Loading...
HomeMy WebLinkAbout20061931 Ver 1_More Info Received_20070329} v AVOLIS ENGINEERING, P.A. P.O. Box 15564 New Bern, North Carolina 28561 (252) 633-0068 O lv ' 1 °~ 3 I March 27, 2007 Ms. Cyndi Karoly, Supervisor 401 Oversight/Express Review Permitting Unit NCDENR -Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Rivershore Subdivision - DWQ Project #06-1931 Sandy Point Road, New Bern, Craven County, North Carolina AE Project No. 05029 Dear Cyndi: j I~/ n~14~ li ~r~,, '<: ~~Sls'i~~Y Y~K~~Q neap arhf~r~ri~,v~n ~t~i~,rt In response to your January 5, 2007 letter of request for additional information, attached please find the following: • Modified Project Plans Sheet C1, C4 and WC (Seven Copies) • Project Density Calculations (One Copy) • Stormwater Pond Maintenance Place (One Copy) • Copy of U.S. Army Corps of Engineers NWP-14 (One Copy) The following modifications have been made to these plans: The proposed wetland area is indicated on the proposed overall Sheet C 1. Sheet WC provides an enlarged view of the proposed wetland impact area. 2. The Zone 1 and Zone 2 buffer areas have been indicated on Sheet C 1. 3. The location of sewer lines are indicated on the enlarged view of the wetland crossing on Sheet WC. 4. Enclosed is a copy of the density calculations for the project. 5. Stormwater outfall points have been labeled on the overall site plan Sheet C1. 6. Operation and Maintenance Plan for the stormwater control system are included herein. 7. The existing ditch on the eastern side of the property has been labeled as existing ditch on Sheet C 1. A detail of the overflow weir and rip rap apron are included on Sheet C4. 8. It is proposed that no additional wetlands be impacted on the tract beyond that needed for the road crossing. Annotations have been made on Sheet C 1 to show the arrangement of the residences and driveways for the lots requested. It is requested that you consider this information and continue with your review of the project permit. Should you have any questions relating to this matter, please do not hesitate to call. Sincerely, ~~ ~. evin Avolis~h!E. ice-President cam= o ~o - ~ ~ 3 1 STORMWATER CALCULATIONS Rivershore - A Planned Unit Development Sandy Point Road, NCSR 1609 New Bern, North Carolina Prepared by: Avolis Engineering, P.A. P.O. Box 15564 New Bern, NC 28561 (252)633-0068 Office (252)633-6507 Fax November 30, 2006 ~~mtn~p~i CAq ~~~~i ..S ~ ~'fi'~~'~ SEAL 9` «i~ -. ~ ~- osd~ 9 ~ ~. b r -TaTrr'~ S~ r~` i9 /1.a~9 ~ 73. l f ~ ~~es -~,~-c. Qi~~~r S ~ ra ~2~,q ~ a ~, 8 ~ ~4~,res C..d ~+S~D~ Q1 ~3z,- ~t~~c.T V,~o~J f~/t.~r9 , ~rns - a, d'~S LF n 3 ~' w 1 DS' - "70~ .~~5 S F -- S• ~~m.a< bes ~ ~ - a, ao a ~F ,r ~f'~io~ = 8 8 ao s ~ I'r ~~~iuipvY~. ~75 , fi~us ~ ~Tv,~~~ - ~~f'cvx ~~~~ . aaoa s ~ A rZK~~ ~V N PjgtZ. NakSg) !.~ .S F S ~~ ~ rrLr, d,.~ C{,r -- ~s 5 F ..~~ l'7`J ~ ~GoT ..3r~~ ~~/LvT ~ ~~2 lt3TS _ ~~~oJeZ3~5~ -~~~. Pr~~' ~u -~.,-r ~o a . aas.ss~s~ s r i ~~`.4 ,~ _J; _; ; , a~. $~ ~~ ~'~ sS -'I'1~. 3D a~ ~~-~- 1 w-~~m~ea, bl e vr.~.y c~,--~ cJ,~.c~~-~- ~~.e~Q ate. ~-- ..~~,~ a-r.a~ ~-; ~ /~ ~"~ .~.~ , ,/~.~r~ ~v e~ cY e s y ~v Gtn. e~v~~ Ncc ~~e.~ °~ ~~ ~.. °~ V~u t c.,~, ~~ s S~e~-E- S 1~~.r~~ = S,~a~a~s P,~err P.~.n„~a,~. fd'7,8~y s~~ ~o~ sass F .3~~ 3~t~ Ste, l ~~ ~sas~ a a s, ssq' s F> ~8'7~~s~s~~ a~~a ~ I < <0 2. !4-c.r D. ~v ~ 0.3 q ~-~ s'~ ~ ~ ~iZ a2.~~ ~- i a~ ~. U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT O lv - ~ 9 3 ~ ORM ID: SAW-2007-878-125 County: Craven USES Quad: New Bern GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner /Authorized Agent: Rivershore Properties, LLC Address: Attention: Ross Beebee 240 Craven Street New Bern, North Carolina 28560 Telephone No.: 252-633-2059 Size and location of property (water body, road name/number, town, etc.): Proiect property is a 73.14 acre tract located on the west side of US Highway 17 at the north side of the Highway 17 bridge adjacent to the Neuse River in Bridgeton, Craven County, North Carolina. Description of projects area and activity: Applicant proposes to place fill in 0.17 acres of jurisdictional wetlands for the construction of a road crossing. See attached Special Conditions. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ^ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: NWP-14 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time, exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any NWP. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Tracy Wheeler at (252) 975-1616 extension 24. Corps Regulatory Offi ' ~ Date: 03/06/2007 Expiration Date of Verification: 03/18/2007 Cc: Kevin Aeolis Avoils Engineering Pos"t Office Box 15564 New Bern, North Carolina 28561 Page 1 of 3 CESAW-RG-~~V DATE: 03/06/2007 MEMORANDUM FOR RECORD SUBJECT: Consideration of Compensatory Mitigation and Potential Impacts to Endangered Species, Cultural Resources and Essential Fish Habitat. 1. ORM ID: SAW-2007-878-125 2. Project Name and Location: Rivershore Properties, LLC property is a 73.14 acre tract located on the west side of US Highway 17 at the north side of the Highway 17 bridge adjacent to the Neuse River in Bridgeton, Craven County, North Carolina. 3. Mitigation [Section 404(b)(1) Guidelines]. a. Has applicant avoided and minimized impacts to the maximum practicable extent? YES If NO, Explain: b. Is compensatory mitigation necessary? YES Explain: Applicant proposes payment to the NC Ecosystem Enhancement Program 4. Endangered Species (Section 7 of the ESA). a. Will any threatened or endangered species or their critical habitats be affected by this project? NO If YES, describe steps taken to address concerns: 5. Cultural Resources (Section 106 of the NHPA). a. Will any Cultural Resources be impacted by this project? NO b. If YES, describe steps taken to address concerns: 6. Essential Fish Habitat (50 CFR Part 600, Magnuson-Stevens Act). a. Is this a project that "may adversely affect essential fish habitat"? NO b. If YES, describe steps taken to address concerns: Corps Regulatory Officia Page 3 of 3 9. Water Quality. a. In certain states and tribal lands an individual 401 Water Quality Certification must be obtained or waived (See 33 CFR 330.4(c)). b. For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tribal 401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water quality management includes stormwater management that minimizes degradation of the downstream aquatic system, including water quality (refer to General Condition 21 for stormwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers next to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures must be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 330.4(d)). 