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HomeMy WebLinkAbout20041488 Ver 9_More Info Received_20220311 (2)Strickland, Bev From: Deborah Shirley <dshirley@sandec.com> Sent: Friday, March 11, 2022 2:26 PM To: Hopper, Christopher D CIV USARMY CESAW (USA) Cc: Cohn, Colleen M Subject: [External] RE: SAW-2021-02303 (Central Carolina Reality Inc / Winston Road / Clayton NC /Johnston County) - INCOMPLETE - REQUEST FOR ADDITIONAL INFORMATION Attachments: Winson Pointe Impact maps.pdf; 04192000 letter withdrawing NWP and separating parcels.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Additional Attachments for below response. DEBORAH E. SHIRLEY Project Manager -Regulatory Specialist Soil & Environmental Consultants, PA North Quarter Office Park 8412 Falls of Neuse Road, Suite 104 Raleigh, NC 27615 Office (919) 846-5900 Direct (919) 256-4512 Mobile (919) 673-8793 dshirley@sandec.com Visit us at sandec.com This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you. Please consider the environment before printing this email. From: Deborah Shirley Sent: Friday, March 11, 2022 2:22 PM To: Hopper, Christopher D CIV USARMY CESAW (USA) <Christopher.D.Hopper@usace.army.mil> Cc: Cohn, Colleen M <colleen.cohn@ncdenr.gov>; Camden Brunick <cbrunick@sandec.com> Subject: RE: SAW-2021-02303 (Central Carolina Reality Inc / Winston Road / Clayton NC / Johnston County) - INCOMPLETE - REQUEST FOR ADDITIONAL INFORMATION Chris, We have been working diligently on the project history for these parcels of land and believe that we have a good understanding of its permitting and development history. Note that before we submitted the PCN application, we did review the NCDWR files and thought that we had a good understanding of the permitting history. Below I have provided a timeline and referenced Nationwide Permit verifications issued, important documents and exhibits that should assist in your review of this Nationwide Permit request. 1995: 1 AID 1994-04978-Sweetwater-Commercial, Residential and Golf Course -Issued to Solaris Development Corporation This verification authorized NWP 26 to impact 4.94 acres (3.84 ac fill & 1.1 ac excavated of headwaters and Isolated waters), NWP 14 to impact 1.78 acres, NWP 18 to impact 0.1 acre, and NWP 12 to impact 9.33 acre (excavation and site restoration). Per a April 19, 2000 letter from Michael Stewart of Stewart -Proctor, no authorized impacts took place and the tract was subdivided into 2 tracts of land (see attached). Additionally, Google Earth imaging indicates that no disturbance took place before 1999. 2002: SAW-2002-20830-Winston Pointe Gravity Sanitary Sewer -Issued to M.A.L. Properties, LLC This verification authorized NWP 12 to impact 0.569 acres of temporary impacts to jurisdictional waters. To our knowledge, this utility line was constructed. 2013: SAW-2013-01279- Winston Pointe Mixed Development- Issued to Central Carolina Reality This verification authorized NWP 29 to impact 0.036 acres of wetland and 140 LF (280 SF) of stream associated with three road crossings. To our knowledge, two of the three road crossings were constructed (i.e. Impact A and B) totaling 0.023 acres of wetland and 140 LF/280 SF of stream. Impact Area C was not constructed. Other project information that we have concluded is that there was a road impact that we believe was constructed in/around 2002, this crossing is up in the NE corner of the original Phase 1 (see attached aerial Google Earth photos and Overall Map with notes). This presumed impact was to a wetland area per the jurisdictional determination and riparian buffer determinations in that area. There is no permitting record for this crossing, but we believe it would have been under the 0.10 acre NWP thresholds requiring notification in 2002. Early JD maps indicate that this is a wetland area beyond the identified buffered stream. And finally, per the attached Approved Winston Pointe Master Plan, at Phase 3 the linear wetland feature was avoided by curving the road out to the east, see Foxtail Ct near amenity center. In summary, we have provided a map exhibit with notes that identifies areas that have been previously permitted/constructed, please see Winston Pointe OVERALL MAP with impacts listed. I am going to attached as many documents as I can to this email and keep it at 10MB max and then send follow up emails with the additional documents. My ShareFile is not currently working. Please let me know if we need to set a time aside to review together or if you have any questions. Thanks, DEBORAH E. SHIRLEY Project Manager -Regulatory Specialist Soil & Environmental Consultants, PA North Quarter Office Park 8412 Falls of Neuse Road, Suite 104 Raleigh, NC 27615 Office (919) 846-5900 Direct (919) 256-4512 Mobile (919) 673-8793 dshirley@sandec.com Visit us at sandec.com This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you. 2 Please consider the environment before printing this email. From: Hopper, Christopher D CIV USARMY CESAW (USA) <Christopher.D.Hopper@usace.army.mil> Sent: Thursday, January 20, 2022 11:29 AM To: Camden Brunick <cbrunick@sandec.com> Cc: Cohn, Colleen M <colleen.cohn@ncdenr.gov> Subject: RE: SAW-2021-02303 (Central Carolina Reality Inc / Winston Road / Clayton NC / Johnston County) - INCOMPLETE - REQUEST FOR ADDITIONAL INFORMATION Good Morning, Camden: Thank you for the above referenced request to utilize Nationwide Permit 29 to construct Phase 10 of the Winston Pointe subdivision. At this time, the application is incomplete and we will require additional information to begin review. S&EC and/or Stewart Proctor have been involved in permitting this development since the early 1990s. The development was formerly known as 'Sweetwater' and in the early 2000's became known as Winston Pointe. USACE Action ID SAW-1994-04978 (S&EC) authorized the use of Nationwide Permit (NWP) 26 to impact 4.94 acres, NWP 14 to impact 1.78 acres, NWP 18 to impact 0.1 acre, and NWP 12 to impact 9.33 acre. USACE Action ID SAW-2002-20830 (S&EC) authorized the use of NWP 12 to impact .569 acre USACE Action ID SAW-2013-01279 (Stewart Proctor) authorized the use of NWP 29 to impact 0.036 acre and 140 linear feet of stream. I have attached several associated project maps to illustrate project connectivity/overlap. The project status, and what (if any) impacts have occurred are unclear. Please review your files and prepare a complete project history for our consideration as we review this recent request. Regards, Christopher D. Hopper Regulatory Specialist U.S. Army Corps of Engineers Regulatory Division 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 0: (919) 554-4884, Ext. 35 M: (919) 588-9153 We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can be accessed by copying and pasting the following link into your web browser: https://regulatory.ops.usace.army.mil/customer-service-survey/. Thank you for taking the time to visit this site and complete the survey. From: RaleighNCREG <RaleighNCREG@usace.army.mil> Sent: Thursday, December 23, 2021 10:47 AM To: cbrunick@sandec.com Cc: Hopper, Christopher D CIV USARMY CESAW (USA) <Christopher.D.Hopper@usace.army.mil>; Thames, Joyce A CIV USARMY CESAW (USA) <Joyce.A.Thames@usace.army.mil> Subject: SAW-2021-02303 (Central Carolina Reality Inc / Winston Road / Clayton NC / Johnston County) Good Morning, 3 We have received your Pre -Construction Notification (PCN) NWP request for the above project and forwarded it to Mr. Chris Hopper for further processing. Thank you, Josephine Schaffer 4 Action ID: 200220830 U.S. ARMY CORPS OF ENGINEERS Wilmington District County: Johnston GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION Property Authorized owner: M.A.L. Properties, LLC Agent: Soil & Environmental Consultants Winston Pointe Subdivision Jennifer A. Burdette Address: 319 Chapanoke Road, Suite 105 Address: 11010 Raven Ridge Road Raleigh, NC 27603 Raleigh, NC 27614 Telephone: 919 779-8649 Telephone: 919 846-5900 Size and Location of Property (Waterbody, Highway name/number, town, etc.): M.A.L. Properties' proposed Winston Pointe Subdivision sewer outfall project, located off of Winston Road (SR 1550), adjacent to White Oak Creek, near Clayton, in Johnston County, North Carolina. Description of Activity: Proposed sewer outfall project resulting in approximately 0.569 acre of temporary impacts to the jurisdictional waters of White Oak Creek. X Section 404 (Clean Water Act, 33 USC 1344) only. Section 10 (River and Harbor Act of 1899) only. Section 404 and Section 10. X Nationwide Permit Number NWP 12 Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and or appropriate legal action. This Department of the Army Regional General / Nationwide Permit verification does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. If you have any questions regarding the Corps of Engineers regulatory program, please contact John Thomas at telephone number (919) 87#-8441, e4tension 25. Regulatory Project Manager Signature Date April 9, 2002 ° Expiration April 9,'2004 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. CF: U.S.ARMY CORPS OF ENGINEER WILMINGTON DISTRICT FILE COPY Action Id. SAW-2013-01279 County: Johnston U.S.G.S. Quad: NC -GARNER GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Pemuttee: Address: Telephone Number: Size (acres) Nearest Waterway USGS HUC Location description: County, NC. Central Carolina Reality Aleie Stephens 319 Chavanoke Road, Ste 102 Raleigh, NC, 27603 420 Nearest Town Clayton Whiteoak Creek River Basin Upper Neuse. North Carolina. 3020201 Coordinates Latitude:35.646222 Longitude:-78.512895 The property is located on the north side of Winston Rd west of Guy Rd, west of Clayton, Johnston Description of projects area and activity: This permit authorizes impacts to 0.036 acre of wetland and 140 linear feet of stream associated with road crossings for a mixed use development known as Winston Ponte Mixed Development. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Pemut Number: NWP 29 Residential Developments. SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated 06/05/2013. 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 will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. 