and Parcel Number Gs " l q e by delivering a copy of the application in the manner identified below: Hand delivery of a copy of the application to [Name of the record owner if the record owner is a person; if the owner of record is an entity, identify the recipient of the record and the recipient's title or office for that entity] / Date Mailing a copy of the application to [Name of the record owner if the record owner is a person; if the owner of record is an entity, identify the recipient of the record and the recipient's title or office for that entity] on �Iaa�lq to the following address 33?aa Co,lnr,A Ln. 1, -yalt V✓.0 �9#V - Date [Address; written notice mailed to the owner at the last known address of the owner as shown on the current real estate tax assessment books or current real estate tax assessment records satisfies this requirement]`. Signature of Applicant Print Applicant Name Date TO: Albemarle County Health & Building Departments 12/7/2018 To Whom It May Concern: We agree to allow Dobson Homes to act as our agent in regards to obtaining a Building Permit and Construction Permits, along with well and septic permits, to build our new custom home located at Wolf Trap Road (Tax Map 63-19E). Thank You! LUKE MARSHALL July 12, 2019 Re: Tax Map 63, parcel 19E Application for a Special Exception to Chapter 18 of the Albemarle County Zoning Ordinance, Section 4.2 Critical Slopes Requesting a modification or waiver for the Location and construction of a Single Family Residence. Attached please find our Application for Special Exception. On behalf of the Landowner, we request under section 4.2.5, a modification/waiver to section 4.2 critical slopes. Under the ordinance TM63-19E, located on an access easement at the end of Wolf Trap Road, the 55 acre parcel has most of its land consisting of critical slopes and a large portion in two Water protection buffers leaving few options for a building site. Access is limited by topography and easement, and limited suitable sites and soils for a private residential drain field require us to locate a one story single family home in the location selected on the parcel. This parcel existed prior to the critical slope ordinance. Attached please find our report from the soils engineer regarding the Drain field suitability, an erosion and sediment control plan showing structures protecting the site and providing engineered road access to the building site. All grading activity is well away from any property lines, and implementing the erosion and sediment plan safeguards against any runoff damage. Slopes disturbed follow Soil erosion best management practices. Slopes are to be cut and filled to achieve a level surface for roads, parking, and building. Fill slopes are to be blended with the natural steep hillside. Drive design to follow contours and natural topography as best possible to reach the intended building site. We ask that you provide relief from the ordinance and grant a waiver for this parcel for purposes of access to the buildable homesite, grading the homesite foundation and building area, private residential drain field as currently designed, and provision for installation of utilities. Due to the size of the 55 acre parcel, the critical slope crossing and disturbance would not be detrimental to the public health, safety or welfare and is away from adjacent property lines. Well designed access and a professionally designed soil erosion and sediment plan address the site challenges and contribute to the orderly development of the single family homesite. Due to the property's unusual size, topography, shape, location or other unusual conditions, prohibiting the disturbance of critical slopes will effectively prohibit or unreasonably restrict the use/building of a single family residence on the property for the owners use. On this specific site, with the factors of access, slope/topography, soils, and water protection buffers, in conjunction with the critical slope ordinance -the special exception provision to the ordinance is the specific relief for this parcel and the owner's future home, use