11. Endangered Species. a. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. b. Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of 4 the ESA. Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the USFWS and NMFS or their World Wide Web pages at http://www.fws.gov/r9endspp/endspp.html and http://www.nfms.noaa.gov/prot res/overview/es.html respectively. 12. Historic Properties. No activity that may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the notification must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. 13. Notification. a. Timing; where required by the terms of the NWP, the prospective permittee must notify the District Engineer with a preconstruction notification (PCN) as early as possible. The District Engineer must determine if the notification is complete within 30 days of the date of receipt and can request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information has been received by the District Engineer. The prospective permittee shall not begin the activity: 1. Until notified in writing by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or 2. If notified in writing by the District or Division Engineer that an Individual Permit is required; or 3. Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective pennittee has not received written notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5 (d)(2). b. Contents of Notification: The notification must be in writing and include the following information: 1. Name, address and telephone numbers of the prospective permittee; 2. Location of the proposed project; 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), Regional General Permit(s), or Individual Permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP (Sketches usually clarify the project and when provided result in a quicker decision.); 4. For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN must also include a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(f)); 5. For NWP 7 (Cutfall Structures and Maintenance), the PCN must include information regarding the original design capacities and configurations of those areas of the facility where maintenance dredging or excavation is proposed; 6. For NWP 14 (Linear Transportation Projects), the PCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement describing how temporary losses of waters of the US will be minimized to the maximum extent practicable; 7. For NWP 21 (Surface Coal Mining Activities), the PCN must include an Office of Surface Mining (OSM) or state-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer must determine that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; 8. For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include documentation of the prior condition of the site that will be reverted by the permittee; 9. For NWP 29 (Single-Family Housing), the PCN must also include: spouse; of the permittee; i. Any past use of this NWP by the Individual Permittee and/or the permittee's ii. A statement that the single-family housing activity is for a personal residence 6 iii. A description of the entire parcel, including its size, and a delineation of wetlands. For the purpose of this NWP, parcels of land measuring \1/4\-acre or less will not require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than \1/4\-acre in size, formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(f)); iv. A written description of all land (including, if available, legal descriptions) owned by the prospective permittee and/or the prospective permittee's spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as atenant-by-the-entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; 10. For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit aaive-year (or less) maintenance plan. In addition, the PCN must include all of the following: i. Sufficient baseline information identifying the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, iii. Location of the dredged material disposal site; 11. For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources; 12. For NWPs 39, 43 and 44, the PCN must also include a written statement to the District Engineer explaining how avoidance and minimization for losses of waters of the US were achieved on the project site; 13. For NWP 39 and NWP 42, the PCN must include a compensatory mitigation proposal to offset losses of waters of the US or justification explaining why compensatory mitigation should not be required. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 7 14. For NWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear feet of existing serviceable drainage ditches constructed in non-tidal streams unless, for drainage ditches constructed in intermittent nontidal streams, the District Engineer waives this criterion in writing, and the District Engineer has determined that the project complies with all terms and conditions of this NWP, and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; 15. For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 16. For NWP 44 (Mining Activities), the PCN must include a description of all waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities); 17. For activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work; and 18. For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. c. Form of Notification: The standard Individual Permit application form (Form ENG 4345) may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the requisite information may also be used. d. District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective permittee may submit a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the District Engineer will notify the permittee and include any conditions the District Engineer deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: 1. That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an Individual Permit; 2. that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; or 3. that the project is authorized under the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. e. Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than \1/2\-acre of waters of the US, the District Engineer will provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of 9 NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that they intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of notifications to expedite agency notification. f. Wetland Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps (For NWP 29 see paragraph (b)(9)(iii) for parcels less than (\1/4\-acre in size). The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps does the delineation. Furthermore, the 45-day period will not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. 14. Compliance Certification. Every permittee who has received NWP verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a. A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b. A statement that any required mitigation was completed in accordance with the permit conditions; and c. The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the US authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed \ 1/3\-acre) . 10 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water supply intake except where the activity is for repair of the public water supply intake structures or adjacent bank stabilization. 17. Shellfish Beds. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWP 4. 18. Suitable Material. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the CWA). 19. Mitigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than minimal. a. The project must be designed and constructed to avoid and minimize adverse effects to waters of the US to the maximum extent practicable at the project site (i.e., on site). b. Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. c. Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement. Consistent with National policy, the District Engineer will establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. d. Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage losses allowed by the acreage limits of some of the NWPs. For example, \1/4\-acre of wetlands cannot be created to change a,\3/4\acre loss of wetlands to a \1/2\-acre loss associated with NWP 39 verification. However, \1/2\-acre of created wetlands can be used to reduce the impacts of a \1/2\-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. e. To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions 11 and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. f. Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the establishment, maintenance, and legal protection (e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated buffers will be the only compensatory mitigation required. Vegetated buffers should consist of native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer .will be 25 to 50 feet wide on each side of the stream, but the District Engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters exist on the project site, the Corps will determine the appropriate compensatory mitigation (e.g., stream buffers or wetlands compensation) based on what is best for the aquatic environment or, a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory mitigation, the District Engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. g. Compensatory mitigation proposals submitted with the "notification" may be either conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. h. Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorized. 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site similar to preconstruction conditions, and provide for not increasing water flows from the project site, relocating water, or redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it 12 will not be a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect waterflows. While appropriate measures must be taken, it is not necessary to conduct detailed studies to identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. 22. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This includes structures and work in navigable waters of the US, or discharges of dredged or fill material. 23. Waterfowl Breeding Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment. The District Engineer may also designate additional critical resource waters after notice and opportunity for comment. a. Except as noted below, discharges of dredged or fill material into waters of the US are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be authorized in designated critical habitat for Federally listed threatened or endangered species if the activity complies with General Condition 11 and the USFWS or the NMFS has concurred in a determination of compliance with this condition. b. For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26. Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year floodplains will be identified through the existing Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. 13 a. Discharges in Fooodplain; Below Headwaters. Discharges of dredged or fill material into waters of the US within the mapped 100year floodplain, below headwaters (i.e. five cfs), resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. b. Discharges in Floodway; Above Headwaters. Discharges of dredged or fill material into waters of the US within the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, and 44. c. The permittee must comply with any applicable FEMA-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was commenced or under contract to commence by the expiration date of the NWP (or modification or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to commence within the verification period, the work must be completed by the date determined by the Corps. For projects that have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. FURTHER INFORMATION 1. District Engineers have authority to determine if an activity complies with the terms and conditions of a NWP. 2. NWPs do not obviate the need to obtain other Federal, State, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. 