IFB 24-33-SD - 07 Att F - VWP Permit 6000 lft

Commonwealth of Virginia VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY NORTHERN REGIONAL OFFICE 13901 Crown Court, Woodbridge, Virginia 22193 (703)583-3800 FAX (804)698-4178 www.deq.virginia.gov Travis A. Voyles Michael S. Rolband, PE, PWD, PWS Emeritus Secretary of Natural and Historic Resources Director (804) 698-4020 Richard C. Doucette, CPG Regional Director 8/23/2023 Mr. Ronald Baker Jr., Manager SENT VIA E-MAIL: Rbaker@spotsylvania.va.us Spotsylvania County RECEIPT CONFIRMATION REQUESTED 600 Hudgins Road Fredericksburg, Virginia 22408 Re: Virginia Water Protection (VWP) Individual Permit No. 22-2870 Route 1 Sewer Replacement, Spotsylvania County, Virginia Final VWP Individual Permit Dear Mr. Baker Jr.: Pursuant to the VWP Permit Program Regulation 9VAC25-210 of the Virginia Administrative Code and § 401 of the Clean Water Act (33 U.S.C. §

1341), the Virginia Department of Environmental Quality has enclosed the VWP individual permit for the above-referenced project. This permit is valid for 10 years from the date of issuance. A permit extension may be necessary if any portion of the authorized activities or any permit requirement (including compensatory mitigation provisions) is not complete at the end of the permit term. The permit term, including any extensions, cannot exceed 15 years. An extension of the permit may be requested through written notification to the Department of Environmental Quality, Northern Regional Office. As provided by Rule 2A:2 of the Supreme Court of Virginia, you have 30 calendar days from the date of service (the date you actually received this decision or the date it was e-mailed to you, whichever occurred first) within which to file with the Director, Department of Environmental Quality, a notice of appeal in accordance with the Rules of the Supreme Court of Virginia. In the event that this decision is served on you by mail, three days are added to that period. Refer to Part 2A of the Rules of the Supreme Court of Virginia for additional requirements governing appeals from administrative agencies. Alternatively, an owner may request a formal hearing for the formal taking of evidence upon relevant fact issues under Section 2.2-4020 of the Administrative Process Act. A petition for a formal hearing must meet the requirements set forth in Procedural Rule No. 1 - Public and Formal Hearing Procedures (9VAC25-230 et seq.). In cases involving actions of the board, such petition must be filed within 30 calendar days after notice of such decision is sent to such owner by certified mail. ATTACHMENT F http://www.deq.virginia.gov/ Mr. Ronald Baker Jr. VWP Individual Permit No. 22-2870 8/23/2023 Page 2 of 2 Please contact Noah Carrillo by email at Noah.Carrillo@deq.virginia.gov or by phone at (571) 719-8708 if you have any questions. Respectfully, Stephanie A. Bellotti Deputy Regional Director Enclosures: Permit Cover Page, Part I - Special Conditions, Part II - General Conditions, Attachment 1 - VWP Permit Construction Status Update Form, Attachment 2 - Monthly VWP Permit Inspection Checklist, Approved impacts map cc: Mr. Stephen Crowe, AECOM Dr. Silvia Gazzera, U.S. Army Corps of Engineers Ms. Claire Gorman, Virginia Marine Resources Commission ATTACHMENT F Commonwealth of Virginia VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY NORTHERN REGIONAL OFFICE 13901 Crown Court, Woodbridge, Virginia 22193 (703)583-3800 FAX (804) 698-4178 www.deq.virginia.gov Travis A. Voyles Michael S. Rolband, PE, PWD, PWS Emeritus Secretary of Natural and Historic Resources Director (804) 698-4020 Richard C. Doucette, CPG Regional Director VWP Individual Permit Number 22-2870 Effective Date: August 23, 2023 Expiration Date: August 23, 2033 VIRGINIA WATER PROTECTION PERMIT ISSUED PURSUANT TO THE STATE WATER CONTROL LAW AND SECTION 401 OF THE CLEAN WATER ACT In compliance with § 401 of the Clean Water Act and the State Water Control Law and regulations adopted pursuant thereto, the board has determined that there is a reasonable assurance that this VWP permit, if complied with, will protect instream beneficial uses, will not violate applicable water quality standards, and will not cause or contribute to a significant impairment of state waters or fish and wildlife resources. In issuing this VWP permit, the board has not taken into consideration the structural stability of any proposed activities. Permittee: Spotsylvania County Address: 600 Hudgins Road, Fredericksburg, Virginia 22408 Project Name: Route 1 Sewer Replacement Project Location: Adjacent to Patriot Highway (Route 1), starting just south of Spotsylvania County Parkway (Route 628) and ending just north of Southpoint Parkway (Route 711) in Spotsylvania County, Virginia Project Description: The construction of approximately 6,000 linear feet of new gravity sanitary sewer and the abandonment of approximately 5,000 linear of existing gravity sanitary sewer on an approximately 9.89-acre development site. Permitted activities shall be conducted as described in the Joint Permit Application received January 3, 2023, and additional information materials received through May 18th, 2023. Authorized Surface Water Impacts: 1. This coverage authorizes the surface water impacts as identified in Table 1 below. ATTACHMENT F http://www.deq.virginia.gov/ VWP Individual Permit No. 22-2870 Cover Page August 23, 2023 Page 2 of 2 Table 1. Impact Type Surface Water Type Authorized Impact Amount Acre(s) Linear Feet Permanent Stream Channel 0.03 45 Subtotal 0.03 45 Conversion PFO to PEM 3.98 N/A PSS to PEM 0.05 N/A Subtotal 4.03 N/A Temporary Palustrine Forested Wetland (PFO) 2.52 N/A Palustrine Scrub-Shrub Wetland (PSS) 0.16 N/A Stream Channel 0.15 1,159 Subtotal 2.83 1,159 TOTAL 6.89 1,204 2. Authorized surface water impacts shall be as depicted on the enclosed impact map entitled Appendix B Wetlands/Waters Impact Tables, last revised and received March 31, 2023. Approved Compensation: The permittee shall compensate for the authorized surface water impacts through the following: 1. As compensation for permanent wetland impacts, the permittee shall purchase 1.40 wetland mitigation credit(s). As compensation for permanent stream impacts, the permittee shall purchase 68 USM stream mitigation credits. All compensatory mitigation credits shall be purchased from a department-approved mitigation bank, an approved in-lieu fee (ILF) program, or a combination thereof as specified below. The bank or program must be authorized and approved by the department to sell credits in the area in which the impacts will occur and have credits available (as released by the department). Any credit sale shall be in accordance with the approved Mitigation Banking Instrument or ILF Program Instrument. Purchase of required mitigation credits shall occur first through the purchase of available released credits followed by the purchase of advance credits. Multiple banks may be used to fulfill compensation requirements. 2. The permittee shall not initiate work in permitted impact areas until documentation of the mitigation bank credit purchase or of the in-lieu fee program credit purchase has been submitted to and received by the department. The permitted activity shall be in accordance with this Permit Cover Page, Part I - Special Conditions, and Part II - General Conditions. _____________________________________________ 8/23/2023_________ Stephanie A. Bellotti August 23, 2023 Deputy Regional Director ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 1 of 7 Part I – Special Conditions A. Authorized Activities 1. This permit authorizes surface water impacts as follows: a. Permanent impacts are to 0.03 acre (45 linear feet (LF)) of stream channel. b. Conversion impacts are 3.98 acres of palustrine forested (PFO) wetland to palustrine emergent (PEM) wetland and 0.05 acre of scrub-shrub (PSS) wetland to PEM wetland. c. Temporary impacts are to 2.52 acres of PFO wetland, 0.16 acre of PSS Wetland, and 0.15 acre (1,159 LF) of stream channel. d. Authorized surface water impacts described under this condition shall be as depicted on the impacts map entitled Appendix B Wetlands/Waters Impact Tables, last revised and received March 31, 2023. 2. The permittee shall conduct authorized activities as described in the Joint Permit Application dated December 30, 2022, and received January 3, 2023, and additional information materials received through May 18, 2023. Any changes to the authorized activities or impacts map that affect permitted areas shall be submitted to DEQ immediately upon determination that changes are necessary, and DEQ approval shall be required prior to implementing the changes. 3. The permit authorizes the temporary use of mechanical equipment in surface waters in accordance with all applicable permit conditions. 4. The permittee shall notify DEQ of any changes in authorized impacts to surface waters or any changes to the design or type of construction activities in surface waters authorized by this permit. DEQ approval shall be required prior to implementing the changes. Any additional impacts, modifications, or changes shall be subject to individual permit review and/or modification of this permit. B. Permit Term 1. This permit is valid for 10 years from the date of issuance. A permit extension may be necessary if any portion of the authorized activities or any permit requirement (including compensatory mitigation provisions) is not complete at the end of the permit term. The permit term, including any extensions, cannot exceed 15 years. 2. The permittee shall notify DEQ in writing at least 180 calendar days prior to the expiration of this permit if an extension or new issuance will be requested. C. Standard Project Conditions 1. The activities authorized by this permit shall be executed in such a manner that any impacts to beneficial uses are minimized. As defined in § 62.1-44.3 of the Code, "beneficial use" means both instream and offstream uses. Instream beneficial uses include, but are not limited to, the protection of fish and wildlife habitat, maintenance of waste assimilation, recreation, navigation, and cultural and aesthetic values. The preservation of instream flows for purposes of the protection of navigation, maintenance of waste assimilation capacity, the protection of fish and wildlife resources and habitat, recreation, cultural and aesthetic values is an instream beneficial use of Virginia’s waters. Offstream beneficial uses include, but are not limited to, domestic (including public water supply), agricultural uses, electric power generation, commercial, and industrial uses. ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 2 of 7 2. This permit does not constitute, convey, or imply authority to any permittee to unlawfully or incidentally take any threatened or endangered species that is protected by Virginia laws or regulations, pursuant to § 3.2- 1000 through -1011; § 29.1-563 through -570; and 4VAC15-20 et seq. 3. No activity shall substantially disrupt the movement of aquatic life indigenous to the water body, including those species which normally migrate through the area, unless the primary purpose of the activity is to impound water. 4. Flows downstream of the project area shall be maintained to protect all uses. 5. No activity shall cause more than minimal adverse effect on navigation, and no activity shall block more than half of the width of the stream at any given time. 6. The activity shall not impede the passage of normal or expected high flows, and any associated structure shall withstand expected high flows. 7. Continuous flow of perennial springs shall be maintained by the installation of spring boxes, French drains, or other similar structures. 8. All excavation, dredging, or filling in surface waters shall be accomplished in a manner that minimizes bottom disturbance and turbidity. 9. All in-stream activities shall be conducted during low-flow conditions whenever practicable. 10. Erosion and sedimentation controls shall be designed in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. These controls shall be placed prior to clearing and grading and maintained in good working order to minimize impacts to state waters. These controls shall remain in place until the area is stabilized and shall then be removed. 11. All construction, construction access, and demolition activities associated with this project shall be accomplished in a manner that minimizes construction materials or waste materials from entering surface waters, unless authorized by this permit. Wet, excess, or waste concrete shall be prohibited from entering surface waters. 12. All fill material placed in surface waters shall be clean and free of contaminants in toxic concentrations or amounts in accordance with all applicable laws and regulations. 13. Measures shall be employed at all times to prevent and contain spills of fuels, lubricants, or other pollutants into surface waters. 14. Machinery or heavy equipment in temporarily impacted wetlands shall be placed on mats or geotextile fabric, or other suitable means shall be implemented, to minimize soil disturbance to the maximum extent practical. Mats, fabrics, or other measures shall be removed as soon as the work is complete in the temporarily impacted wetland. 15. Stream channel restoration activities shall be conducted in the dry or during low flow conditions. When site conditions prohibit access from the streambank or upon prior authorization from DEQ, heavy equipment may be authorized for use within the stream channel. The equipment shall be stationed on cobble bars. 16. Temporary disturbances to wetlands, stream channels, and/or stream banks during project construction activities shall be avoided and minimized to the maximum extent practicable. ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 3 of 7 17. All temporarily disturbed wetland areas shall be restored to preconstruction conditions within 30 calendar days of completing work in the areas, which shall include re-establishing pre-construction contours, and planting or seeding with appropriate wetland vegetation according to cover type (emergent, scrub/shrub, or forested), except for invasive species identified on the Department of Conservation and Recreation’s (DCR’s) Virginia Invasive Plant Species List. The permittee shall take all appropriate measures to promote and maintain the revegetation of temporarily disturbed surface waters through the second year post-disturbance. 18. All temporarily impacted streams and stream banks shall be restored to their original elevations and contours within 30 calendar days following the construction at that stream segment, and the banks shall be seeded or planted with the same vegetative cover type originally present along the banks, including supplemental erosion control grasses if necessary but not including invasive species identified on the Department of Conservation and Recreation’s (DCR’s) Virginia Invasive Plant Species List. The permittee shall take all appropriate measures to promote and maintain the revegetation of temporarily disturbed surface waters through the second year post-disturbance. 19. All materials (including fill, construction debris, excavated materials, and woody materials, that are temporarily placed in wetlands, in stream channels, or on stream banks) shall be placed on mats or geotextile fabric, shall be immediately stabilized to prevent the material or leachate from entering surface waters, and shall be entirely removed within 30 calendar days following completion of that construction activity. After removal, disturbed areas shall be returned to original contours, shall be stabilized, and shall be restored to the original vegetated state within 30 calendar days. The permittee shall take all appropriate measures to promote and maintain the revegetation of temporarily disturbed surface waters through the second year post- disturbance. 20. Temporary in-stream construction features such as cofferdams shall be made of non-erodible materials. 21. Virginia Water Quality Standards shall not be violated in any surface waters as a result of the project activities. 22. All non-impacted surface waters and any required buffers associated with compensation areas that are within the project or right-of-way limits, and that are within fifty feet of any project activities, shall be clearly flagged or demarcated for the life of the construction activity within that area. The permittee shall notify all contractors and subcontractors that no activities are to occur in these marked areas. 23. All required notifications and submittals shall include project name and permit number and be submitted electronically to VWP.NRO@deq.virginia.gov or mailed to the DEQ office stated below, to the attention of the VWP project manager, unless directed in writing by DEQ subsequent to the issuance of this permit: Department of Environmental Quality-Northern Regional Office, 13901 Crown Court, Woodbridge, Virginia 22193. 24. All reports required by this permit and other information requested by DEQ shall be signed by the permittee or a person acting in the permittee’s behalf, with the authority to bind the permittee. A person is a duly authorized representative only if both criteria below are met. If a representative authorization is no longer valid because of a change in responsibility for the overall operation of the facility, a new authorization shall be immediately submitted to DEQ. a. The authorization is made in writing by the permittee. b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, superintendent, or position of equivalent responsibility. A duly authorized representative may thus be either a named individual or any individual occupying a named position. ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 4 of 7 25. All submittals shall contain the following signed certification statement: “I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.” 26. Any fish kills or spills of fuels or oils shall be reported to DEQ immediately upon discovery at (703) 583- 3864. If DEQ cannot be reached, the spill or fish kill shall be reported to the Virginia Department of Emergency Management (VDEM) at 1-800-468-8892 or the National Response Center (NRC) at 1-800-424- 8802. Any spill of oil as defined in § 62.1-44.34:14 of the Code of Virginia that is less than 25 gallons and that reaches, or that is expected to reach, land only is not reportable, if recorded per § 62.1-44.34:19.2 of the Code of Virginia and if properly cleaned up. 27. DEQ shall be notified in writing within 24 hours or as soon as possible on the next business day when potential environmentally threatening conditions are encountered which require debris removal or involve potentially toxic substances. Measures to remove the obstruction, material, or toxic substance or to change the location of any structure are prohibited until approved by DEQ. D. Stream Modifications, Including Intake/Outfall Structures 1. Redistribution of existing stream substrate for erosion control purposes is prohibited. 2. Material removed from the stream bottom shall not be deposited into surface waters unless otherwise authorized in this permit. 3. Riprap apron for all outfalls shall be designed in accordance with Virginia Erosion and Sediment Control Handbook, Third Edition, 1992, or the most recent version in effect at the time of construction. 4. For streambank protection activities, structures and backfill shall be placed as close to the streambank as practical, while still avoiding and minimizing impacts to surface waters to the maximum extent practical. No material shall be placed in excess of the minimum necessary for erosion protection. 5. Asphalt and materials containing asphalt or other toxic substances shall not be used in the construction of submerged sills, breakwaters, dams, or weirs. 6. Any outfall structure shall be constructed and maintained to prevent downstream sediment deposition, erosion, or scour that may be associated with normal flow and any expected storm flows. Construction shall include the use of an appropriately sized riprap outlet protection apron at the outfall site. E. Installation of Utilities 1. All utility line work in surface waters shall be performed in a manner that minimizes disturbance in each area. Temporarily disturbed surface waters shall be restored in accordance with Part I.C.16, C.17, and C.18, unless otherwise authorized by this permit. 2. Material resulting from trench excavation may be temporarily sidecast into wetlands not to exceed a total of 90 calendar days, provided the material is not placed in a manner such that it is dispersed by currents or other forces. ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 5 of 7 3. The trench for a utility line cannot be constructed in a manner that drains wetlands (e.g., backfilling with extensive gravel layers creating a French drain effect). F. Road Crossings 1. Access roads authorized by this permit shall be constructed to minimize the adverse effects on surface waters to the maximum extent practicable and to follow as near as possible pre-construction contours and elevations. 