and enjoyment of TM63 parcel 19E. P.O. Box 418, Ruckersville, VA 22968. (434) 985-2780 office . (434) 990-8367 fax www.blueridgesoil.com July 22, 2019 Albemarle County Community Development 401 McIntire Road Charlottesville, VA 22902 Re: Location of Proposed Sewage Disposal System Tax Map # 63-19E Albemarle County, VA To Whom It May Concern: I am writing because it is my understanding that the applicants for a building permit for the above -referenced property have had their building application denied due to critical slopes. I have been asked to write this letter by the building contractor, Dobson Homes. I designed a sewage disposal system (SDS) for the property, and on June 18, 2019, VDH approved the permit. As part of my work for the permit, I measured the slopes where the proposed drainfield is going, and also where the home is proposed, and the slopes did not exceed 25%, although they were very close to that. Therefore, it is my professional opinion that the building site does not exceed critical slope, even though the area may be shown as being in critical slope on the county's GIS system. Furthermore, I would like to point out that the area where the proposed SDS has been approved is really the only area on the property where a drainfield can be approved, in my opinion. If you have any questions regarding my work, please do not hesitate to give me a call. Sincerely, f;re-? Thomas G. Hogge Blue Ridge Soil Consulting, Inc. Construction Permit OSE/K Report For. Repair Voluntary Upgrade Permit Permit 1-1 , Certification Letter Property Location: 911 Address: City: Cot Section Subdivision 6GPI 3-�19E Health Dept ID # Latitude Longitude Applia:Ont Or mint Rlialiing Address: Name: Augusta and Lawrence Marshaii Street: 432 Mosely Drive City: Ctlari®ttesvi)ie State VA .r� Page of f 1/ 0 Subdivision Approval Prepared by- OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 41a®a City Ruckersviiie PE Name Address City Date of Report OSE/PE Job # state VA # State Zip Code Date of Revision #1 Date of Revision #2 contents/drideu of this report (e.g.. Site Evaluation Summary, Soil P mflle Descriptions, Site Sketch, Abbreviated Design, et,_) 1-Cover &Survey 2-Application 3,4-Site and Soil Evaluation Report 5-Construction Drawing 7-System Specifications 8,9-Design Calculations 10-Well Specifications 11-Well Addendum Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VACS-610), the Private Well Regulations (12 VACS-630), the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealt hat have been duly issued by the applicable agency charged with licensure to perform the work contained herein. e work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the exemption in Code of Virginia Section 54.1-402.A.11 I recommend that a (select one): construction permit 90 certification letter [I subdivision approval [3be (select one) Issued voluntary upgrade Denied OSE/PE Signature A:mp e�SQ This form contains personal information subject to disclo�dunder the Freedom of Information Act. Revised 12/1/2014 connmomwemth of ` irghd Application for. Sewage Systelaa ®✓ Water 5aagapbr Owner Augusta and Lawrence Marshall Mailing Address 432 Mosely Drive, Charlottesville, VA 22903 Dobson Homes Mailing Address PC 6olt 7181, Charlottesville, VA 22906 Site Address Directions to Property: Subdivision Tax Map 63-19E Other Property Identification EVDT& Use only DueDate a,-lment IL,# Phone Phone Fax Phone (434)531-4976 Phone Fax Email Block Lot Dimension/Acreage of Property 55.1 acres Sewage System Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to build. ❑Cer'rifecation Letter Proposed Use - EH Construction Permit Single Family Rome (Number of Bedrooms 3 ) Other (describe) _ Voluntary Upgrade ❑ Repair Permit Multi -Family Dwelling (Total Number of Bedrooms ) Basement?DYesago Walk -out Basement?fJYes❑No Fixtures in BasementEm ilesONo Conditional permit desircd? 