14 DEFINITIONS Best Management Practices (BMPs): BMPs are policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or nonstructural. A BMP policy may affect the limits on a development. Compensatory Mitigation: For purposes of Section 10/404, compensatory mitigation is the restoration, creation, enhancement, or in exceptional circumstances, preservation of wetlands and/or other aquatic resources for the purpose of compensating for unavoidable adverse impacts, which remain, after all appropriate and practicable avoidance and minimization has been achieved. Creation: The establishment of a wetland or other aquatic resource where one did not formerly exist. Enhancement: Activities conducted in existing wetlands or other aquatic resources that increase one or more aquatic functions. Ephemeral Stream: An ephemeral stream has flowing water only during and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runnoff from rainfall is the primary source of water for stream flow. Farm Tract: A unit of contiguous land under one ownership that is operated as a farm or part of a farm. Flood Fringe: That portion of the 100-year floodplain outside of the floodway (often referred to as "floodway fringe"). Floodway: The area regulated by Federal, state, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated amount (not to exceed one foot as set by the National Flood Insurance Program) within the 100-year floodplain. Independent Utility: A test to determine what constitutes a single and complete project in the Corps regulatory program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi- phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. 15 Intermittent Stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss of waters of the US: Waters of the US that include the filled area and other waters that are permanently adversely affected by flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent above-grade, at-grade, or below-grade fills that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the US is the threshold measurement of the impact to existing waters for determining whether a project may qualify for a NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of stream bed that is filled or excavated. Waters of the US temporarily filled, flooded, excavated, or drained, but restored to preconstruction contours and elevations after construction, are not included in the measurement of loss of waters of the US. Impacts to ephemeral waters are only not included in the acreage or linear foot measurements of loss of waters of the US or loss of stream bed, for the purpose of determining compliance with the threshold limits of the NWPs. Non-tidal Wetland.• An area that, during a year with normal patterns ofprecipitation has standing or flowing water for sufficient duration to establish an ordinary high water mark. Aquatic vegetation within the area of standing or flowing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. The term "open water" includes rivers, streams, lakes, and ponds. For the purposes of the NWPs, this term does not include ephemeral waters. Perennial Stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for the most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Permanent Above-grade Fill: A discharge of dredged or fill material into waters of the US, including wetlands, that results in a substantial increase in ground elevation and permanently converts part or all of the waterbody to dry land. Structural fills authorized by NWPs 3, 25, 36, etc. are not included. Preservation: The protection of ecologically important wetlands or other aquatic resources in perpetuity through the implementation of appropriate legal and physical mechanisms. Preservation may include protection of upland areas adjacent to wetlands as necessary to ensure protection and/or enhancement of the overall aquatic ecosystem. Restoration: Re-establishment of wetland and/or other aquatic resource characteristics and function(s) at a site where they have ceased to exist, or exist in a substantially degraded state. Ri f{le and Pool Complex: Riffle and pool complexes are special aquatic sites under the 16 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. Single and Complete Project: The term "single and complete project" is defined at 33 CFR 330.2(1) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers (see definition of independent utility). For linear projects, the "single and complete project" (i.e., a single and complete crossing) will apply to each crossing of a separate water of the US (i.e., a single waterbody) at that location. An exception is for linear projects crossing a single waterbody several times at separate and distant locations; each crossing is considered a single and complete project. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies. Stormwater Mana eg ment: Stormwater management is the mechanism for controlling Stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater Management Facilities: Stormwater management facilities are those facilities, including but not limited to, Stormwater retention and detention ponds and BMPs, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of Stormwater runoff. Stream Channelization: The manipulation of a stream channel to increase the rate of water flow through the stream channel. Manipulation may include deepening, widening, straightening, armoring, or other activities that change the stream cross-section or other aspects of stream channel geometry to increase the rate of water flow through the stream channel. A channelized stream remains a water of the US, despite the modifications to increase the rate of water flow. Tidal Wetland: A tidal wetland is a wetland (i.e., water of the US) that is inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33 CFR 328.3(f), respectively. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line (i.e., spring high tide line) and are inundated by tidal waters two times per lunar month, during spring high tides. 17 Vegetated Buffer: A vegetated upland or wetland area next to rivers, streams, lakes, or other open waters, which separates the open water from developed areas, including agricultural land. Vegetated buffers provide a variety of aquatic habitat functions and values (e.g., aquatic habitat for fish and other aquatic organisms, moderation of water temperature changes, and detritus for aquatic food webs) and help improve or maintain local water quality. A vegetated buffer can be established by maintaining an existing vegetated area or planting native trees, shrubs, and herbaceous plants on land next to openwaters. Mowed lawns are not considered vegetated buffers because they provide little or no aquatic habitat functions and values. The establishment and maintenance of vegetated buffers I a method of compensatory mitigation that can be used in conjunction with the restoration, creation, enhancement or preservation of aquatic habitats to ensure that activities authorized by NWPs result in minimal adverse effects to the aquatic environment. (See General Condition 19.) Vegetated Shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbodv: A waterbody is any area that in a normal year has water flowing or standing above ground to the extent that evidence of an ordinary high water mark is established. Wetlands contiguous to the waterbody are considered part of the waterbody. FINAL REGIONAL CONDITIONS FOR NATIONWIDE PERMITS IN THE WILMINGTON DISTRICT 1. Waters Excluded from NWP or Subject to Additional Notification Requirements: a. The Corps identified waters that will be excluded from use of this NWP. These waters are: 1. Discharges into Waters of the United States designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning area are prohibited during the period between February 15 and June 30, without prior written approval from NCDMF or NCWRC and the Corps. 