2. Installation of pipes and road crossings shall occur in the dry via the implementation of cofferdams, sheetpiling, stream diversions or other similar structures. 3. All surface waters temporarily affected by a road crossing shall be restored to their original elevations immediately following the removal of that particular temporary crossing. Temporary access roads shall be removed entirely following activity completion. 4. At crossings of streams, pipes and culverts must be installed to maintain low flow conditions and shall be countersunk at both inlet and outlet ends of the pipe or culvert, unless otherwise specifically approved by DEQ on a case-by-case basis, and as follows: The requirement to countersink does not apply to extensions or maintenance of existing pipes and culverts that are not countersunk, floodplain pipes and culverts being placed above ordinary high water, pipes and culverts being placed on bedrock, or pipes and culverts required to be placed on slopes 5.0% or greater. Bedrock encountered during construction must be identified and approved in advance of a design change where the countersunk condition cannot be met. Pipes and culverts 24 inches or less in diameter shall be countersunk three inches below the natural stream bed elevations, and pipes and culverts greater than 24 inches shall be countersunk at least six inches below the natural stream bed elevations. Hydraulic capacity shall be determined based on the reduced capacity due to the countersunk position. In all stream crossings appropriate measures shall be implemented to minimize any disruption of aquatic life movement. 5. When countersinking culverts in streams, the permittee shall install the structure and any riprap or ancillary features in a manner to ensure reestablishment of the stream channel within 15 days post construction. When installing culverts in any surface water, the permittee shall install the culvert and ancillary features in a manner that will maintain the pre-construction hydrologic regime. Surface water depth within the impact area shall be consistent with depths upstream and downstream of the impact area. 6. Stream bottom elevations at road crossings shall be measured at the inlet and outlet of the proposed structure and recorded prior to construction and within one week after the completion of construction to ensure that the design elevations were met. This information shall be recorded on the Monthly VWP Permit Inspection Checklist (Attachment 2) completed after the crossing is installed. ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 6 of 7 G. Project Construction Monitoring and Submittals (Impact Sites) 1. The permittee shall submit written notification at least ten (10) calendar days prior to the initiation of land disturbance or construction activities in permitted areas. The notification shall include preconstruction photographs, projected schedule for initiating and completing work at each permitted impact area. a. Preconstruction photographs shall be taken at each impact area prior to initiation of activities within impact areas. b. Photographs shall depict the impact area and the nonimpacted surface waters immediately adjacent to and downgradient of each impact area. c. Each photograph shall be labeled to include the following information: permit number, impact area number, date and time of the photograph, name of the person taking the photograph, photograph orientation, and photograph subject description. 2. Site inspections shall be conducted once every calendar month and recorded on the Monthly VWP Permit Inspection Checklist (Attachment 2) by the permittee or the permittee’s qualified designee during active construction within authorized surface water impact areas. Monthly inspections shall be conducted in the following areas: all authorized permanent and temporary impact areas; all avoided surface waters, including wetlands, stream channels, and open water; surface water areas within 50 feet of any land disturbing activity; and all on-site areas designated for permanent preservation. The Monthly VWP Permit Inspection Checklist (Attachment 2) shall be completed in its entirety for each monthly inspection and shall be kept on-site and made available for review by DEQ staff upon request during normal business hours. 3. The VWP Permit Construction Status Update Form (Attachment 1) enclosed with this permit shall be completed in June and December of every year for the duration of this permit. The VWP Permit Construction Status Update Form (Attachment 1) shall include reference to the VWP permit authorization number and one of the following statements for each authorized surface water impact location: a. Construction activities not yet started; b. Construction activities started; c. Construction activities started but are currently inactive, or; d. Construction activities complete. 4. The VWP Permit Construction Status Update Form (Attachment 1) shall be submitted and must be received by DEQ no later than January 10 and July 10 of every year. 5. The permittee shall notify DEQ within 24 hours of discovering impacts to surface waters including wetlands, stream channels, and open water that are not authorized by this permit. The notification shall include photographs, estimated acreage and/or linear footage of impacts, and a description of the impacts. 6. The permittee shall submit written notification of completion within 30 calendar days after the completion of all activities in all permitted impact areas authorized under this permit. ATTACHMENT F VWP Individual Permit No. 22-2870 Part I August 23, 2023 Page 7 of 7 H. Compensatory Mitigation – Credit Purchases 1. As compensation for permanent wetland impacts, the permittee shall purchase 1.40 wetland mitigation credit(s). As compensation for permanent stream impacts, the permittee shall purchase 68 USM stream mitigation credits. All compensatory mitigation credits shall be purchased from a DEQ-approved mitigation bank, an approved in-lieu fee (ILF) program, or a combination thereof. The bank or program must be authorized and approved by DEQ to sell credits in the area in which the impacts will occur and have credits available (as released by DEQ). Any credit sale shall be in accordance with the approved Mitigation Banking Instrument or ILF Program Instrument. Purchase of required mitigation credits shall occur first through the purchase of available released credits followed by the purchase of advance credits. Multiple banks or programs may be used to fulfill compensation requirements. Documentation of the purchase of 1.40 wetland and 68 USM stream mitigation credits shall be submitted to and received by DEQ prior to initiating work in the impact areas authorized by this permit. ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 1 of 7 Part II – General Conditions A. Duty to Comply The permittee shall comply with all conditions and limitations of the VWP permit. Nothing in this chapter shall be construed to relieve the permittee of the duty to comply with all applicable federal and state statutes, regulations, toxic standards, and prohibitions. Any VWP permit violation or noncompliance is a violation of the Clean Water Act and State Water Control Law and is grounds for enforcement action, VWP permit termination, VWP permit revocation, VWP permit modification, or denial of an application for a VWP permit extension or reissuance. Nothing in this VWP permit shall be construed to relieve the permittee from civil and criminal penalties for noncompliance. B. Duty to Cease or Confine Activity It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the activity for which a VWP permit has been granted in order to maintain compliance with the conditions of the VWP permit. C. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any impacts in violation of the VWP permit that may have a reasonable likelihood of adversely affecting human health or the environment. D. VWP Permit Actions A VWP permit may be modified in whole or in part, revoked and reissued, extended, transferred, or terminated in accordance with 9VAC25-210-180 of the Virginia Administrative Code. 1. During the drafting and authorization of a permit modification, only those conditions to be modified shall be addressed with preparing a draft modified permit. VWP permit terms and conditions of the existing permit shall remain in full force and effect during the modification of the permit. 2. This VWP permit may be modified upon the request of the permittee or upon board initiative when any of the following developments occur: a. When new information becomes available about the project or activity covered by the VWP permit, including project additions or alterations, that was not available at VWP permit issuance and would have justified the application of different VWP permit conditions at the time of VWP permit issuance; b. When a change is made in the promulgated standards or regulations on which the VWP permit was based; ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 2 of 7 c. When changes occur that are subject to "reopener clauses" in the VWP permit; or d. When developments applicable to surface water withdrawals occur as specified in 9VAC25- 210-380 of the Virginia Administrative Code. 3. When this VWP permit authorizes surface water withdrawals, it may be modified when any of the following developments occur: a. When the board determines that minimum instream flow levels resulting directly from the permittee's withdrawal of surface water are detrimental to the instream beneficial use, existing at the time of permit issuance, and the withdrawal of surface water should be subject to further net limitations or when an area is declared a surface water management area pursuant to §§ 62.1-242 through 62.1-253 of the Code of Virginia, during the term of the VWP permit. b. Significant changes to the location of the surface water withdrawal system are proposed such that the Department of Environmental Quality determines a new review is warranted due to the potential effect of the surface water withdrawal to existing beneficial uses of the new location. c. Changes to the permitted project or the surface water withdrawal, including increasing the storage capacity for the surface water withdrawal, that propose an increase in the maximum permitted withdrawal volumes or rate of withdrawal or that cause more than a minimal change to the instream flow requirements with potential to result in a detrimental effect to existing beneficial uses. d. A revision to the purpose of the surface water withdrawal that proposes to include a new use or uses that were not identified in the permit application or a modification of the existing authorized use or uses such that the use description in the permit application and permit is no longer applicable. Examples of uses include, but are not limited to agricultural irrigation, golf course irrigation, public water supply, manufacturing, and electricity generation. 