'EJ es o If yes, which conditions do you want? water flow ❑ Limited Occupancy ❑Intermittent or seasonal use ® Temporary use not to exceed 1 year Do you wish to apply for a betterment loan eligibility letter` iYesRNo *There is a $50 fee for determination of eligibility. Will the water supply be a.ublic orMlrivatc? Is the water supply0132cisting or roposed? If proposed, is this a replacement well?MYes ONNo If yes, will the old well be abandoned? ❑Yes ❑No Will any buildings within 50' of the proposed well be termite treated? []Yes SNo Is this a private sector OSE/PE application? [,Yes ❑No If yes, is the OSFJPE package attached? Gies ❑No Is this property indeed to serve as your (owners) principal place of residence? ElYes QNo In order for VDH to process your application for a sewage system you most attached a plat of the property and a site sketch. For water supplies, a plat of the property is recommended and a site sketch is required. The site sketch should show your property lines, actual and/or proposed buildings and the desired location of your well and/or sewage system. Vl%hen the site evaluation is conducted the property lines, building location and the proposed well and sewage sites must be clearly marked and the property sufficiently visible to see the topography. I give permission to the VirgimaDeparnnent of Health to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by a private sector Onsite Soil Evaluator or professional Engineer as necessary until the sewage disposal system and/or private water supply has been constructed and approved. Signature of Owner/ Date This form contains pesaowd information subject to disclosure under the Freedom of information Act. Revised 12/1/2014 Page = of (r� Site and Soil Evaluation Report LHDIN: V®i tl�e��1y General Information Date' Albemarle Couuty II®alth Department Owner: Augusta and Lawrence Marshall phone: Owner Address: 432 Mosely Drive, Charlottesville, VA 22g®3 Property Address: Tax M*GPIN #: 633-1 gE Subdivision: Section: Block: Lot: Soil Information Sammmary 1. Position in landscape satisfactory: "NYes C7 No Describe landscape position: Sideslope 2. Slope: 25 % (max) (37" in reserve) 3. Depth to rock/impervious strata: Max. 60+ in. Min. 45 in. 0 Not observed 4. Free Water Present: 13 Yes ® No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 8 Not observed 6. Soil percolation rate estimated: M Yes 13 No Estimated rate.. 75 mWin at 26 inches depth Texture Group: 01 ® R 0 Ill ® IV 7. Percolation test performed: EJ Yes EJ No If yes, provide additional data on percolation test results. Name and title of ev Tor: Th as Graham Hogge, ®SE Signature: 0 Site approve : AbsmpSon trenches (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 26 (inches) depth at site designated on permit. Site provides a total of 3,300" square feet of absorption area for primary and reserve (if applicable). *Trench bottom area 0 Site disapproved: Reasons for rejection (check all that apply) I. 13 Position in landscape subject to flooding or periodic saturation. 2. 13 Insufficient depth of suitable soil over hard rock. 3. 13 Insufficient depth of suitable soil to seasonal water table. 4. 13 Rates of absorption too slow. 5. ® Insufficient area of acceptable soil for required absorption area, and/or reserve area. 6. ® Proposed system too close to well. 7. ® Other spec' This form contaWs personal inffonmdeon suhjl t to diseksgre under &0 Ffi•eedoun Off lunfformation Act. Revised 12/12014 Page "7 of Date ofEvalUatjoij:4-i0-t9 Profile13eccrintian SOIL EVALUATION REPORT Property jD: Tau Map 63-i 9E Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or ]Professional Engineer, location of profile holes and sketch of the area investigated including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. Al JGER BORINGS 0 See application sketch M See Construction Permit 17 See sketch on reverse side or page attached to this form. Hole # Horizon Depth Description of color, texture, etc. Texture duches) Grog 9 A 0-6 7.5 YR 416 strong brown loam 2 130 6-20 2.5 YR 418 red silty clay loam 3 Bt2 20-42 2.5 YR 418 red silty clay loam; lighter, w/ silty seams of 10 YR 7/8 yellow 3 BCt 4254 2.5 YR 518 red, light, friable silty clay loam to sift loam w/ i 0 YR 7/8 yellow 3 C 54-60 2.5 Y 6/8 light olive brown, friable silt loam saprolite w/ 2.5 YR 4/8 red 3 