2. Discharges into Waters of the United States designated as sturgeon spawning areas are prohibited during the period between February 1 and June 30, without prior written approval from the National Marine Fisheries Service (NMFS). b. The Corps identified waters that will be subject to additional notification requirements for activities authorized by this NWP. These waters are: 18 1. Prior to the use of any NWP in any of the following North Carolina designated waters, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant must furnish a written statement of compliance with all of the conditions of the applicable Nationwide Permit. The North Carolina designated waters that require additional notification requirements are "Outstanding Resource Waters" (ORW) and "High Quality Waters" (HQW) (as defined by the North Carolina Division of Water Quality), or "Inland Primary Nursery Areas" (IPNA) (as defined by the North Carolina Wildlife Resources Commission), or contiguous wetlands (as defined by the North Carolina Division of Water Quality), or "Primary Nursery Areas" (PNA) (as defined by the North Carolina Division of Marine Fisheries). 2. Applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in the twenty (20) coastal counties of Eastern North Carolina covered by the North Carolina Coastal Area Management Act (CAMA), must also obtain the required CAMA permit. Construction activities may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office - P.O. Box 1890, Wilmington, NC 28402 or Washington Field Office - P.O. Box 1000, Washington, NC 27889) for authorization to begin work. 3. Prior to the use of any NWP on a Barrier Island of North Carolina, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable Nationwide Permit. 4. Prior to the use of any NWP in a "Mountain or Piedmont Bog" of North Carolina, applicants shall comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Note: The following wetland community types identified in the N.C. Natural Heritage Program document, "Classification of Natural communities of North Carolina (Michael P. Schafale and Alan S. Weakley, 1990), are subject to this regional condition. Mountain Boas Swamp Forest-Bog Complex Piedmont Boes Upland Depression Swamp Forest Swamp Forest-Bog Complex (Spruce Subtype) Southern Appalachian Bog (Northern Subtype) Southern Appalachian Bog (Southern Subtype) Southern Appalachian Fen 5. Prior to the use of any NWP in Mountain Trout Waters within twenty-five (25) designated counties of North Carolina, applicants shall comply with Nationwide General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Notification will include a letter of comments and recommendations from the North Carolina Wildlife Resources Commission (NCWRC), the 19 location of work, a delineation of wetlands, a discussion of alternatives to working in the Mountain Trout Waters, why other alternatives were not selected, and a plan to provide compensatory mitigation for all unavoidable adverse impacts to the Mountain Trout Waters. To facilitate coordination with the NCWRC, the proponent may provide a copy of the notification to the NCWRC concurrent with the notification to the District Engineer. The NCWRC will respond both to the proponent and directly to the Corps of Engineers. The twenty-five (25) designated counties are: Alleghany Ashe Avery Yancey Buncombe Burke Caldwell Wilkes Cherokee Clay Graham Swain Haywood Henderson Jackson Surry Macon Madison McDowell Stokes Mitchell Polk Rutherford Transylvania Watauga 6. Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or removing sediment from an area closed to shell fishing where the effluent may be released to an area open for shell fishing or swimming in order to avoid contamination of the disposal area and allow a temporary shellfish closure to be made. Any disposal of sand to the beach should occur between November 1 and April 30 when recreational usage is low. Only clean sand should be used and no dredged sand from closed shell fishing areas. If beach disposal was to occur at times other than stated above or if sand from a closed shell fishing area is to be used, a swim advisory shall be posted and a press release shall be made. NCDENR Shellfish Sanitation Section must be notified before commencing this activity. 2. List of Final Corps Regional Modifications and Conditions for All Nationwide Permits a. Individual or multiple NWPs may not be used for activities that result in the cumulative loss or degradation of greater than 300 total linear feet of perennial streambed or intermittent streambed that exhibits important aquatic function(s). b. Prior to the use of any NWP (except 13, 27, and 39) for any activity that has more than a total of 150 total linear feet of perennial streambed impacts or intermittent streambed impacts (if the intermittent stream has important aquatic function), the applicant must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Compensatory mitigation is typically required for any impact that requires such notification. [Note: The Corps uses the Intermittent Channel Evaluation Form, located with Permit Information on the Regulatory Program Web Site, to aid in the determination of the intermittent channel stream status. Also, NWPs 13, 27 and 39 have specific reporting requirements.] 