4. When the permittee has submitted a timely and complete application for reissuance of an existing VWP individual permit, but through no fault of the permittee, the board does not reissue or reissue with conditions a VWP individual permit or the board does not provide notice of its tentative decision to deny the application before an existing VWP individual permit expires, the conditions of the expiring VWP individual permit shall be administratively continued in full force and effect until the effective date of a reissued permit or the date on which the board denies the application. Timely application shall be a minimum of 180 days for an individual permit or a minimum of 270 days for an individual permit for a surface water withdrawal, unless otherwise specified in the existing permit. 5. Any permittee desiring to continue a previously permitted activity after the expiration date of this VWP permit shall apply for and obtain a new permit or, if applicable, shall request an extension in accordance with 9VAC25-210-180 of the Virginia Administrative Code. Any permittee with an effective VWP permit for an activity that is expected to continue after the expiration date of the VWP permit, without any change in the activity authorized by the VWP permit other than as may be allowed under 9VAC25-210-180, shall submit written notification requesting an extension. The permittee must file the request 90 days prior to the expiration date of the VWP permit. VWP ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 3 of 7 permit modifications shall not be used to extend the term of a VWP permit beyond 15 years from the date of original issuance. When a permit term, other than that of an Emergency Virginia Water Protection Permit, is less than 15 years, an extension of the permit terms and conditions may be granted in accordance with 9VAC25-210-180. Emergency Virginia Water Protection Permits shall not exceed a duration of one year or shall expire upon the issuance of a regular Virginia Water Protection Permit, whichever comes first. 6. This VWP permit may be transferred to a new permittee only by modification to reflect the transfer, by revoking and reissuing the permit, or by automatic transfer. Automatic transfer to a new permittee shall occur if the current permittee: a) Notifies the board of the proposed transfer of the permit and provides a written agreement between the current and proposed permittees containing the date of transfer of VWP permit responsibility, authorization, and liability to the new permittee; and b) the board does not within 15 days notify the existing permittee of its intent to modify the VWP permit. 7. After notice and opportunity for a formal hearing pursuant to § 62.1-44.15:02 of the Code of Virginia, a VWP permit can be terminated for cause. Reasons for termination for cause are as follows: a. Noncompliance by the permittee with any condition of the VWP permit; b. The permittee's failure in the application or during the VWP permit process to disclose fully all relevant facts or the permittee's misrepresentation of any relevant facts at any time; c. The permittee's violation of a special or judicial order; d. A determination by the board that the permitted activity endangers human health or the environment and can be regulated to acceptable levels by VWP permit modification or termination; e. A change in any condition that requires either a temporary or permanent reduction or elimination of any activity controlled by the VWP permit; and f. A determination that the permitted activity has ceased and that the compensation for unavoidable adverse impacts has been successfully completed. 8. The board may terminate this permit without cause when the permittee is no longer a legal entity due to death, dissolution, or when a company is no longer authorized to conduct business in the Commonwealth. The termination shall be effective 30 days after notice of the proposed termination is sent to the last known address of the permittee or registered agent, unless the permittee objects within that time. If the permittee does object during that period, the board shall follow the applicable procedures for termination under § 62.1-44.15:25 of the Code of Virginia and 9VAC25-230 of the Virginia Administrative Code. 9. This VWP permit may be terminated by consent, as initiated by the permittee. The permittee shall submit a request for termination by consent within 30 days of completing or canceling all permitted activities and all required compensatory mitigation requirements. When submitted for ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 4 of 7 project completion, the request for termination by consent shall constitute a notice of project completion. The director may accept this termination on behalf of the board. The permittee shall submit the following information: a. Name, mailing address, and telephone number; b. Name and location of the activity; c. The VWP permit number; and d. One of the following certifications: i. For project completion: "I certify under penalty of law that all activities and any required compensatory mitigation authorized by a VWP permit have been completed. I understand that by submitting this notice of termination that I am no longer authorized to perform activities in surface waters in accordance with the VWP permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit, unless otherwise excluded from obtaining a permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP permit." ii. For project cancellation: "I certify under penalty of law that the activities and any required compensatory mitigation authorized by this VWP permit will not occur. I understand that by submitting this notice of termination that I am no longer authorized to perform activities in surface waters in accordance with the VWP permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit, unless otherwise excluded from obtaining a permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP permit, nor does it allow me to resume the permitted activities without reapplication and issuance of another permit." iii. For events beyond permittee control, the permittee shall provide a detailed explanation of the events, to be approved by DEQ, and the following certification statement: "I certify under penalty of law that the activities or the required compensatory mitigation authorized by this VWP permit have changed as the result of events beyond my control (see attached). I understand that by submitting this notice of termination that I am no longer authorized to perform activities in surface waters in accordance with the VWP permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit, unless otherwise excluded from obtaining a permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP permit, nor does it allow me to resume the permitted activities without reapplication and issuance of another permit. E. Inspection and Entry Upon presentation of credentials, the permittee shall allow the board or any duly authorized agent of the board, at reasonable times and under reasonable circumstances, to conduct the actions listed in this ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 5 of 7 section. For the purpose of this section, the time for inspection shall be deemed reasonable during regular business hours. Nothing contained herein shall make an inspection time unreasonable during an emergency. 1. Enter upon any permittee's property, public or private, and have access to, inspect and copy any records that must be kept as part of the VWP permit conditions; 2. Inspect any facilities, operations or practices (including monitoring and control equipment) regulated or required under the VWP permit; and 3. Sample or monitor any substance, parameter, or activity for the purpose of ensuring compliance with the conditions of the VWP permit or as otherwise authorized by law. F. Duty to Provide Information The board may request (i) such plans, specifications, and other pertinent information as may be necessary to determine the effect of an applicant's discharge on the quality of state waters or (ii) such other information as may be necessary to accomplish the purposes of this chapter. Any owner, permittee, or person applying for a VWP permit or general permit coverage shall provide the information requested by the board. G. Monitoring and Records Requirements 1. Monitoring of parameters, other than pollutants, shall be conducted according to approved analytical methods as specified in the VWP permit. Analysis of pollutants will be conducted according to 40 CFR Part 136 (2017), Guidelines Establishing Test Procedures for the Analysis of Pollutants. 2. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity. 3. The permittee shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart or electronic recordings for continuous monitoring instrumentation, copies of all reports required by the VWP permit, and records of all data used to complete the application for the VWP permit, for a period of at least three years from the date of permit expiration. This period may be extended by request of the board at any time. 4. Records of monitoring information shall include: a. The date, exact place and time of sampling or measurements; b. The name of the individuals who performed the sampling or measurements; c. The date and time the analyses were performed; d. The name of the individuals who performed the analyses; ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 6 of 7 e. The analytical techniques or methods supporting the information such as observations, readings, calculations and bench data used; f. The results of such analyses; and g. Chain of custody documentation. H. Property rights The issuance of a VWP permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize injury to private property or any invasion of personal rights or any infringement of federal, state or local laws or regulations. I. Reopener This VWP permit may be reopened for the purpose of modifying the conditions of the VWP permit to meet new regulatory standards duly adopted by the board. Cause for reopening VWP permits includes, but is not limited to when the circumstances on which the previous VWP permit was based have materially and substantially changed, or special studies conducted by the board or the permittee show material and substantial change, since the time the VWP permit was issued and thereby constitute cause for VWP permit modification or revocation and reissuance. J. Compliance with State and Federal Law As to the permitted activity(ies), compliance with a VWP permit constitutes compliance with the VWP permit requirements of the Law and regulations. K. Severability The provisions of this VWP permit are severable. L. Oil and Hazardous Substance Liability Nothing in this VWP permit shall be construed to preclude the institution of legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under § 311 of the Clean Water Act or §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law. M. Unauthorized Discharge of Pollutants Except in compliance with a VWP permit, unless the activity is otherwise exempted or excluded, no person shall dredge, fill, or discharge any pollutant into, or adjacent to surface waters; withdraw surface water; otherwise alter the physical, chemical, or biological properties of state waters regulated under this chapter and make them detrimental to the public health, to animal or aquatic life, or to the uses of such waters for domestic or industrial consumption, for recreation, or for other uses; excavate in wetlands; or on or after October 1, 2001, conduct the following activities in a wetland: ATTACHMENT F VWP Individual Permit No. 22-2870 Part II August 23, 2023 Page 7 of 7 1. New activities to cause draining that significantly alters or degrades existing wetland acreage or functions; 2. Filling or dumping; 3. Permanent flooding or impounding; or 4. New activities that cause significant alteration or degradation of existing wetland acreage or functions. ATTACHMENT F Attachment 1: VWP PERMIT CONSTRUCTION STATUS UPDATE FORM Permit Issuance August 23, 2023 Send to: VWP.NRO@deq.virginia.gov This form shall be submitted and received by DEQ no later than January 10 and July 10 of every year for the duration of this VWP permit, regardless of construction status. Date (check one): June____, ________ December _____, __________ VWP Individual Permit No.: 22-2870 Project Name and Location: Rte 1 Sewer Replacement, Spotsylvania County Status within each authorized surface water impact location, as identified on Appendix B Wetlands/Waters Impact Tables, last revised and received March 31, 2023. (check one of the following status options for each impact number/location.) Authorized impact location Construction activities not started Construction activities started Construction activities started but currently not active Does this impact involve culvert(s)1? Construction activities complete2 A1 B1 SC1 SC2 SC3 A2 A2.1 I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violation. Authorized Signature: _____________________________________ Date: ______________________ Print Name: _____________________________________ Title: _____________________________ Phone: _______________________ Email: ______________________________________________ 1 Provide spot elevations of the stream bottom within the thalweg at the beginning and end of the pipe or culvert, extending to a minimum of 10 feet beyond the limits of the impact, with completion of all culvert installations. 2 If all construction activities and compensatory mitigation requirements are complete, the permittee completes and signs the Termination Agreement section below within 30 days of last authorized activity and/or compensation completion. A completed and signed Agreement serves as Notice of Project Completion (9VAC25-210-130.F). ATTACHMENT F VWP Individual Permit No. 22-2870 Impact Construction Status Table Continued Additional Page 1 of 1 Authorized impact number Construction activities not started Construction activities started Construction activities started but currently not active Does this impact involve culvert(s)1? Construction activities complete2 B2 B2.1 SC4 SC5 SC6 A3 B3 A4 B4 SC7 A5 B5 SC8 SC9 A6 B6 SC10 SC11 A7 B7 SC12 SC13 A8 B8 SC14 SC15 SC16 A9 SC17 ATTACHMENT F VWP Individual Permit No. 22-2870 TERMINATION AGREEMENT BY CONSENT – PROJECT COMPLETION Permittee Legal Name: _____________________________________________________________________ Permittee Legal Address: ___________________________________________________________________ Permittee Email/Phone: ____________________________________________________________________ I hereby consent to the termination of VWP Individual Permit No. 22-2870. “I certify under penalty of law that all activities and any required compensatory mitigation authorized by a VWP permit have been completed. I understand that by submitting this notice of termination that I am no longer authorized to perform activities in surface waters in accordance with the VWP permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit, unless otherwise excluded from obtaining a permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP permit.” Signature of Permittee’s Authorized Representative: _______________________________ Date: ____________ Print Name: _____________________________________ Title: ____________________________ ATTACHMENT F Attachment 2: MONTHLY VWP PERMIT INSPECTION CHECKLIST An inspection of all permitted impact areas, avoided waters and wetlands, and permanently preserved waters, wetlands and upland areas must be conducted at least once every month during active construction activities. Maintain this record on- site and available for inspection by DEQ staff. In Compliance? PERMIT REQUIREMENT Y es N o N o t A p p li ca b le Location, Description, Notes & Corrective Action Taken (use additional note space below if needed) Date Completed Surface water impacts are limited to the size and locations specified by the permit. No sedimentation impacts and no impacts to avoided surface waters or preservation areas have occurred1. ☐ ☐ ☐ Within 50 feet of authorized activities, all remaining surface waters and mitigation (preservation) areas that are inside the project area are clearly flagged or marked to prevent unpermitted impacts. ☐ ☐ ☐ Authorized temporary impact areas have been restored to original contours, stabilized, and planted or seeded with original wetland vegetation type within 30 days of completing work in each area. ☐ ☐ ☐ E&S controls consistent with the Virginia ESC Handbook are present and maintained in good working order. ☐ ☐ ☐ Exposed slopes/stream banks have been stabilized immediately upon completion of work in each impact area, in accordance with the Virginia ESC Handbook. ☐ ☐ ☐ Heavy equipment is placed on mats/ geotextile fabric when working in temporary wetland impact areas. Equipment and materials removed immediately upon completion of work. ☐ ☐ ☐ Construction activities are not substantially disrupting the movement of aquatic life. ☐ ☐ ☐ New instream pipes and culverts on 5% slope have been installed to maintain low flow conditions and are countersunk at both ends as follows: ≤ 24” diameter: countersunk 3” ☐ ☐ ☐ 1 If unauthorized impacts have occurred, you must email or fax a copy of this report to DEQ within 24 hours of discovery. Email: VWP.NRO@deq.virginia.gov Fax: (804) 698-4178 Project Name Rte 1 Sewer Replacement VWP Individual Permit No. 22-2870 Inspection Date Inspector Name & Affiliation Phone # & Email Address Based on my inspection, this project (☐ is in compliance / ☐ is not in compliance) with the above-referenced VWP Permit and the authorized impact map entitled Appendix B Wetlands/Waters Impact Tables, last revised and received March 31, 2023. I certify that the information contained in this report is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. _______________________________________________________ _______________________________ Signature of Inspector Date ATTACHMENT F Monthly VWP Permit Inspection Checklist – Individual Permit No.: 22-2870 Date: __________________ Page 2 of 3 In Compliance? PERMIT REQUIREMENT Y es N o N o t A p p li ca b le Location, Description, Notes & Corrective Action Taken (use additional note space below if needed) Date Completed > 24” diameter: countersunk 6” or more. Any variations were approved in advance by DEQ. Time-of-year restrictions are being adhered to. ☐ ☐ ☐ For stream channelization or relocation, work in surface waters is being performed in the dry, with all flows diverted until the new channel is stabilized. ☐ ☐ ☐ Water quality monitoring is being conducted during permanent stream relocations. ☐ ☐ ☐ Streams and wetlands are free from any sheen or discoloration that may indicate a spill of oil, lubricants, concrete or other pollutants.2 ☐ ☐ ☐ Inspection Notes 2 Any fish kills or spills of fuels or oils shall be reported to DEQ immediately upon discovery at (703) 583-3864. If DEQ cannot be reached, the spill or fish kill shall be reported to the Virginia Department of Emergency Management (VDEM) at 1-800-468-8892 or the National Response Center (NRC) at 1-800-424-8802. Any spill of oil as defined in § 62.1-44.34:14 of the Code of Virginia that is less than 25 gallons and that reaches, or that is expected to reach, land only is not reportable, if recorded per § 62.1-44.34:19.2 of the Code of Virginia and if properly cleaned up. ATTACHMENT F Monthly VWP Permit Inspection Checklist – Individual Permit No.: 22-2870 Date: __________________ Page 3 of 3 ATTACHMENT F Appendix B Wetlands/Waters Impact Tables ATTACHMENT F CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 SHEET TITLE WETLANDS/WATERS IMPACT TABLE SUMMARY SHEET NUMBER JPA-01 NOTES: 1. USACE Wetland Mitigation Impact Area is the total permanent wetland conversion areas from PFO to PEM. 2. VDEQ Wetland Mitigation Impact Area is the total permanent wetland conversion areas that are outside the 20-foot utility corridor. 3. Stream flow and drainage area was determined with https://streamstats.usgs.gov/ss/ using the 1 Day 1.11 Year Low Flow Statistics Flow Report. Average flow was not provided. See Appendix C StreamStats Drainage Areas. IMPACT LEGEND: PERMANENT PFO WETLAND IMPACTS. MECHANIZED TREE CLEARING OF WETLANDS. EXTENTS TO BE MAINTAINED BY UTILITY. PERMANENT PSS WETLAND IMPACTS. MECHANIZED TREE CLEARING OF WETLANDS. EXTENTS TO BE MAINTAINED BY UTILITY. TEMPORARY PFO WETLAND IMPACTS. MECHANIZED TREE CLEARING OF WETLANDS. EXTENTS TO BE RETURNED TO PRE-CONSTRUCTION CONTROLS AND SEEDED. TEMPORARY PSS WETLAND IMPACTS. MECHANIZED TREE CLEARING OF WETLANDS. EXTENTS TO BE RETURNED TO PRE-CONSTRUCTION CONTROLS AND SEEDED. TEMPORARY STREAM IMPACTS (REFER TO WETLANDS/WATERS IMPACT TABLE DETAILS OVERVIEW ABOVE AND INDIVIDUAL TABLES ON SHEETS JPA-02 THROUGH JPA-10) TEMPORARY VEHICULAR STREAM CROSSINGS. NO IMPACTS TO CHANNEL. SEE DETAIL 3.24-1 ON SHEET JPA-01 20' UTILITY CORRIDOR ZONE. 10' OFFSET CENTERLINE OF PROPOSED PIPE. MITIGATION CREDITS NOT REQUIRED WITHIN UTILITY CORRIDOR ZONE. VDHR HISTORIC RESOURCE AREAS NOTES: 1. USACE Total Mitigation Area is the sum of all Permanent PFO to PEM Conversions. 