2 A 0-6 5 YR 4/6 yellowish red loam 2 Bw 6-30 2.5 YR 4/8 red, light silty day loam w/ many greenstone fragments 3 CBt 30-60 2.5 YR 4/8 red, very light silty clay loam to silt loam, saprolitic; variegated w/ 3 5 Y 7/2 light gray, 10 YR 718 yellow 3 A 0-5 5 YR 4/6 yellowish red loam 2 Bw 5-26 2.5 YR 4/8 red, light silty clay loam w/ many greenstono fragments 3 C 26-45 2.5 Y 5/8 light olive brown, friable silo loam saprolite wd 2.5 YR 4/8 red; 3 A/R (off 45" 4 A 0-6 5 YR 4/6 yellowish red loam 2 Reserve Bw 657 2.5 YR 418 red, light silty day loam w/ many greenstone fragments; 3 AIR @ 37" 5 A 05 7.5 YR 4/6 strong brown loam 2 Reserve Bt 5-30 2.5 YR 418 red silty clay loam, w/ silty seams of 10 YR 7/8 yellow 3 BCt 30-60 2.5 YR 5/6 red, tight, friable silty clay loam m silt loam w/ t0 YR 7/8 yellow 3 RELY{,S'; Soil profiles are consistent with mapped Rabun series. 'dunes form contains personal iuformadois sabject to disclosure under the Freedom of Informaation Act. Revised 12/12014 1Tage _ of CONSTIMUCTJON DRAWING SHOWING PROPOSED P]L IAlT RIli A RESERVE SEP��°$T�IC ��d7PRIi77�iA'?TE j �7���'.L,jTAX AAAP 63-19E9 ALeBElbiic"�R E COUNTY, � y �V A CONTRACTOR: 48 HOUR NOTICE REQUIRED FORINSPECTION. PLEASE CALL. 434-531-1033. b 4j5' NOTE: WELL AREA IS NOT MARKED; AREA IS SOW -WHAT FLEXIBLE BUT NEED TO BE IN THE G AREA SHOWN t MEET SETBAC SHOWN; DO NOT D INANY DRAINAGE AY Tar 7BASMT. J c� �DRtvEWAY ra G. LEGEND a Auger Boring DF/Reserve Conner Stake jryrrmo A N ��FSr!'La N •li L7 Systems specifications Pagel'of I! V DDY Use Only MIN: Application Information Name: Augusta and Lawrence Marshall Address: 432 Mosely Drive, Charlottesville, VA 22903 Phone: Location Information Tax Map/GPFN #: 63-19E Property Address: Subdivision: Section: Block: Lot: Directions: �emerai Inffor�atioim Property Type (e.g. residential): Residential Number of Bedrooms: 3 Daily blow: 450 gpd Conditions: Notes: Sew I inn Diameter: 4 in. Material: Sch.40PVC (Or equivalent)NOtes:MIR.1.26"feAperlOfeetofmn Pretreatrmelmt Unit(s) Treatment Level: septicTenic Effluent Septic Tank Capacity: goo gallons Number of Septic Tanks 1 Size of Septic Tank(s) 1,000 gallons Per the Sewage handling and Disposal Regulations, check which option(s) chosen: ® Septic tank with inspection port ® Septic tank with effluent filter ® Reduced maintenance septic tank Secondary treatment device(s), if applicable: NIA Notes: Conveyance Line Distribution Method and Header Lines Conveyance Method: Gravity Distribution Method: Gravity dismbuncn box If pumping, include pump specifications sheet. No. of boxes: 1 No. of outlets: a (minimum) Material: sae. 4o PVC Diameter: 4" Surge or splitter box required: ® Yes 91 No Notes: 6" fall per 100' of mn. Header Line Material: Thimuall PVC aria aWd, Min: 1,500#Gu strength Percolation Lines/Ahsor tiou Arlen Dispersal Method (e.g. laterals, pad, mound): tens If using pressure dispersal (e.g. drip), include pressure dispersal specifications sheet. No. of laterals/pads: 6 Length of laterals)/pad(s): 100 8. Width of laterdl(s)/pad(s): 36 in. Center to center spacing: 11 ft. histallation depth: 26 in. Aggregate depth: 13 in. Size/Type of Aggregate: 0.5 to 1.5 inch clean stone Lateral/pad slope: 2.4 in. per 100 ft. Reserve Area Provided: 100 % Notes: Please Note - This fforin contains personal infformnalion subject to deelostsre under the Freedoms of Information Act. Revised 12/12014 Pageof Design Oaivulatdons Tax Map 33-19E Albemar]e County, VA PRIMARY DRA NMEL® ®essgn Basis A. Estimated Percolation Rate @ zs^ (Minutes per Inch) B. Trench bottom square feet sss Required per Bedroom (from Table 5.4) based on Rf Graeity ❑ IFo ❑ other: C. Number of Bedrooms M s Area CakuOatlons: C. Length of Trench (ft.) sao B. Length of Available Area (ft.) o0 F. Width of Trench (ft.) 3 G. Number of Trenches a H. Center -to -center spacing (ft.) s I. Width required (ft.) saz (Including reserve) J. Width of available area (ft.) sa K. Total square footage required s�aa L. Square footage in design saoo M. Is a reserve area required% yes see next page Design CalcWations Tax Map 63-19E Aibernade County, VA