20 c. For all Nationwide Permits which allow the use of concrete as a building material, measures will be taken to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with waters of the state until the concrete has hardened. d. For all Nationwide Permits that allow for the use of riprap material for bank stabilization, filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. e. For all NWPs that involve the construction of culverts, measures will be included in the construction that will promote the safe passage of fish and other aquatic organisms. All culverts in the 20 CAMA coastal counties must be buried to a depth of one foot below the Roadway Approach Fill I Bankfull Culvert buried below streambed to appropriate Stream depth Bottom bed of the stream or wetland. For all culvert construction activities, the dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48 inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will satisfy this condition. A waiver from the depth specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this Regional Condition would result in more adverse impacts to the aquatic environment. 3. Additional Regional Conditions Applicable to this Specific Nationwide Permit. a. Natural channel design must be applied to the maximum extent practicable for stream relocations. The N.C. Wildlife Resources Commission and the N.C. Division of Water Quality provides Guidelines that are available to assist in the planning and design. b. Bank-full flows (or less) shall be accommodated through maintenance of the Approach Fill Roadway Culvert burned Bankfi-'ll • be]ow streambed to appropriate Bat31e/ Stream depth Blockage Bottom existing bank-full channel cross sectional area. Additional culverts at such crossings shall be allowed only to receive flows exceeding bank-full. 21 «. c. Flows exceeding bank-full shall be accommodated by installing culverts at the floodplain elevation where adjacent floodplain is available. d. NWP 14 cannot be used for private projects located in tidal waters or tidal wetlands. e. The activities associated with NWP 14require apre-construction notification if they will result in the loss of greater than 150 total linear feet of perennial streambed or intermittent stream that exhibits important aquatic function(s). Approach Fill .~_ Roadway I Floodplain Elevation NORTH CAROLINA DIVISION OF WATER QUALITY GENERAL CERTIFICATION CONDITIONS For the most recent General Certification conditions, call the NC Division of Water Quality, Wetlands/401 Certification Unit at (919) 733- 1786 or access the following website: http://h2o.enr.state.nc.us/ncwetlands/certs.html NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATE CONSISTENCY Consistent. Citations: 2002 Nationwide Permits -Federal Register Notice 15 Jan 2002 2002 Nationwide Permits Corrections -Federal Register Notice 13 Feb 2002 2002 Regional Conditions -Authorized 17 May 2002 22 I. SEWRE PRDECi PFAYIS 2 CamUCi PAE-CDNSTRI1C110N NNET7iEt1[£ a NurAU GRAMU o~XTRa wrRAXr>: 4. XSTAIL SLT FwaNc 5. NSTAIL STORYMAIFR FEIw1NN PamS TO ACi AS SEOWENT BASNS 6. FNE G1UDf 4 STAf117f ROAD 4 (NA4IAGE AREA$ T. NSTAII SIZE Y-RDAfliN1$ B. ~ rND Yaw Au asnrerD AIQASJESTAfpISH PEmwar ~G>; 9. RESEED AS NECESSARY TO ESTARLISFI W:CETAINN rxE ANaE FOR a9Dm StaPES AxD Flu vwL a XD raFAtER Fll1 YATFRIAL NEEDED 10 COWIEIE nWl ~ NRAf ~ ~ ~ ~iAMED tt AccEaTNE cmTa PRQ[CT NOi GENERATED FROM ON SIZE a9bt AOFAUArt ERG;lotl CAL a~ ~ ~~ N ~ ~' SLR ~ F>NOSm ~' WrtHN 21 ~~ DAYS ADING AC11N1RS SHAl1 BE OBTAINED ER OF CUINIEIgX <K ANr PHASE OF CAADNU gE PLWIED OR PROPERLY PERIIITIED BORROW PIT fACILItt , On1RX5E FRDAa- NRI IfLPp9Rl' OR PEPoMENf CROam aYeLS, aR snllctTNrs sIPTtLtEIIr ro RESTPoIN ETmSIDN. ~~ AXD YANTAW A NCDROUS, OEXSE VEf£fATl1f ~ ~ I I I I a ANr SwN1Enr TRAG®wm TT£ AD~cENr Puauc $ ~ I _ _ _ _ I I I I AOAD 91ALL Cf AfY01ED w h DIRTY RASE 4. sED41oIT 91NE [E REYOAm EAaI ISlllm Srr FENflIG ° ~ ~~ A' A,rrA I I I I I 4 aCCK DAYS wXN 1NE EEDNFNi ACg1YUU1ES TD I I A orvlx a sz NOES. ~ ~ ] I FA~91WG r s~ I ~ m.A "-'~I ~ a TIE sTOPNNATEIt RETEXnw Pam sHAU E4 aEANm aF ~ loka WM I I ~AptMAATFD sw44EIr aroX TTE COYPLEnOM aF )i I; ~ - - 7- - - -I I I I J DD a~ N7N sonar ~t JToOd ~ teoe ~ I i I I I I I ~ ~_ ~I~~~ 4lwwiwgr ~~ I I I 1 I I I I ~ - - - - - -AAI- - _ - ---- _ - --- -~- - --- A -, NOYRF ~ - - _ - ~ - - I, ~.~ -_,~ -_----~ _ - - - _ ., w _ _ w w w w w w w w w w w - - _~ - -~- ~- -`;~ w - - _- ~- A,. -__`~%~ .www ;w;wjww ~ G~~w~wwwwwww~wwwwwwwww ~~ ~ ~~ I ~j tRooa ~~ea I I ~f ~-3 ~ w w w w w l +I w w w~ ~~ w ~ y w w w w w ,. w w w w ~ goo 8 ~e ~o ~e ~ No ~"•~ ~ ~ ~3 ID' ~' ~ ~ w w ~ ~~ fie: I ~-~~ ata I ~~~ I ~$a ~F € ~a,~ ~~~ I ~x~ I ~ I I~ ~~m ~4 -~~_~ w w w~~ w w . ~ `~~,, . w w w w w w ~~~ ~~ ~~~ ~ I ~~~ I ~~ ~~° ~~ o~~ I ~R~ I ~ I °>~r~ ~o~ I r, ELFASE FOR PT REVIEW I 401 WO CO ~ Revisions ~ _':; w w; lwi w ~ w w~ ~w wwwwww~wwwwwwww ~d~ ~ ~~ d I ~ I o ~~~ a `~ I e~ 141 I I I fR- r;W Isr ~ ~w~w~ ~Iw~ www°ww w~ ~~wwwwwwwwwww m w ~ E~ ~'° I I ~ ~~ I I I I I L- y ww ,~: ~~li ~ wwww 1~~6www°ww.wwww ~~ww wwwwww wwmAUlWwiuHas wow M ~~r~~~~~~~~~~~~~~~~~~~~ I~~~~~~~ 11~~t7~~ fa>~~u~~ 76~ li` I www ww~rl~w ~taczrrrusEw wwwww www www www wwwww w N61w ~T-JLJL-JLJ l/ // // /~~~~L-JL_~~ ~l • r~' Rn>a RPAaw N~FrR . L J L J L J `_-~~J w ww"" r w r w r w w w ter w w w `v v W w w w w w w w w w w w w w. wl,~ w w _ - 'JD' ZNEwi rEUSE r`v w w w w w w w ~~~ 1 ~'"- - •~~ v va~'i w w w w w w w w w N `y4G I,l+ ~w w w o w i -1111-1 r 1 ~ '?; ~ ~ ~a+waw w; ~~ 1W w w w w w w w w -p w ~~ I C I a I I I I 1 ~~~ 4~ I I 1 ~ 11 ,I ~ ---- w w w w'A ~ .~. w w w w w w ~N.-~hr~C y ~~- w w w ~ w _~ ~ I~ I ~ I ;~ I C~ ~ ~ I IA I I ~~ 7° I I" I I ,~DY a w w w w w y T1 w1 w w w W w y J~ ~ I_ J ~ I I ~. w w w w w~;d ~ ~JL~I ~~N-~o~ y w y w w w w° w° w Y`r .1e w w W w w w w w ~w W w w w w w w w w ~-- --- ---- ---~ ~;1;~ ~ w w~ w w `A ; w w w w w w w w~ ~~ w w w w w w w w~ w w w w / w - ~'7 ~-®-~ - w w A A` •' w w Wxc ~ _~J L_---J -- ~i2; ~ w w w w w w, w.~ w i ~1 ~ w w W~ W W W y W~ W W W W W W~ y W w W y ,~,~ ~ w w ~~ ~ _ .~ -- a~osm aurruL ro ` A ~ .1 w `~ i w Q ~ ~ ® srazWwATER Poxo A ~ 1`r` x W w w w w W a w ~ w w ~ w w w w w w w w w w w . w w w w w w w w w w w w - w w w w w w w iw ~ ~w ~ w w w w w w w w w w w w w w w w w w w w w w w w ~ w PROPOSED BULDING nA; w w w w w w w w w~ w w l w w w w w w w w w w w w w w~ w w w uEMlELOPE (IYP.). -~ ...~_°~, w w w w w w w wl ~~w w w w w w w w w w ww w w w w w w w w° sw w w w ~. ~~IsA LA .ww.www.w. w w w vyAVw•. w w w w w w w w w w w w w w wPUtGEL~ w w w w w w w~ ~~-- I '~" w w A` Y, .•~.. + w w w w w w w w w w t,N0,11A.E63, dA Y7E5! WMg ~~ ~ w ~ w w w w w .~ r a,N :/ ~,~,.~~`• ~w w w y w w w w ~,~,°PAfw w w w w w w~w~ -~ i- ~ w w w ~ w w wAl ~~,C ~~ '~,~ •„~ w w w ~ w w w w w w w w w w w w~ -- '~ iii ` ~ `VI w~ ~~ ~ w ~ .~. w ~ w w W C ~~~T/ u7` I w w w w w w w w w w ~,' W/y ~v ~~ .r ~~~w was~w w w w w w w %'-~ a L_j CONNON AREA ~ ~ _ J \ N1tD ASF WLR01/ a, 1591 AONS S ~~ ~wwwwwwww.wwww ~ w wwww~ v vv~~~~~~ _ v~~~1~ w w w w www wwwww w w w/~ ~~~'~~Y` ~ NM Aawm 1;s;1 /\ \A, -- in vi. `, ~~ \ EY/IpIC AAA AIiI.I URS 119` 1 ~ - wwwww w w w www uwwww ~ m wrw~~y. ~ `.