2. VDEQ Total Mitigation Area is the product of Total Permanent Wetland Conversions subtracted by the Area of the 20-foot Utility Corridor Mitigation Exempt Zone. 3. VDEQ and VMRC Joint Unified Stream Methodology Stream Assessment Form 1 was used to determine required stream mitigation credits. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTACHMENT F AutoCAD SHX Text TEMPORARY BRIDGE CROSSING AutoCAD SHX Text SURFACE FLOW DIVERTED AutoCAD SHX Text BY SWALE AND/OR DIKE AutoCAD SHX Text ACCEPTABLE ANCHOR AutoCAD SHX Text FLOW AutoCAD SHX Text ABUTMENT AutoCAD SHX Text STEEL CABLE AutoCAD SHX Text OR CHAIN AutoCAD SHX Text FLOW AutoCAD SHX Text %%u1983 Maryland Standards and Specifications for Soil Erosion and Sediment Control%%u AutoCAD SHX Text PLATE. 3.24-1 AutoCAD SHX Text ABUTMENT AutoCAD SHX Text SURFACE FLOW DIVERTED AutoCAD SHX Text BY SWALE AND/OR DIKE AutoCAD SHX Text STEEL CABLE AutoCAD SHX Text OR CHAIN AutoCAD SHX Text ACCEPTABLE ANCHOR AutoCAD SHX Text COFFERDAM CROSSING AutoCAD SHX Text PLAN AutoCAD SHX Text SECTION A-A AutoCAD SHX Text 1/2 W AutoCAD SHX Text PERIMETER AutoCAD SHX Text CONTROLS AutoCAD SHX Text PERIMETER AutoCAD SHX Text CONTROLS AutoCAD SHX Text W AutoCAD SHX Text 1/2 W AutoCAD SHX Text (MIN.) AutoCAD SHX Text TRENCHLINE AutoCAD SHX Text A AutoCAD SHX Text A AutoCAD SHX Text * AutoCAD SHX Text (D) AutoCAD SHX Text FLOW AutoCAD SHX Text FLOW AutoCAD SHX Text AGGREGATE OR AutoCAD SHX Text SAND AutoCAD SHX Text RIPRAP OR OTHER AutoCAD SHX Text NON- ERODIBLE AutoCAD SHX Text MATERIAL AutoCAD SHX Text (MIN.) AutoCAD SHX Text R/W AutoCAD SHX Text (DISTURBED AREA) AutoCAD SHX Text DEWATERING DEVICE AutoCAD SHX Text * (D) AutoCAD SHX Text MINIMUM DISTANCE TO AutoCAD SHX Text BE 25% OF TOTAL AutoCAD SHX Text WIDTH (W) OF THE AutoCAD SHX Text STREAM. AutoCAD SHX Text SOURCE: Va. DSWC AutoCAD SHX Text TRENCHLINE AutoCAD SHX Text PLATE. 3.25-4 AutoCAD SHX Text FILTER CLOTH AutoCAD SHX Text , SEE STD. & SPEC. 3.26 AutoCAD SHX Text FILTER CLOTH R P A R P A R P A 120 125 130 135 140 145 150 155 160 165 170 120 125 130 135 140 145 150 155 160 165 170 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 PROPOSED 36" PVC (PS-115), SLOPE 0.37%, 232.18' L PROPOSED 36" PVC (PS-115), SLOPE 0.30%, 369.14' L PROPOSED 36" PVC (PS-115), SLOPE 0.30%, 160.90' L PROPOSED 36" PVC (PS-115), SLOPE 0.39%, 18.17' L R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 0+50 1 + 5 0 2 + 5 0 3 + 5 0 4 + 5 0 5 + 5 0 6 + 5 0 7 + 5 0 1 0 0 + 0 0 1 0 1 + 0 0 1 0 1 + 7 0 1 0 0 + 5 0 1 0 1 + 5 0 T17 SHEET TITLE STA. 0+00 TO STA. 8+00 PLAN AND PROFILE SHEET NUMBER JPA-02 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 S T A . 4 + 4 3 P R O P O S E D 6 ' Ø M H 0 4 R I M = 1 5 0 . 0 2 I N V I N ( S ) = 1 3 8 . 3 2 I N V O U T ( N ) = 1 3 8 . 2 2 S T A . 0 + 2 5 P R O P O S E D 6 ' Ø M H 0 1 R I M = 1 5 2 . 2 2 I N V I N ( S ) = 1 4 1 . 4 3 I N V O U T ( W ) = 1 3 9 . 9 3 S T A . 0 + 4 0 P R O P O S E D 8 ' Ø M H 0 2 R I M = 1 5 2 . 2 2 I N V I N ( E ) = 1 3 9 . 8 8 I N V O U T ( N ) = 1 3 9 . 6 3 R E F E R T O J P A - 0 3 M A T C H L I N E A T S T A 8 + 0 0 1 0 ' 2 0 ' PROPOSED 30' PUBLIC UTILITY EASEMENT (TYP.) 1 0 ' 1 0 ' 3 0 ' 1 0 ' 1 0 ' S T A . 2 + 8 2 P R O P O S E D 6 ' Ø D R O P M H 0 3 R I M = 1 5 0 . 0 1 I N V I N ( S ) = 1 3 8 . 9 0 I N V I N ( W ) = 1 4 0 . 9 4 I N V O U T ( N ) = 1 3 8 . 8 0 SEE NOTE SC3 SEE NOTE B1 PROPOSED 20' TEMPORARY EASEMENT (TYP.) PROPOSED 30' TEMPORARY CONSTRUCTION EASEMENT 1 0 ' PROPOSED 20' TEMPORARY EASEMENT 1 5 ' PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT CLAY DAM (TYP.) CLAY DAM (TYP.) PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT 5 0 ' 5 3 ' PROPOSED 54" STEEL CASING, 283' L STA. 5+19 TO STA. 8+02 TOPOGRAPHIC SURVEY DATA NOT AVAILABLE IN THIS AREA. APPROXIMATE EXISTING GRADE SHOWN. SEE NOTE SC1 SEE NOTE SC2 SEE NOTE A1 SEE NOTE A1 CONTRACTOR STAGING AREA FOR TRENCHLESS CROSSING OF SPOTSYLVANIA PKWY SEE NOTE B1 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE WETLAND EXTENTS 1 ATTACHMENT F AutoCAD SHX Text TOP=148.57 IN=139.38 OUT=139.20 AutoCAD SHX Text TOP=149.90 IN=140.29 IN=140.26 OUT=139.38 AutoCAD SHX Text TOP=150.22 IN=141.43 OUT=141.22 AutoCAD SHX Text TOP=149.13 IN=142.15 OUT= 141.97 AutoCAD SHX Text 18" RCP AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text CREEK AutoCAD SHX Text 15" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 8" PVC AutoCAD SHX Text 12" PVC AutoCAD SHX Text APPROX. 74.50' AutoCAD SHX Text 183.84' AutoCAD SHX Text 1950 AutoCAD SHX Text 149.10 AutoCAD SHX Text FLY AutoCAD SHX Text 1973 AutoCAD SHX Text 150.11 AutoCAD SHX Text SMH AutoCAD SHX Text 1993 AutoCAD SHX Text 150.22 AutoCAD SHX Text SMH AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text EXISTING SSMH-003639 AutoCAD SHX Text SPOTSYLVANIA PARKWAY AutoCAD SHX Text WATERS OF THE US (TYP.) AutoCAD SHX Text EXISTING 18" DIP AutoCAD SHX Text EXISTING 36" DIP, SLOPE 0.35% AutoCAD SHX Text EXISTING 18" DIP AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING SSMH-004699 AutoCAD SHX Text EXISTING SSMH-008540 AutoCAD SHX Text PFO WETLANDS (TYP.) 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+008+50 9+50 10+50 11+50 12+50 13+50 14+50 15+50 T16 T15 T14 115 120 125 130 135 140 145 150 155 160 165 115 120 125 130 135 140 145 150 155 160 165 8+00 8+50 9+00 9+50 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 PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 217.12' L PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 600.00' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 R E F E R T O J P A - 0 4 M A T C H L I N E A T S T A 1 6 + 0 0 SHEET TITLE STA. 8+00 TO STA. 16+00 PLAN AND PROFILE SHEET NUMBER JPA-03 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 2 M A T C H L I N E A T S T A 8 + 0 0 1 0 ' 2 0 ' S T A . 8 + 1 2 P R O P O S E D 6 ' Ø M H 0 5 R I M = 1 4 9 . 7 4 I N V I N ( S ) = 1 3 7 . 1 0 I N V I N ( E ) = 1 3 9 . 4 3 I N V O U T ( N ) = 1 3 7 . 0 0 S T A . 1 0 + 2 9 P R O P O S E D 6 ' Ø D R O P M H 0 6 R I M = 1 4 6 . 0 9 I N V I N ( S ) = 1 3 6 . 2 3 I N V I N ( W ) = 1 3 9 . 1 8 I N V O U T ( N ) = 1 3 6 . 1 3 PROPOSED 8" PVC SEE SHEET C-09 FOR PROFILE PROPOSED VARIABLE WIDTH PUBLIC UTILITY EASEMENT 1 5 ' 4 ' CLAY DAM (TYP.) 100' 8 ' 10' 10 ' PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT 4 2 ' SEE NOTE B2 PROPOSED 54" STEEL CASING, 283' L STA. 5+19 TO STA. 8+02 PROPOSED 54" STEEL CASING, 283' L SEE NOTE B2.1 SEE NOTE A2.1 SEE NOTE B2.1 SEE NOTE SC4 SEE NOTE SC5 SEE NOTE SC6 SEE NOTE B2 SEE NOTE A2 REFER TO JPA-10MATCHLINE 7 ' PROPOSED 30' PUBLIC UTILITY EASEMENT (TYP.) EXISTING 15' PUBLIC UTILITY EASEMENT PROPOSED 36" PVC (PS-115) SLOPE 0.36%, 600.00' L STA. 10+29 PROPOSED 6'Ø CUT-IN MH06 RIM=146.09 INV IN (S)=136.23 INV IN (W)=139.18 INV OUT (N)=136.13 PROPOSED 36" PVC (PS-115) SLOPE 0.36%, 217.12' L CONTRACTOR STAGING AREA FOR TRENCHLESS CROSSING OF SPOTSYLVANIA PKWY WETLAND EXTENTS 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE BOUNDARY BETWEEN (WET2) PFO AND (WET3) PSS 1 1 1 1 1 ATTACHMENT F AutoCAD SHX Text TOP=147.47 IN=138.51(S) OUT=138.31(N) AutoCAD SHX Text TOP = 146.36 AutoCAD SHX Text TOP=146.67 IN=137.77(S) IN=138.78(W) OUT=138.31 AutoCAD SHX Text TOP=147.30 IN=138.31 OUT=138.01 AutoCAD SHX Text TOP=145.15 IN=137.52 OUT=137.31 AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 10" RCP AutoCAD SHX Text CREEK AutoCAD SHX Text EX. 15' SANITARY SEWER EASEMENT D.B. 511 PG. 427 AutoCAD SHX Text 8" PVC AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARK HOA TAX MAP #35M-8-B1 INSTR. #0500015728 AutoCAD SHX Text SPOTSYLVANIA CORPORATION TAX MAP #35-14-D INSTR. #030027635 AutoCAD SHX Text JODY, LLC TAX MAP #35-21-C1 INSTR. #190001264 AutoCAD SHX Text 401.11' AutoCAD SHX Text PSS WETLANDS AutoCAD SHX Text WATERS OF THE US (TYP.) AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text EXISTING 10" RCP AutoCAD SHX Text PFO WETLANDS (TYP.) 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 16+50 17+50 18+50 19+50 20+50 21+50 22+50 23+50 T13 T11 L O D T12 110 115 120 125 130 135 140 145 150 155 160 110 115 120 125 130 135 140 145 150 155 160 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 600.00' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 R E F E R T O J P A - 0 5 M A T C H L I N E A T S T A 2 4 + 0 0 SHEET TITLE STA. 16+00 TO STA. 24+00 PLAN AND PROFILE SHEET NUMBER JPA-04 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 3 M A T C H L I N E A T S T A 1 6 + 0 0 S T A . 1 6 + 2 9 P R O P O S E D 6 ' Ø M H 0 7 R I M = 1 4 4 . 5 3 I N V I N ( S ) = 1 3 3 . 9 9 I N V O U T ( N ) = 1 3 3 . 8 9 STA. 16+29 PROPOSED 6'Ø MH07 RIM=144.53 INV IN (S)=133.99 INV OUT (N)=133.89 PROPOSED 36" PVC (PS-115) SLOPE 0.36%, 600.00' L PROPOSED 36" PVC (PS-115) SLOPE 0.36%, 575.18' L 1 0 ' 2 0 ' PROPOSED 30' PUBLIC UTILITY EASEMENT S T A . 2 2 + 2 9 P R O P O S E D 6 ' Ø M H 0 8 R I M = 1 4 3 . 1 3 I N V I N ( S ) = 1 3 1 . 7 6 I N V O U T ( N ) = 1 3 1 . 6 6 STA. 22+29 PROPOSED 6'Ø MH08 RIM=143.13 INV IN (S)=131.76 INV OUT (N)=131.66 PROPOSED 36" PVC, SLOPE 0.36%, 575.18' L PROPOSED 36" DIP, SLOPE 0.36%, 600.00' L 1 5 ' PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT 4 5 ' 3 0 ' SEE NOTE A3 SEE NOTE B3 EXISTING 15' PUBLIC UTILITY EASEMENT SEE NOTE B3 HISTORICAL RESOURCE AREA 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE WETLAND EXTENTS 1 ATTACHMENT F AutoCAD SHX Text ANGSTADT PROPERTIES, L.L.C. TAX MAP #35-A-102 INSTR. #100010583 AutoCAD SHX Text TOP=144.89 IN=136.41 OUT=136.10 AutoCAD SHX Text TOP=144.12 IN=135.47 OUT=135.42 AutoCAD SHX Text TOP=144.80 IN=136.60 OUT=135.50 AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 150 AutoCAD SHX Text 140 AutoCAD SHX Text CREEK AutoCAD SHX Text EX. 15' SANITARY SEWER EASEMENT D.B. 511 PG. 419 AutoCAD SHX Text 18" RCP AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARKE TAX MAP #35M-13-B3 INSTR. #0600007909 AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARKE TAX MAP #35M-10-B2 INSTR. #0500039032 AutoCAD SHX Text RAPPAHANNOCK GOODWILL INDUSTRIES INC. TAX MAP #35-17-E INSTR. #060029534 AutoCAD SHX Text GENE EDWARDS PROPERTIES LLC TAX MAP #35-17-F INSTR. #060029325 AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARKE TAX MAP #35M-10-B2 INSTR. #0500039032 AutoCAD SHX Text DEPARTMENT OF HISTORICAL RESOURCES DHR 088-5208 AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text PFO WETLANDS (TYP.) R P A R P A R P A R P A R P A R P A R P A RPA R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 3 0 + 0 0 3 1 + 0 0 3 2 + 0 0 2 4 + 5 0 2 5 + 5 0 2 6 + 5 0 2 7 + 5 0 2 8 + 5 0 2 9 + 5 0 3 0 + 5 0 3 1 + 5 0 T10 T9 T8 110 115 120 125 130 135 140 145 150 155 160 110 115 120 125 130 135 140 145 150 155 160 24+00 24+50 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 PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 575.18' L PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 513.26' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 R E F E R T O J P A - 0 6 M A T C H L I N E A T S T A 3 2 + 0 0 SHEET TITLE STA. 24+00 TO STA. 32+00 PLAN AND PROFILE SHEET NUMBER JPA-05 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 4 M A T C H L I N E A T S T A 2 4 + 0 0 S T A . 