RESERVE DRANFIELD Design Rams A. Estimated Percolation Rate (Minutes per inch) Page! of I B. Trench bottom square feet 1 319 j (150 GPD/0.47 GPD PER SQ. FT.) Required per Bedroom (from Table 6.4) based on ❑ Gravity ❑ 9PD 0 other. =TL-3 EFFLUENT TO GRAVITY -DOSED TRENCHES, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GNP 156, TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT, PROVIDING A NET TOTAL NITROGEN REMOVAL (AT THE PROJECT BOUNDARY) OF 50%. C. dumber of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) L Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design �i Page 1 00f I d Nveli spee leati®nS env: YDH Use Only Applicant Information Name: Augusta and Lawrence Marshall Phone: Address: 432 Mosely Drive, Chadoaesville, VA 22903 Location Information Tax MapIGPJN #: 63-19r Subdivision: Directions: Property Address: Section: Bloch: Lot: _ General Information Well Purpose (select all that apply): ® Domestic Drinking Water ® Agricultural ® Irrigation ®➢ndustrial/Commercial 13 Geothermal Well Class: nlc Minimum Casing Depth: 20 $. Estimated Water Usage: 450 Gallons Per Day Minimum Grout Depth: 20 ¢}, Horizontal Setbacks Distance from Building Sewer: 50 ft. Distance from Conveyance System: 50 ft. Distance from Property Line: PYA ft. Distance from other source(s) of contamination: List Other source(s): Distance from Pretreatment Unit(s): 60 ft, Distance from Absorption Area: 100 ft. Distance from foundations: 50 ft, 100 ft. Note: This form contains penomal imfforemartiem subject to disciosare under the Faeedons of Information Act Revised 12/1/2014 Addendum to AOSIEYPE Certification Statement For Private Well] Construction Permit Instructions: Please check one box in 1-3 below. Statement templates for item #2 and 43 are on the following pages. The proposed well site shown herein, ® 1. Is located a minimum of 50 feet fi-om all property lines. ❑ 2. Is located within 50 feet of the adjacent property liners) but I have determined that the adjacent property is not used for an agricultural operation. i. Written affirmation from the adjacent property owner(s) that their property is not used for an agricultural operation. j. Other confirmation that land use is not an agricultural operation, please destxibe: ❑ 3. Is located within 50 feet of an adjacent property line where the property is used for an agricultural operation. For confirmation, I have attached the appropriate documentation pursuant to § 32.1-176.5:2 of the Code of Virginia. (check one below) ❑i. Written permission from the adjacent property owner(s) for the well construction. ❑ii. I certify that no other site on the property complies with the Board's Regulations for the construction of a private well. _g =�2 mAlt .& / 1 |� / /\\ r 6 po 4f 3 iY • p!� ®® qI .e Y+oyeHVMf,r.try t B% /AlLrQ 2 ty 1 f ��.. l ak. 2 amm: r � �n•ia d� Jm• fi curl ao urPafu^r frea - ''+ ^aa'N'.. ! wa-<n-pf'a mat rwv f .i � •'� 'I[� ne •M +wow ra trra MrMA•n"m 'm Rep Yft 'r>'•. N �D°eY tYwi pf, Q i0 Y4 meFr•�'a .aIF 3M a �� �� � r.r n•P:1'L"m tlN itl All +a»wQ'arr rPm w'+ F�y! auwy>r< uw1 r toss k Jt IMP rtx im ia:'. aia'+ ,a-...y `Yi h.e lah.ti•.._..`_.^�. i All �f IJt•ubYi P i inw•ut a 4Y ••. MWN'Ga< yrwr Mm t Nr PIf • a•i qY'. a1'iii .• yp bOA' N9i'M <1Y a rL:M "pp ppp tG rrJ!'. r! rpa> ��. fF a i Rd caL•�n-< came rexyi a/: y as �(��� 'r twMa s e.enp LUL Arimtwr at;Im, rd W�ryt �lTR`'es Ji^�i "st! LrMr aw cNcns�r{p�id�'CriFugixwpi'sgy'rpir�-sy ;e �•:+� `^"` - `� aWeCf6M t+YP4iri Fl[4a GLNtwy -j filar f a YnrwY cF wrap o, a mraiwE ^— I WdStaM1l F. �`. MAIPY E C01LlER RRC!'ERiY L<:GYEr. OR ow R/W OFF or Rr. 6a, a¢¢ ARttiai L$ A.9A SE. OFCA MW. mfP:rtirifac< t Sk"kLF pad e.'.ddtif'+&QZ.°s"fAWWVWGNAR 9> ... rfool,.:.i ... carea•ie^-en 0 STAFF PERSON: Tod Kanellopoulos PLANNING COMMISSION: November 19th, 2019 ATTACHMENT: Updated information, as requested by the Board of Supervisors at their October 16th, 2019 meeting 1. A clearer timeline of when the recent logging activities occurred RESPONSE: The applicant provided additional information on the timeline of when the logging activities occurred, as follows: "Our timber agreement with Augusta Lumber was for 24 months and was initiated in October of 2015. The agreement and logging was to end in October of 2017, but due to weather factors lasted until January -February of 2018." 