+vw+~~+~wwwwwwwwrwawwwy wwwwww ~~~ I Iww w w wwwwwwwwwwwwwwwwwwwwww ww~ ~+w ~`'wbv~\wwwwwwwww w w w w w~wV~~ / ~~1~1 E9AMifD ~` ~ ~w w w w w w w w w w w w w~ ww~ w w w w ~v~`v~~ w w w ww~,Ww www w w~ ~ Lz 1~ J OAMEIIILOTMr ~w ~. w w w w wwW ww wwww wwwwwowwwwwwwwwwwwwww w `\w\\ "' 20'2aIE 2YEllsEw w ~ ~w w w w w w \\ 121A ~~ {. w. w w w w o w w w w w w w w w w w w wwV~ •~~~~Rww w w wwwwwww wwwwww A .\ \~~w ~ v vv•. w w w w w w w w ~ w w w w~~~ ~~~.. v a _ Ip~ Iw ~ w www w w w w wwwwwwwwwwwwwwwwwwwww w,w'wXElw w\.\ \ w w w w w w w w w w~ w W w ~ ~~ ~ ~~ ~~A I v W w ~v w w w w .r a w w w r w Y w a W w w ~R)PAN~X ~ w w` `y \\ r'\ w r w y a W u w w .r w w w w w w W w w w w w w N \ I r w w w w w w r w w' r Aga~[IIMOS EagM' w w w r w w w w w w \\\\+\ r/... A~,-~_•~~:'\:~ w W W .r W ~'/1l~ ~' Y~/a/~ ~~ r / w OUILVFttI tll A)1..6 J ~ ~' ~~~ r24, ~ I~ w w w w w w w w w w r-`__W____ ~~w w w w w w y w w w W w w w w w w w w w w w w w w w w w w W w w w LL w \\\\\`~'i 11./w 2v r¢~ \ \\~w W I ~~/~i I s 1 / Z0~ 2 NETISE a° ,, I~~R-10 ~w wwW www r/~ w w w w w w w aww wwwwwwW www ww wmw~w\~ Wl lad Ew~w \W\\w-~~ www w I A ~if~ ~4.. '~" I'r ~ w w ~~ .,,d w w w w w w . w w m w W w w w w . '/~j YwY~ I; w w `\~~ w w w W w ~~; l' I! ~. \w ~' W ~ w w w w. w w w w w w w w w W y 1 r oA 30'talEt Ntt6E \~'~m w w 'y F.,I~. ;'~~, \~ ., ~, , . I/ ff~ ~ ~~ w w w w w w w w w w w w w w w w w w w w w w w w w A~RIdA FIBARIW~UFFFA- ~ w w w I-a175~T. IgT; ~~ / ~ ,`D~1lil``'t"2; w w w . w w w w w w w w w w~ w w w w w w w w w w w w w \s~~ w w~ i~ ~I I `l\N~\ \ 1 I~r 1t9~ ~~~~\ w ~. w w w w w ~. ww. www w w w ww w w w w w W w ~`~~ w w ~~'~ ~i ~~.~,~ ~ 1'ei 1 1 w w w w w . W w w w a w w `\\a'~w LLI I w~ Iw + r 11~ 1 1 1 1 w w . w a w w w w w w W w w w w w w w . W w w w w w w ~\ \\ ` w i I °I W I ~. ,~, I •s, \ \` w w w w w w w w w w w w w w w w ~\ W o w- w, l j l ~ , 75` 1 ` . w w w w w w w w w w w w w i w W w w . w w w w ~ \ ~ J I w w l 1 r~\ ~ 1 ,a76~ , \ •w I 1 I~r 13r `~ 1 1 `rA8' p1~q p~`p`y 1 11 w w w ~ w w w w W w W w \ \\.r~ I ~ w I Q~ 11 I I Zi / 1 l` ` ~ 1 l iNNW t0~ ' ~K A1'6 NaC SIIpID1E a w w w W w w w w w. y W w w w w w w '' Z~ I w o i s mYttA11+YU iO~IPn-la 1 ~ B u ~-\ U ~ I ~ . ~L""D ~~ ~ ~ ~~ ~ ~~ ~ ~ w ~ . w , w w w w w w ~~T r~ w r ~ ~~~ e~arut I ~ ~ ~ ~ w w w w w ~w i t 1 ~ r ~ 1 1 N~Sg w w IW i J '~ ~; ~Y~B ~ w ~ .. ~ r 4 w R A >' IOD 0 SO 100 p0 ° /+ A OVERAl1 SIZE NEW ~ dwN srxE (1'•1001 a w Cl Cl SCALE 1"=100' 4 ~«D olluat9~ A ~ IJ< TrdmlD 7Y MAm N A8i•A01 ®- AOiUL DAIWNOR IOIAL 9E /{/: AIA,III Y, iAII IAlES 70DL 91tl01W ARk Ixzm s, nW ACNS IIAIAOIG roD.~RU) AINAWS AY7Y¢ W P~ l1A Y WVA IAA L014 ASTA a, 9JI Ad1. SL/A a OFEIaW AEA WVl 9!A elA9 4, Ae AHS 5101Aa rcELaW AAA WVL AAA RUU-0f-wiS 111,Y1 a, 117 AtlE[ UA 6 AM 91F AAA axcAla mAV a,~,/~p~~~~~"' 91[DNY R-q ~~~ --"-- ®N910~~ u zm, rA¢ a7A DN111S 41NR-aIT ff TEN AA! p~, I g 3 I M1LRiN$1 [0.11p1 DtCIXC-PPOtllSS OmtCY marDAl~srrNi u9c mrA9LµDd o]LAIIU11dS ~ mucld an a IfN REAI geAds F1AXT rNm - t5 su rNm xm ADAA(FIR to PI911C sTATTS • 5, Lwlss oNERNSE wauEo sa rIP9 A0.YCfl11 ro P7NUC sEElrs . Is Pws ff9cAtm aAll TAU) AFAR TAIA YHYI(. 15, UNE4 ODENNSE Irll tlP]FS I. Df FAPNIY SaYfS N11N A 29E A ACLADIIG ro AYA XD00 ANAP/NLE RATE YIP 09YMrY PMFL N0. J7lNiNI00 y EFFfC1AE DAE ALY;8]01. 2 ND Cg15RCltlI SNNL ~ NANID d 1K kAOECT 511[ IAxLAwc x9YDUIZ LOTS, WTL A FL000 HAN 0l1fLOPIXNI NRIf IKS BEDI 1S41m BY M aIY CF ICW BE(N BUOYG MI~ECAa6 aP/ATYFMi. lY FiEFRfil t1~61RRiLCW'pIMA[R~>RI^ ^TIE NfRdRR~IR41rAIRfR111BRAAUmRKR ET>Mlt IrEER!•47t {. YC1NN IP{ IE11ND5 AAE PRE4Ni d 1K NNECT SIZE NO SFCIEN AN 7EANA5 ArE ro BC GSNEFD d AXY ~x !Di N A!tl' W/INt Nt D9151Y1Clld SHNL OCLW N11N 1K 9NpG FNAflp45 OENfIFD. s NO1SE r~pnYl 9AtFR HAAS AWATm umA 1N NCAC om oosr d nc PROECi 91C As 9AN1 6. MO SYNI ff 9111 allsoE ff AE 9ND110 Sr1IAg5 S7gW NN AE [ASlld ff ffAR1S, d~A ANTn No[ Ntuws oaT a Pawun wtz ne rcn,uo Im wu a al 9wxc T. Au olul~ AAO uruir Tlwats cYNr nc 9dr-A-ACas Lr tll att a In a[Yi rW nl YANTERYEE AIW IEPAq ff 9tWAff Alo uiutr sTRrcAYEc B EA591G 1RQ5 919AD ff ATAI'LD KdC ALL PINIIC ROADS CNRY b IEET ALa10 fWl SDL 7NFSE IRLES SNAIL ff LOCATED NAW A IaE 50 fEEf PARAtlIl 101iE L911ERIYE ff IIIf PIAIC SAEEI5. 11E IRF[5 ATA/[D SNNL 9: A7IFA5T Z NOET N C.YPkk. A RE OENiffiA SHNL AfIN AI IEASf All lAF$ d lff EN9E rRACf DS AlII PER AOE) q All rRaR t AVR PRffFR1Y TIES NE SASECf ro A 15 U911Y AIA WNUQ FASLEXI. ALL SAE LOi 1116 ARF 9}FC110 A 15 WANA6f AN) U911Y FAS9E111 CFNIEPl11 d DE PROPFRtt dES. ALL U1RIIry q/31ENi5 CNIRY A Po91i-A-ACQ55 f0 ME tltt ff IEIY Dptl1. 111E Ol47R fR 1R NRA/iLMq lAagO/RGRRfat I. ALL EROSIDN AND SEDWENTAIXN CaI1R(IL DENCES SHALL ff CJECKED FDR S1A&Iltt km OPERA1mN FOLLOMVG E1EAY AUNOEF-PRODUCNC RANFAll E14Ni AXD N NO CASE tESS 7HNl ONCE E1fltY YEF1C ANY NEEDED PPPANS YILL BE YNIE I44DIA1FLY TD YANTWX ALL [ENEES N 1K GPDGIWC Cw91XNS N1EXaD. 2 ALL AREAS wIL ~ SEECfD, FE1i1112Eq AXO I~gmm AS IffCESSARY ANO YIACHFD ACING TO SPEGFXAINNS N iflE VEGETATION PUN N DROER TO ~„ L --~/ 1 I) -R V1GNItt YAP N '~ a -; ~ `M»,,.J, , w 5 ~ 1 ,~~ _. ~,~ ~~ \~ ~ MC,R ~ ~ ~~tl )EwL rou ,.p; ~ I s ~n~,:,n~~~~n~lY'~R~xti A7r 1~In,ti~~.l~, 111111111111/1// \ X / `~~~,~~ CAq~ ii~ PRDPOSED sTaDrAATTa 4 ~ ~ Diy •y ~i Poxo olrFAU .~ ,9 ~ EAL ~ = 15738 ~ , ~ • ~ ~'. ~p .NGINE~~' ~~.`~ , ~ "'~ " K~ ~° J ~// f IA 1 `` ~ ' a ~ C i~7~~~1 E~ 0 rn a a U a ~~ ~ N~ `m I NUM c M z ~Z ry WZN W ~ U7 W awV m w v3X zcz~ a~ C.7 >aAo z =~~ IJ~O w ~~~ OXM ~ o~ -~•;ma ~~o~' ~ a~ A F z w a O w z G] Q O W ~ ~ ~' U ~ F F H woo ~ zaz a PAZ ~ d ~ ~ W o z o x f~ Q+' x ~~ 05029 ~ ~ I I i~----- $~ N # EY6IINC /' M1,IER 22 ~/ [MI411G Y SCW[ft I V IGI:E WN ~ i W.11 I I j~l ~~-~ ~~ Ex~crww EANEC r ~ :F: ~ I I m am rDYAAS oMc ,qg ~ ~ P yh - -_ CAL SN61' PONE IQ 1 r ______ _ ^_____ ~ ___ ~ ~rrH ~-- ~ ISA -,S_ _ _S_ __ - -~_ q i ro-GIE ~ d ~ -- ~- - 16FI"rf.YP_ ~. ~ ~ E - 5-~ _ y W~~ `~ IpYWmr.ml W I ~ 4 I ~rm:>8 I I W~ y ~~~ . ~~ ~~~ I ~~= I ~° ~° I ~~ I y W W W W ~~~~ I ~ I ~~>~ I GK ~;~~ ~ ~~~ I = I ~~~ I W I mG6E 6 Wli . I I I I I I I I i I I I I I i I I I I I I I I I I~ I I I I 1pNC A-Iq I I ~I I I I I I I I I I I I I ICI I I I I I I I ,~ I I pl ~ ce rr~eNl ~-1~ I ~ ~R`m~`W%I~` (-- - ___ --__W_-_-._ __ _. ~_ SoWdy Pont A?ood~A4G5R 1 ~ ~ ~ (- ~o ~, N~a A ~ Nlr ~~~ I ~,e I ~~~ I ~~ I ~Yi;~ I I AAU P. rAo - I ~ I I ~ ' I I I I I I I I I I I I DETAL G ® I ~ g~ cti vEar((vnwn IIL (1~ r NL1ES 1-I ~~ - 10 nNai ance REf ~ W_ ^~ ~~. ,To s I I I I I ~~ W W -r...