2 8 + 0 5 P R O P O S E D 6 ' Ø M H 0 9 R I M = 1 4 2 . 5 3 I N V I N ( S ) = 1 2 9 . 6 1 I N V O U T ( N E ) = 1 2 9 . 5 1 PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 575.18' L 1 0 ' PROPOSED 30' PUBLIC UTILITY EASEMENT STA. 28+05 PROPOSED 6'Ø MH09 RIM=142.53 INV IN (S)=129.61 INV OUT (NE)=129.51 PROPOSED 36" PVC (PS-115), SLOPE 0.36%, 513.26' L 1 5 ' PROPOSED CLAY DAM (TYP.) PROPOSED CLAY DAM (TYP.) PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT PROPOSED 6" PVC (SDR-26) SEWER LATERAL, APPROX. 170' L PROPOSED CLEAN OUT SEE NOTE A4 SEE NOTE SC7 SEE NOTE B4 SEE NOTE A4 SEE NOTE B4 EXISTING 15' PUBLIC UTILITY EASEMENT SEE NOTE B4 HISTORICAL RESOURCE AREA WETLAND EXTENTS WETLAND EXTENTS VMRC CROSSING SC7 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK ORDINARY HWM ELEV. = 138.40 FT CREEK BED = 137.60 FT 5.2' 5.2 FOOT MINIMUM BELOW CREEK BED 15' 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE SEE NOTE B4 1 1 1 ATTACHMENT F AutoCAD SHX Text E AutoCAD SHX Text Columbia Gas AutoCAD SHX Text TOP=142.43 IN=134.14 OUT=134.08 AutoCAD SHX Text TOP=142.01 IN=132.29 OUT=132.11 AutoCAD SHX Text TOP= 149.66 IN=131.85 OUT=131.60 AutoCAD SHX Text TOP=148.14 IN=131.74 OUT=131.66 AutoCAD SHX Text 24" DIP AutoCAD SHX Text 24" DIP AutoCAD SHX Text 160 AutoCAD SHX Text 160 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text CREEK AutoCAD SHX Text EX. 20' SANITARY SEWER EASEMENT D.B. 511 PG. 423 AutoCAD SHX Text EX. SANITARY SEWER EASEMENT INSTR. #050047974 AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text COSNERS CORNER OWNERS ASSOCIATION, INC. TAX MAP #35-17-G INSTR. #200007309 AutoCAD SHX Text K-T INVESTMENTS, LLC TAX MAP #35-17-H INSTR. #050049263 AutoCAD SHX Text COOK OUT-MASSAPONAX, INC. TAX MAP #35-A-106 INSTR. #150013962 AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARKE TAX MAP #35M-13-B3 INSTR. #0600007909 AutoCAD SHX Text DEPARTMENT OF HISTORICAL RESOURCES DHR 088-5209 NO LONGER EXTANT (COOKOUT) AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text APPROX. LOCATION OF EXISTING SEWER LATERAL AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text PFO WETLANDS (TYP.) R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A RPA RPA RPA RPA RPA R P A R P A R P A R P A 3 2 + 0 0 3 3 + 0 0 3 4 + 0 0 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 3 8 + 0 0 39+00 40+00 3 2 + 5 0 3 3 + 5 0 3 4 + 5 0 3 5 + 5 0 3 6 + 5 0 3 7 + 5 0 3 8 + 5 0 39+50 T4 T5 T6 105 110 115 120 125 130 135 140 145 150 155 105 110 115 120 125 130 135 140 145 150 155 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 PROPOSED 36" PVC (PS-115), SLOPE 0.24%, 564.00' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 SHEET TITLE STA. 32+00 TO STA. 40+00 PLAN AND PROFILE SHEET NUMBER JPA-06 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 5 M A T C H L I N E A T S T A 3 2 + 0 0 STA. 38+82 PROPOSED 6'Ø MH11 RIM=136.82 INV IN (S)=126.22 INV OUT (N)=126.12 S T A . 3 8 + 8 2 P R O P O S E D 6 ' Ø M H 1 1 R I M = 1 3 6 . 8 2 I N V I N ( S ) = 1 2 6 . 2 2 I N V O U T ( N ) = 1 2 6 . 1 2 PROPOSED 36" PVC, SLOPE 0.24%, 500.00' L PROPOSED 36" PVC (PS-115) SLOPE 0.24%, 564.00' L PROPOSED 36" PVC (PS-115) SLOPE 0.24%, 500.00' L 1 5 ' 1 5 ' PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT PROPOSED 36" PVC (PS-115) SLOPE 0.36%, 513.26' L S T A . 3 3 + 1 8 P R O P O S E D 6 ' Ø D R O P M H 1 0 R I M = 1 3 9 . 9 9 I N V I N ( S W ) = 1 2 7 . 6 9 I N V I N ( E ) = 1 2 9 . 6 0 I N V O U T ( N ) = 1 2 7 . 5 9 7 ' 1 0 ' R E F E R T O J P A - 0 7 M A T C H L I N E A T S T A 4 0 + 0 0 STA. 33+18 PROPOSED 6'Ø DROP MH10 RIM=139.99 INV IN (SW)=127.69 INV IN (E)=129.60 INV OUT (N)=127.59 PROPOSED 12" PVC SEE SHEET C-09 FOR PROFILE PROPOSED 36" PVC, SLOPE 0.36%, 513.26' L PROPOSED VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED 36" PVC SEE SHEET C-09 FOR PROFILE 2 0 ' 1 0 ' 1 5 ' PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT 2 3 ' 2 0 ' 2 0 ' 1 5 ' PROPOSED 20' PUBLIC UTILITY EASEMENT PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROPOSED 30' PERMANENT EASEMENT 1 5 ' SEE NOTE A5 SEE NOTE B5 SEE NOTE SC8 SEE NOTE SC9 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE WETLAND EXTENTS HISTORICAL RESOURCE AREA VMRC CROSSING SC8 MULTIPLE BRAIDED INTERMITTENT AND MINOR PERENNIAL STREAMS APPROX. 3-4 FEET WIDE, APPROX. 2 FOOT BANKS, WITH 1-3 INCHES OF FLOWING WATER. THE ACCURACY OF SURVEY IN THIS AREA DOES NOT SHOW THESE MINOR CONTOURS VMRC CROSSING SC9 MULTIPLE BRAIDED INTERMITTENT AND MINOR PERENNIAL STREAMS APPROX. 3-4 FEET WIDE, APPROX. 2 FOOT BANKS, WITH 1-3 INCHES OF FLOWING WATER. THE ACCURACY OF SURVEY IN THIS AREA DOES NOT SHOW THESE MINOR CONTOURS 1 ATTACHMENT F AutoCAD SHX Text Rec 97108 AutoCAD SHX Text Col AutoCAD SHX Text TC AutoCAD SHX Text T AutoCAD SHX Text (no #) 114 6 AutoCAD SHX Text TC AutoCAD SHX Text 880066a AutoCAD SHX Text TC AutoCAD SHX Text TCH 10 AutoCAD SHX Text TCH 11 AutoCAD SHX Text Columbia Gas AutoCAD SHX Text Columbia Gas AutoCAD SHX Text TCH 12 AutoCAD SHX Text TOP=138.86 IN=129.58 OUT=129.55 AutoCAD SHX Text TOP=138.70 IN=129.08 OUT=128.91 AutoCAD SHX Text TOP=136.42 IN=128.45 OUT=128.40 AutoCAD SHX Text TOP=138.80 UNABLE TO OPEN AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text CONCRETE SIDEWALK AutoCAD SHX Text RIP RAP AutoCAD SHX Text 36"RCP AutoCAD SHX Text INV=133.31 AutoCAD SHX Text INV=133.43 AutoCAD SHX Text INV=133.66 AutoCAD SHX Text INV=133.46 AutoCAD SHX Text 36"RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text VIRGINIA HERITAGE at LEES PARK HOMEOWNERS ASSOCIATION, INC. TAX MAP #35M-18-B4 INSTR. #060024411 AutoCAD SHX Text 327.20' AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text EXISTING SSMH-003631 AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text PFO WETLANDS (TYP.) RPA RPA R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A 4 0 + 0 0 4 1 + 0 0 4 2 + 0 0 4 3 + 0 0 4 4 + 0 0 4 5 + 0 0 4 6 + 0 0 4 7 + 0 0 4 8 + 0 0 4 0 + 5 0 4 1 + 5 0 4 2 + 5 0 4 3 + 5 0 4 4 + 5 0 4 5 + 5 0 4 6 + 5 0 4 7 + 5 0 T2 T3 100 105 110 115 120 125 130 135 140 145 150 100 105 110 115 120 125 130 135 140 145 150 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 PROPOSED 36" PVC (PS-115), SLOPE 0.24%, 500.00' L PROPOSED 36" PVC (PS-115), SLOPE 0.24%, 225.44' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 R E F E R T O J P A - 0 8 M A T C H L I N E A T S T A 4 8 + 0 0 SHEET TITLE STA. 40+00 TO STA. 48+00 PLAN AND PROFILE SHEET NUMBER JPA-07 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 6 M A T C H L I N E A T S T A 4 0 + 0 0 STA. 43+82 PROPOSED 6'Ø MH12 RIM=134.77 INV IN (SW)=124.91 INV OUT (NE)=124.81 S T A . 4 6 + 0 7 P R O P O S E D 6 ' Ø M H 1 3 R I M = 1 3 2 . 8 8 I N V I N ( S W ) = 1 2 4 . 2 7 I N V O U T ( N W ) = 1 2 4 . 1 7 PROPOSED 36" PVC (PS-115) SLOPE 0.24%, 500.00' L PROPOSED 36" PVC (PS-115) SLOPE 0.24%, 456.29' L PROPOSED 36" PVC, SLOPE 0.24%, 456.29' L S T A . 4 3 + 8 2 P R O P O S E D 6 ' Ø M H 1 2 R I M = 1 3 4 . 7 7 I N V I N ( S W ) = 1 2 4 . 9 1 I N V O U T ( N E ) = 1 2 4 . 8 1 PROPOSED 36" PVC (PS-115) SLOPE 0.24%, 225.44' L STA. 46+07 PROPOSED 6'Ø MH13 RIM=132.88 INV IN (SW)=124.27 INV OUT (NW)=124.17 2 0 ' 1 0 ' PROPOSED 30' PUBLIC UTILITY EASEMENT PROPOSED CLAY DAM (TYP.) 1 5 ' PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT SEE NOTE A6 SEE NOTE SC11 SEE NOTE SC10 SEE NOTE B6 SEE NOTE A6 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE WETLAND EXTENTS VMRC CROSSING SC11 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK ORDINARY HWM ELEV. = 130.70 FT CREEK BED = 129.80 FT 1' 1 FOOT MINIMUM BELOW CREEK BED 6' VMRC CROSSING SC10 MULTIPLE BRAIDED INTERMITTENT AND MINOR PERENNIAL STREAMS APPROX. 3-4 FEET WIDE, APPROX. 2 FOOT BANKS, WITH 1-3 INCHES OF FLOWING WATER. THE ACCURACY OF SURVEY IN THIS AREA DOES NOT SHOW THESE MINOR CONTOURS SEE NOTE B6 1 ATTACHMENT F AutoCAD SHX Text TC AutoCAD SHX Text TC AutoCAD SHX Text TOP= 136.52 IN= 127.98 OUT= 128.05 AutoCAD SHX Text TOP=135.28 IN=127.25 OUT=127.14 AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text 18" RCP AutoCAD SHX Text INV=132.58 AutoCAD SHX Text 18"RCP AutoCAD SHX Text INV=131.51 AutoCAD SHX Text INV=133.31 AutoCAD SHX Text INV=133.43 AutoCAD SHX Text VIRGINIA HERITAGE at LEES PARK HOMEOWNERS ASSOCIATION, INC. TAX MAP #35M-18-B4 INSTR. #060024411 AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text PFO WETLANDS (TYP.) R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A 4 8 + 0 0 4 9 + 0 0 5 0 + 0 0 5 1 + 0 0 5 2 + 0 0 5 3 + 0 0 5 4 + 0 0 5 5 + 0 0 56+ 00 4 8 + 5 0 4 9 + 5 0 5 0 + 5 0 5 1 + 5 0 5 2 + 5 0 5 3 + 5 0 5 4 + 5 0 55+ 50 100 105 110 115 120 125 130 135 140 145 150 100 105 110 115 120 125 130 135 140 145 150 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 PROPOSED 36" PVC (PS-115), SLOPE 0.23%, 471.73' L PROPOSED 36" PVC (PS-115), SLOPE 0.24%, 456.29' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 SHEET TITLE STA. 48+00 TO STA. 56+00 PLAN AND PROFILE SHEET NUMBER JPA-08 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 7 M A T C H L I N E A T S T A 4 8 + 0 0 TOPOGRAPHIC SURVEY DATA NOT AVAILABLE IN THIS AREA. APPROXIMATE EXISTING GRADE SHOWN. STA. 50+64 PROPOSED 6'Ø MH14 RIM=134.09 INV IN (SE)=123.06 INV OUT (N)=123.01 S T A . 5 5 + 3 5 P R O P O S E D 6 ' Ø M H 1 5 R I M = 1 3 4 . 5 8 I N V I N ( S ) = 1 2 1 . 9 3 I N V O U T ( N ) = 1 2 1 . 8 8 PROPOSED 36" PVC (PS-115) SLOPE 0.23%, 211.37' L PROPOSED 36" PVC, SLOPE 0.23%, 211.37' L S T A . 5 0 + 6 4 P R O P O S E D 6 ' Ø M H 1 4 R I M = 1 3 4 . 1 4 I N V I N ( S E ) = 1 2 3 . 0 6 I N V O U T ( N ) = 1 2 3 . 