2. More information on the drainfield feasibility of the two possible locations (the original and proposed building sites) RESPONSE: The soils consultant for the applicant, Thomas G. Hogge, provided additional information on the feasibility of drainfields on this parcel (Attachment F). The updated statement from November 4, 2019, reads in part: "The report that I prepared on May 30, 2019 was based on a thorough site and soil evaluation that I performed on April 10, 2019. 1 evaluated the property in its entirety. I chose the site that I used for the report after eliminating all other areas on the property. The reason the other areas were eliminated was because they either exceeded critical slopes or they were concave/low-lying areas that would be subject to flooding/saturation. The area where I proposed the septic to be installed is the only place on the entire property, in my opinion, that meets both VDH's regulations for the installation of sewage disposal systems and Albemarle County's ordinances pertaining to SDS installations." 3. More information on mountain protection and mountain resources, per the Comprehensive Plan RESPONSE: This site lies within the Mountain Protection Area overlay for 700-foot contours (measured from the base of the mountain). The Mountain Protection Area overlay is not part of the Zoning Ordinance. The intent of this Comprehensive Plan policy is to protect water quality, protect against erosion and debris flow, conserve natural resources and habitats, and retain scenic resources. The Natural Resources Chapter of the Comprehensive Plan discusses the importance of protecting and enhancing both water resources and mountain resources. • Objective 1: "Ensure clean and abundant water resources for public health, business, healthy ecosystems, and personal enjoyment by preventing shortages and contamination." • This Chapter discusses the importance of encouraging landowners to develop carefully to protect groundwater resources and prevent contamination of groundwater with their development. • Objective 5: 'Retain mountain resources." • This Chapter discusses the importance of proper erosion and sediment control and of restoring vegetation on slopes. • Strategy 5a: "Continue to protect mountain resources identified for protection in the Mountain Contour List." • Strategy 5b: "Continue to protect critical slopes in the Rural Area." o `Protection measures for critical slopes include: continuing to prohibit construction on critical slopes except where necessary to build or access the first dwelling on a parcel' • Objective 6: 'Retain and improve land cover near rivers and streams and protect wetlands." The applicant worked with Engineering staff on approval of a VESCP, which addresses erosion and sediment control. The applicant stated that they are currently putting seed and matting down all the slopes for vegetation. The Comprehensive Plan indicates the balance of protecting these natural resources while also allowing reasonable use of property. Critical slopes disturbance is permissible to "build or access the first dwelling on a parcel'. Given the drainfield feasibility constraints and WPO buffers on this parcel, staff finds that disturbance of critical slopes on this parcel and modification of a building site is not inconsistent with the Comprehensive Plan. 4. Whether or not the proposed building site is on a designated mountain resource in the Comprehensive Plan RESPONSE: Appendix 4: Natural Resources, in the County's Comprehensive Plan, contains the Mountain Contour List, which "provides a list of significant mountains to protect within Albemarle County". There are two 700-foot contour mountain ridgelines listed that are near TMP 63-19E: Wolfpit Mountain and Trevilian Mountain. The site is not on a ridgeline within the Southwestern mountain range, however it is in the Mountain Protection Area overlay.