~~ ~ t nc y yl _ I L W y W W W y'~ W I Q ° ~ ©© ~ ! ~ IG 11 11 11 ~ I1 W y W y W I ~ r ~ ~~h' . ~ la~et_ wpu~ i~r ie~t ` W . W m . E m~ M qT°° E04gE `~ ~~ - y ~--- ---- ~ ~ ~~ ~r ~ •n. v{I at ~ '~ a W W ~~ y I ® Q ~ 71 St Ir I Z I C I AM II y W.. W y ~ 0 0 NI ® ~ O ,~ O I O U ~® t, ® 4 I ~r • ~ ~ , • ~ 1 ISf11C ~ y ~ ~ ~ W ~ y ~ ~~~ r~ 17mA.u¢ m Eta6n • "" ° ~ . +~ w ~ PROPOSED OUIFNL 10 +' ~ ,. ~ ~~ ~ y ~ ~ ~ ~~ ® 5NwMtA1FR PAID "' ~+ m ~ y W W W W e.~ ~ W ~ PARCEI A, y W ~ / ~~ ® ~ ~ ~ ~rc W + + m W i 1.5/13116 Y, q.i A06 S ~, W W r y W y I WMOS I iuwrcAnaw~uu ~ ~ lv W z . mius a~ ~. . ~ . ~ ~ . W ~ ~ . ~. ~ r~ W ~. W .~ W ~ ~~~ W ,~ ~ '~ u ~ sou~"e w ..~ -~: y m ae~r~ro ~'W~~ . ~ W j- ~ u 'wl ~~~ =_~~ M. ~ 1amAWy W W W W W COMMON AREA ,~ ~ \ ~ SG SE0.A CLIIgP/Ai t ~R NIAEI.I 4, 1511 rub ! ~y ~ y .~ ~ '~ y W y. W y y W W y y W. W y W W W W/ C ~~iu~on~~aa~ aAwwE~m6 .~"' DcAac Nu LAN INs ~ ~ g.+A ~~ A: }+~ NW\~ u ~" .y ~`• y ` \ WW rW y y ~~. '~ a+'+W W aW ~WLlIN65~W LLW r yy.W r W y W W m~Z1 W a y ~~~ ~~ ~';~ W W W~ W ~~ ~ ~ V , ~ In«s ~ ~ ~'A°1 ~' A l'„ ~' V ~ ~.' 1 A `r ~~ AA,I~ 1 1 ~~ \ I `t~~\ W ~ ~ ~~ R M POND y . ``. ILA , r i\\ ~ y I N l~ ll 1 . W y y ... y~ y W ~ yWW`yWy`~yy'~°y` ``~~,~~~ y;WR y;;~.~ rw ~ y y W - IQ rF . w~~ y ~~ ..--' z ~. I d' . y y W W ~I+~W ~~P ~~R W y y W ~ y~ e r r ~1r W ~ r ILA o w Iro ~ A OVERALL SITE WATER t SEWER PLAN ~ ~ .~ A C4 C4 SCALE I'=1DIT wApAC scvF (r.lmT . , IA 17 Eg511 IB'CSP Sr Pofb OUIFALL 2 j EX6nNC grCH (TD ~. YI fF7YG E Q VQAEypR 1' B 5 G G , -~- a~NEw ~~ ~ LEGEND -ro- IABERCAOUIO EWER Duns INF wnn nmrECNx GE • ,• rrtA mAa c .W. LATER IlE G ~$~ SfIRR IfE ® tl[IX aW I u y fH h1tYWR 0 '-9e G ~a~ $1EAY I1R~W RCP PftlfaRC•D CENCRFfE %PF 7 FR~i55ffl SPOT DEYAlldiS +17 N w1Y A vuc m1 A ~ n6m eaa E . rnAa Fl(IlY eFnEEY SPo7 pFSANNi G --~ N41EE;i Vl ° I. SFE orT11S A ~ B. 9CfT to fpi Ttt1Cµ RDw FcnaNS umP R¢i E 5 r Uo ~ ~ 2 REHCETAR All USNRHD AAFA$ IN ACCgbNN;E ~ eaNaroll G G ralrFtEW aYAar G LATH THE PROECT TECETATNN PlN1, SE DETAE N. SIEET as ~ ~ 9AMR 5 G 3. SO: OEfAE F, SHFFT C11 FDR T1PICw TRENCH YCIRIN. NOTE s~ rDn~ouk alw a sl+~rs FoR SEMIEIt AiD 1p1FR CON51RUCigN PINSBG 11115. WATER/SEWER CONFDCT IEGEND YNem ~ Q AWIE b NNR N 9NR YW ~ Itt SY61 OfMI A(pQ IB 11' gRfA 4PNR61 O AGRE IB SU YW BaO~ E61 YkP MR FMA[f IM. 1P 1pIRr/L YPNA7p AONE Id MhA pl ~1 YVI A61[ b RIY RAYI PIIG~E W. 1r 1QIIU14PAG1RM YWIPN YWYVY 10' NORQONTK SEPAM1gN EETWEEN IUIEA & SEWER WY15. YWETICE Cf OPERITN711. 1. YCDRE PAAECT PERIAIS 2 CDNDIICi PRE-COHSIAUCTIDN CONFF1dNCE z wsrAU tltAVEL aNTRa ENTRAYEE A. NSTALL SLT FFNCNRG 5. NSTALL STORlAMM1ER fETEN1bN POlDS TO ACi AS SEDYENT BASWS 6. ME GRADE t SgBr11E AOw A CAANACE AREAS 7. NSTALL SITE EPkOVflFN1S 8. S® Alb YITLCH ALL DIS1U(bED AAEAS/ESTAEUSH PERMANENT 1EffTAIIOII 9. RES® AS NECESSARY 1D ESTAELISIi IECETAlION PVC WATER MAIN NOT PIPE DEFLECTION NOT TO IXCEED MANUfACTURERrS SPECIFlCATIONS. INSTALL 1 ~ ELBOWS k THRUST BLOCKING AS NEEDED. ORIANRR ~~ y(~'9 !. S 738 : ' ~ %0 • NGINE~Q'~\y~~• ~~i NK•A~p ``~~ ~qu un-+~~`~ ~ ~ / G ~~~, I (1) (TAfiHC SADfWE t YKIE (i)111tlbT f1g1011C IX6RNG B' W~ _ _ _ - ~_ 1. ALL EROSION Alb YgLENTA7NtlI L>7111R(IL DENCES SHALL BE (HECNED Fqt SIAEWItt Alb OPERAININ F0.1pMX0 EIfRY RUNOFT-FRODUCNO RANFALL EYdIT AND N NO CASE IFSS iHAN ONCE E'hRY MEEK ARY NIIDFD REPNRS WLL Bf YADF IYYETRAIEIY TO YANTAN ALL DENCES N TIE OPFRAINC CpIp110115 NIEAOEO. 1. All AREAS WAl BE S®ED, FERIWIID, AND AESEmfD AS NECESSARY AND YUIClED ACC(NCRNG i0 SFECIFlCA1glI5 N 1HE 1ffETAIIOX PLAN IN ORDER TO ESTAEI191 ANO YANTAN A NOOROOS, DENY NEGETADIE C01EA. J. ANY SEDNFIIT IAACNED ONTO TIE ADJACENT FUFl1C AOAD SHNL BE f fY01ED OH A DAILY BASIS. A. SEDWENT SNAl1 BE Af1101ED FREM ~}Y'b SILT FEICWIC k C1ECR DAYS IIEN TFE SEDWEHT ACLUYUAIES TO A DEP1H Cf 9% NCIES 5. 1HE SIORYWAIER REIFNDON POND SHALL Y CLEANED C# ANY ACCIWUUTEO YDYENi DPON WE COIPIEDQI OF CCNSTRIICDOII. nE M!(JE FOR CARDED SIpPES AND FA! SNWL $ !p GAFAIER THW 1K ANGIE THQ CW Y RETARD Bf AECETAIM1E CUIII OVER AOEgMTE EIi09011 CONIRDL DEHCES OR SIRUCNRES. N AYt E1ENr, SlOP6 IfTT FYPOSEO AWL WTni1 21 CYF7AIW DRS DF cawtETUI aF MN PRASE OF CRADIIC, Y PUNND OR anERWaE PROHEED BIN TEMPOAARr OR PDRYNENT EROIAb COWR DEWCES OR SIRUCTUIE$ SLRFICIFNr TD RESIANN EROSgN. 1 FRL MATERIAL NEEDED TO COMPIETE O4 ^ 1 ~ ~ 1 PROFCT NOT GENERATED FRCII OH SNE ADRVG ACRNIIES SHAll DE ODTAWED FR PROPERLY FERYITIED BORROW PIT FACiOtt off: saEaAE ulEm aurACE FoR TEE ASGlU1gN'111H FYb7 CFUIEN swnARr IASnncT. IXISTING 4" WATER IXISIINC 3' SENER FORCE IWN _~ / ~ rL- - - - ~, _-~ F!OSONG SEWER I (z) 4s EIBON ~` (z) TNN16T a0ac I L___ NEW' 6• PAC WIDER MW 8 ENLARGED NEW I C4 C4 SCALE 1'=40' FJ(ISIYIC 6' WATER YAW REYONE EMRIYIG ~ - -._.._ = SHORTEN IRE TO EDGE Qi P ~ RENSTALL CLFANgIr ,~ ~ I ~_--I SEWER F I-1 ~ CJ 1 I I ~Y ~ ExISrINC sEw~ sTUe I 1 2-i/~' TEE ~z;z-i/rvuuES L-- NEW 2-1/2' FNC SEWER FORCE MNN (1J 6' TEE (3) 6" VALVES (1) THRUST BLOCN MLfIY DORE H _ i I I I \ \~ I } ~ ~ ;~ ~ _-L _ I_J C ENLARGED NEW 2 C4 C4 SCALE I'=4D' " n 11'rnNo ~~~ N~ v I ~U~ z ~Z~ N W Z N W _~U1 W aWv m W v3x z ~z~ rr~~ o ~ v >acp z =~~ WHO w~~~ ~O~ --I '; m N ~ a~ OUON Qi V F+ z z w a o a a ~ w z w QQa ~ a U ~ Qza ~ z °a °z o; CLQ~ d z d ~ ~ a w .aa x z 6 W W O x C4 05029 ~I~ I VIII ~ i ,, ^ A W>=TLANDS IEIPACT AREA -ENLARGED VIEW WC WC SCALE 1'=20' ~41~,L III ~XISTO~REM I LIMITS OF DISTURBANCE-r ~ ~~ 10.9f ACRES ~ ~ 1 ~~ ~ PROPOSED IMPACTED WETLAND ~; AREA 7,985 SF/0.1 AC ~ / \ NEW 100LF 18" RCP & (2) FES ~ ~ i ~ ~~ E SILT FENCE C5 C10 ~~~ •` ', i i w ~ EXISTING DITCH 0 REMAIN I ~ I'I i ~II WATER/SEWER CONFLICT LEGEND NUMBER NOTE ROUTE NEW WATER OR SEWER IWN BELOW NEW STORM DRNN, PROVIDE I~IN. 24' VERIIGIL SEPARATION ,NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS. ~, i ~ ~ - ~ ~ / '~ 1 /,- - ~ / _ _ _- _ - -- / / \\ / ~ \ ~ / ~~ ~ ~' / ' / ~~ ~ ~ ~ ~ ,! i ~~ ~~ ~~ ~ i _ ~ ~ ~ - ~ - - ~ ~~ ~~~ ~' ~ ~ ~~ NEW 2-1 2",PVC ~~ ~ -~ _ SEWER F~RCE ~~IAIN ~~ , oar Revisions D 0 0 Olo- 131 NEW "PVC WATE~ MAIN ~! L~ ~~ 1. ,'yt j0/.~1,7- ~ ~~~ \~Vp1{I1111I/~~~~~ ~~ ~N CAq i~ •.0 ~i ' 'Q .y9 E ~. . .. 15738 ' •: . ~ / ' WATERCRESS DRIVE ''~~~ti umu~ ~~~ ~ (50~ PUBLIC R/W - 31 B/B) ~ ~ 20 0 10 20 40 GRAPHIC SCALE (1"=20') ~n a ~N o ~~~ N~ N ~ SUM z ~Z~ ~WZN ~~ w amp w v3x zcz~ o~ z~~o Woo W D~~ ox~ o~ ~"~ '_ QJ N o"°~ ~ a~ V w z ~ w a ra w w ~ c~ ~ z h~a Z z°a~ W ~Fx I Qz~ zaz z ~ .. aza tin ~~~ ~ w ~ U x z ~ a A ~ z rx w `vt'~„ 05029