0 1 PROPOSED 36" PVC (PS-115) SLOPE 0.24%, 471.73' L STA. 55+35 PROPOSED 6'Ø MH15 RIM=134.58 INV IN (S)=121.93 INV OUT (N)=121.88 R E F E R T O J P A - 0 9 M A T C H L I N E A T S T A 5 6 + 0 0 2 0 ' 1 0 ' 1 5 ' PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT 1 5 ' PROPOSED CLAY DAM (TYP.) PROPOSED CLAY DAM (TYP.) 1 5 ' SEE NOTE A7 SEE NOTE A7 SEE NOTE B7 SEE NOTE B7 SEE NOTE SC12 SEE NOTE SC13 PROPOSED 30' PUBLIC UTILITY EASEMENT 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE WETLAND EXTENTS VMRC CROSSING SC13 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK ORDINARY HWM ELEV. = 128.00 FT CREEK BED = 127.05 FT 17'12' VMRC CROSSING SC12 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK 0.2 FOOT MINIMUM BELOW CREEK BED 0.2' ORDINARY HWM ELEV. = 129.20 FT CREEK BED = 128.17 FT 2.3' 2.3 FOOT MINIMUM BELOW CREEK BED 1 ATTACHMENT F AutoCAD SHX Text 150 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text CURB & GUTTER AutoCAD SHX Text CREEK AutoCAD SHX Text PARKING LOT AutoCAD SHX Text CONCRETE PAD AutoCAD SHX Text CONCRETE PAD AutoCAD SHX Text COUNTY OF SPOTSYLVANIA TAX MAP #35-15-1 INSTR. #040015084 AutoCAD SHX Text ANNA NHA KHANH LE TRUST TAX MAP #35-15-1C INSTR. #200016974 AutoCAD SHX Text SCG-SOUTHPOINT SQUARE, LLC TAX MAP #35-15-1D INSTR. #210007025 AutoCAD SHX Text COUNTY OF SPOTSYLVANIA TAX MAP #35-15-1 INSTR. #040015084 AutoCAD SHX Text 130 AutoCAD SHX Text WATERS OF THE US (TYP.) AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text PFO WETLANDS (TYP.) R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A R P A 5 6 + 0 0 5 7 + 0 0 58+00 59+00 6 0 + 0 0 6 0 + 5 0 5 6 + 5 0 57+50 58+50 59+50 6 0 + 5 0 L O D L O D L O D 100 105 110 115 120 125 130 135 140 145 150 100 105 110 115 120 125 130 135 140 145 150 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 PROPOSED 42" PVC (PS-115), SLOPE 0.33%, 232.39' L PROPOSED 42" PVC (PS-115), SLOPE 0.33%, 39.30' L PROPOSED 36" PVC (PS-115), SLOPE 0.23%, 211.37' L 9 0 + 0 0 9 1 + 0 0 9 1 + 7 5 9 0 + 5 0 9 1 + 5 0 5 7 + 0 0 5 7 + 5 0 L O D 100 105 110 115 120 125 130 135 140 145 150 100 105 110 115 120 125 130 135 140 145 150 90+00 90+50 91+00 91+50 91+75 PROPOSED 42" PVC (PS-115), SLOPE 0.33%, 232.39' L PROPOSED 42" PVC (PS-115), SLOPE 0.10%, 134.04' L WITH 60" STEEL CASING, 211' L HORIZONTAL SCALE 00 5' 10' VERTICAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 SHEET TITLE STA. 56+00 TO STA. 60+75 PLAN AND PROFILE SHEET NUMBER JPA-09 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' REFER TO JPA-08MATCHLINE AT STA 56+00 S T A . 6 0 + 2 3 P R O P O S E D 6 ' Ø M H 1 8 R I M = 1 3 8 . 0 2 I N V I N ( S W ) = 1 1 9 . 9 3 I N V O U T ( E ) = 1 1 9 . 8 4 A I R V E N T E L = 1 4 0 . 6 0 S T A . 5 7 + 4 7 P R O P O S E D 6 ' Ø M H 1 6 R I M = 1 3 2 . 0 2 I N V I N ( S ) = 1 2 1 . 3 9 I N V I N ( W ) = 1 2 1 . 9 0 I N V O U T ( N E ) = 1 2 0 . 8 9 STA. 60+23 PROPOSED 6'Ø MH18 RIM=138.02 INV IN (W)=119.93 INV OUT (E)=119.84 1 0 ' 2 0 ' PROPOSED 30' PUBLIC UTILITY EASEMENT (TYP.) 1 5 ' 1 5 ' PROPOSED 42" PVC INSTALL NEOPRENE PAD AT EXISTING SANITARY CROSSING A P P R O X . 4 " 1 0 ' 2 0 ' 2 0 ' 1 5 ' PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT PROPOSED VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT PROPOSED 50' X 20' LAUNCH/RECEIVING PIT PROPOSED TEMPORARY CONSTRUCTION EASEMENT FOR EQUIPMENT STAGING PROPOSED 50' X 20' LAUNCH/RECEIVING PIT FOR TRENCHLESS CROSSING (TYP.) PROPOSED 42" PVC (PS-115) SLOPE 0.33%, 232.39' L WITH 60" STEEL CASING, 211' L PROPOSED 60" STEEL CASING, 221' L STA. 57+58 TO STA. 59+79 PROPOSED 54" STEEL CASING, 75' L STA. 56+50 TO STA. 57+25 1 4 4 ' SEE NOTE A8 SEE NOTE B8 SEE NOTE SC15 SEE NOTE SC14 SEE NOTE SC16 STA. 91+59 PROPOSED 6'Ø MH16 RIM=132.02 INV IN (S)=121.39 INV IN (W)=121.94 INV OUT (NE)=120.89 PROPOSED 42" PVC (PS-115) SLOPE 0.10%, 134.04' L PROPOSED 36" PVC, SLOPE 0.24%, 211.37' L CONNECTION 3 STA. 90+25 PROPOSED 6'Ø MH16A RIM=137.80 INV IN (W)=121.57 INV OUT (E)=121.07 SEE NOTE SC16 SEE NOTE SC15 SEE NOTE A8 SEE NOTE B8 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE 20' UTILITY CORRIDOR MITIGATION EXEMPT ZONE WETLAND EXTENTS 21' VMRC CROSSING SC16 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK ORDINARY HWM ELEV. = 129.42 FT CREEK BED = 128.62 FT 3.6' 3.6 FOOT MINIMUM BELOW CREEK BED 27' VMRC CROSSING SC14 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK ORDINARY HWM ELEV. = 126.50 FT CREEK BED = 124.20 FT S T A . 9 0 + 2 5 P R O P O S E D 6 ' Ø M H 1 6 A R I M = 1 3 7 . 8 0 I N V I N ( W ) = 1 2 1 . 5 7 I N V O U T ( E ) = 1 2 1 . 0 7 S T A . 9 1 + 5 9 P R O P O S E D 6 ' Ø M H 1 6 R I M = 1 3 2 . 0 2 I N V I N ( S ) = 1 2 1 . 3 9 I N V I N ( W ) = 1 2 0 . 9 4 I N V O U T ( N E ) = 1 2 0 . 8 9 PROPOSED 36" PVC (PS-115) SEE SHEET C-08 FOR PROFILE PROPOSED MANHOLE FRAME AND COVER TO BE WATERTIGHT BOLT-DOWN AND RIM ELEVATION TO BE 2' ABOVE EXISTING GRADE (TYP.) 1.7' CONCRETE PIPE CASING ENCROACHES A MAXIMUM OF 1.7 FEET ABOVE EXISTING STREAM BED ELEVATION. NOT EXPECTED TO HAVE ANY IMPACTS ON AQUATIC SPECIES MOVEMENT. 13' VMRC CROSSING SC15 *CROSSING DIMENSIONS NOT TO PROFILE SCALE* UNNAMED TRIBUTARY TO MASSAPONAX CREEK. AVERAGES 5-7 FEET WIDE, 1-3 FOOT BANKS, WITH 2-6 INCHES OF FLOWING WATER. CREEK BED = 128.61 FT 4' ORDINARY HWM = 129.21 FT 4 FOOT MINIMUM BELOW CREEK BED 1 ATTACHMENT F AutoCAD SHX Text F AutoCAD SHX Text EB AutoCAD SHX Text FOHH 15 AutoCAD SHX Text TOP=140.18 IN=125.38 OUT=124.22 AutoCAD SHX Text TOP=140.18 IN=125.38 OUT=124.22 AutoCAD SHX Text 36"DIP AutoCAD SHX Text 36"DIP AutoCAD SHX Text 36" DIP AutoCAD SHX Text TOP=138.43 CL INV=121.57 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text 150 AutoCAD SHX Text 150 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text RIP RAP AutoCAD SHX Text CREEK AutoCAD SHX Text 36"DIP AutoCAD SHX Text 18"RCP AutoCAD SHX Text TOP=133.79 IN=123.99 OUT=123.94 AutoCAD SHX Text TOP=142.65 IN=120.03 OUT=119.92 AutoCAD SHX Text TOP=148.44 IN=120.37 OUT=120.34 AutoCAD SHX Text SIDEWALK AutoCAD SHX Text SIDEWALK AutoCAD SHX Text TOP=133.14 AutoCAD SHX Text EX. 30' UTILITY EASEMENT INSTR.#040015084 AutoCAD SHX Text EX. 30' UTILITY EASEMENT INSTR.#040015084 AutoCAD SHX Text 8" PVC AutoCAD SHX Text 18" RCP AutoCAD SHX Text 30" DIP AutoCAD SHX Text ABANDONED 18" RCP AutoCAD SHX Text COUNTY OF SPOTSYLVANIA TAX MAP #35-15-5 INSTR. #040015084 AutoCAD SHX Text COUNTY OF SPOTSYLVANIA TAX MAP #35-15-1 INSTR. #040015084 AutoCAD SHX Text S AutoCAD SHX Text APPROX. 350.00' AutoCAD SHX Text 226.06' AutoCAD SHX Text EB AutoCAD SHX Text TOP=140.18 IN=125.38 OUT=124.22 AutoCAD SHX Text 36" DIP AutoCAD SHX Text TOP=138.43 CL INV=121.57 AutoCAD SHX Text 140 AutoCAD SHX Text 140 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text 130 AutoCAD SHX Text RIP RAP AutoCAD SHX Text CREEK AutoCAD SHX Text TOP=133.14 AutoCAD SHX Text 30" DIP AutoCAD SHX Text APPROX. 350.00' AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text SOUTHPOINT PARKWAY AutoCAD SHX Text EXISTING 36" DIP, SLOPE 0.19% AutoCAD SHX Text EXISTING BRIDGE ABUTMENT AutoCAD SHX Text EXISTING BRIDGE ABUTMENT AutoCAD SHX Text EXISTING 36" DIP, SLOPE 0.19% AutoCAD SHX Text CREEK AutoCAD SHX Text EXISTING 36" AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text EXISTING 30" DIP APPROX. 350.00' L AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text 2 TEMPORARY CONSTRUCTION ENTRANCES SEE ES-07 HORIZONTAL SCALE CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 SHEET TITLE ACCESS FROM BALLS BLUFF RD SHEET NUMBER JPA-10 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 1 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ W E T L A N D D E L I N E A T I O N D C W \ W E T L A N D A N D S T R E A M I M P A C T S _ J P A - 1 0 _ 2 0 2 3 0 3 3 1 . D W G 00 30' 60' R E F E R T O J P A - 0 3 M A T C H L I N E PROPOSED VARIABLE WIDTH PUBLIC UTILITY EASEMENT S E E A B O V E M A T C H L I N E S E E B E L O W M A T C H L I N E PROPOSED LIMITS OF DISTURBANCE PROPOSED LIMITS OF DISTURBANCE 7T SEE NOTE A9 SEE NOTE A9 SEE NOTE A9 SEE NOTE SC17 EXISTING 15' PUBLIC UTILITY EASEMENT TEMPORARY CONSTRUCTION ENTRANCE WETLAND EXTENTS WETLAND EXTENTS WETLAND EXTENTS PROPOSED VARIABLE WIDTH PUBLIC UTILITY EASEMENT 1 1 1 1 1 1 1 ATTACHMENT F AutoCAD SHX Text TOP=156.56 IN=148.82 OUT=148.57 AutoCAD SHX Text TOP=163.82 IN=151.12 OUT=151.02 AutoCAD SHX Text TOP=173.01 IN=161.99 OUT=161.16 AutoCAD SHX Text 18" AutoCAD SHX Text 18" AutoCAD SHX Text 18" AutoCAD SHX Text EX. 12' SANITARY SEWER EASEMENT D.B. 805 PG. 723 AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARKE HOA C/O ACACIA CREDIT FUND 9-A LLC 35M-8-B1 AutoCAD SHX Text TOP = 146.36 AutoCAD SHX Text TOP=150.09 IN=142.14 OUT=142.01 AutoCAD SHX Text TOP=153.04 IN=145.93 OUT=145.82 AutoCAD SHX Text 18" AutoCAD SHX Text EX. 12' SANITARY SEWER EASEMENT D.B. 805 PG. 747 AutoCAD SHX Text SPOTSYLVANIA CORPORATION TAX MAP #35-14-D INSTR. #030027635 AutoCAD SHX Text VIRGINIA HERITAGE AT LEES PARKE HOA C/O ACACIA CREDIT FUND 9-A LLC 35M-8-B1 AutoCAD SHX Text CE AutoCAD SHX Text APPROX. EXISTING RIGHT-OF-WAY AutoCAD SHX Text WATERS OF THE US (TYP.) AutoCAD SHX Text BALLS BLUFF ROAD AutoCAD SHX Text PFO WETLANDS (TYP.) AutoCAD SHX Text PFO WETLANDS (TYP.) SHEET TITLE COUNTY EROSION AND SEDIMENT CONTROL NOTES SHEET NUMBER ES-01 L a s t s a v e d b y : W I N S L O W D ( 2 0 2 3 - 0 3 - 3 0 ) L a s t P l o t t e d : 2 0 2 3 - 0 3 - 3 1 P r o j e c t M a n a g e m e n t I n i t i a l s : D e s i g n e r : C h e c k e d : A p p r o v e d : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F i l e n a m e : C : \ U S E R S \ W I N S L O W D \ A E C O M \ S P O T S Y W W W B O A - G E N E R A L \ 6 0 6 7 1 3 0 5 _ S P O T _ R T 1 S E W E R \ 9 0 0 _ C A D _ G I S \ 9 1 0 _ C A D \ S H E E T S \ C O U N T Y E S C N O T E S . D W G CONSULTANT AECOM 4840 COX ROAD GLEN ALLEN, VA 23060 804 515 8300 tel www.aecom.com CLIENT SPOTSYLVANIA COUNTY DEPARTMENT OF UTILITIES 600 HUDGINS ROAD FREDERICKSBURG, VA 22408 PROJECT ROUTE 1 SEWER REPLACEMENT PROJECT NUMBER 60671305 A R C H D 2 4 " x 3 6 " APPROVAL BLOCK AECOM PLAN REVIEWER SIGNATURE DATE SPOTSYLVANIA COUNTY REVIEWING AGENT I/R DATE DESCRIPTION ISSUE/REVISION 1 3/31/2023 COMMENT REVISIONS Lic. No. 39778 STEPHEN T. CROWE 01/31/2023 SPOTSYLVANIA COUNTY EROSION AND SEDIMENT CONTROL NOTES: 1. CONTACT THE SPOTSYLVANIA COUNTY ENVIRONMENTAL CODES DIVISION, 540-507-7222, A MINIMUM OF TWO (2) BUSINESS DAYS PRIOR TO COMMENCEMENT OF LAND DISTURBANCE ACTIVITIES. A PRE-CONSTRUCTION MEETING IS REQUIRED FOR ALL PROJECTS UNLESS WAIVED BY THE COUNTY PROGRAM ADMINISTRATOR. 2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITIES, A LAND DI