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 requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. 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 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), 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 Thomas Brown at 919-5544884 x22 or Thomas.L.Brown usace.arm .mil. Corps Regulatory Official: Qr ��_.� Date: 7/17/2013 Expiration Date of Verification: 03/18/2017"-- Y903 DIT SAW-2013-01279 • 0 Determination of Jurisdiction: A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID: SAW - Basis For Determination: Remarks: E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C above). This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1 OM15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by **It is not necessary to submit an RFA f rm to the Division Office if you do not object to the determination in this correspondence." Corps Regulatory Official:` ��1 — Thomas Brown Date of JD: 7/17/2013 Expiration Date of JD: 7/17/2018 SAW-2013-01279 • The Wihnington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our customer Satisfaction Survey online at litt :// er2.nw .usace.arm .mil/suive .html . Copy furnished: Agent: Stewart & Proctor Surveying and Engineering Michael Stewart Address: 319 Chapanoke Rd, Ste 106 Raleigh, NC, 27603 Telephone Number: • Action ID Number: SAW-2013-01279 County: Johnston Permittee: Central Carolina Reality Al2ie Stephens Project Name: Central Carolina Reality / Winston Pointe Date Verification Issued: Project Manager: Thomas Brown Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Thomas Brown Raleigh Regualtory Field Office 3331 Heritage Trade Dr, Suite 105 Wake Forest, NC 27587 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date • NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND k REQUEST FOR APPEAL `Applicant: Central Carolina Reality Al ie Stephens File Number: SAW-2013-01279 Date: Attached is: See Section below F1 INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission A ❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D ZI PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at hM2://www.usace.arrny.mil/inet/functions/cw/ceewo/re-q or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a pen -nit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new infonnation. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Attn: Mr. Jason Steele, Administrative Appeal Review Officer Thomas Brown CESAD-PDO Raleigh Regualtory Field Office U.S. Army Corps of Engineers, South Atlantic Division 3331 Heritage Trade Dr, Suite 105 60 Forsyth Street, Room 10M15 Wake Forest, NC 27587 Atlanta, Georgia 30303-8801 Phone: 404 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opporfttuni to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Thomas Brown, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 SITE DATA - PHASE I — TRACT SIZE 7.85 Ac. — IMPERVIOUS AREA 1.87 Ac. — PERCENT IMPERVIOUS 23.8% LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS. 3:1 9.0' b= 3' TO TA L DENUDED A R_,4 e 14.1 A c. 1 inch =y200 ft. o�„Ic lnnlc , nc nn LIN S, YELLOW MILS DIAGONALS CENTRAL ISLAND EMENT DIAMETER= 1 CIRCULATORY ROADWAY WIDTH= 20' —18" CURB & GUTTER lT 5�' NC DOT )NDABOUT DESIGN ?LY / 10`NS, INC. 523 NOW OR`FORMERLY LOIS C. STEPHENSON D.B. 129�' PG. 227 ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF NCDOT AND JOHNSTON COUNTY. THE CONTRACTOR SHALL OBTAIN A COPY OF THESE STANDARDS PRIOR TO CONSTRUCTION. EROSION CONTROL NOTES: ALL WORK AND MATERIALS SHALL CONFORM TO JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS. NO SEDIMENT LADEN RUNOFF SHALL LEAVE SITE. ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED TOWARDS AN EROSION CONTROL DEVICE PRIOR TO LEAVING SITE. ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO THE START OF GRADING. DUE TO FIELD CONDITIONS, THE LOCATION, PLACEMENT AND QUANTITY OF EROSION CONTROL DEVICES AND DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 30 DAYS OF FINAL GRADING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON —SITE INSPECTION OF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS. THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE, AS THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 50' RIGHT OF WAY 8, 20' PAVEMENT 6' 6' CL 1010' 1Iq" PER FT. 1 1 ER SVE UPERPAVE ASPHALT 1" PER Ft. pER R 8„ ABC 1 MP 2 � CUT FILL WETLAND AREA VAR. 6' 8' 5' PAVEMENT SHOULDER WIDTH WIDTH 1 /4"/FT k2y^Ie OR —2.08% +8% —8.33% —189, OR 1"/FT ?S9, SHOULDER SECTION DRIVEWAY TURNOUT GRADES RESIDENTIAL STREETS TYPICAL CROSS SECTION N TS NOTE: ADDITIONAL R/W MAY BE I 20• REQUIRED TO ACCOMODATE TAPERS, TURN LANES, AND MEDIAN ISLANDS. I I I 50' TAPER 70 I (REQUIRED FOR W 25' i LESS THAN 26') 10' pp 77�� R= 3Q� 30'MIN. ,� R=f25 RSIGH IANGLE RlW � R/W- FESESR= 30' STOP EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING ROAD RTW RTW RECOMMENDED ROAD CONNECTION STOP CONDITION • NOTE: PERMANENT DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMODATE DRAINAGE BEYOND THE RIGHT—OF—WAY. 220 1 � 4650 ZONE 2 RIPARIAN / � `I BUFFER ZONE 1 226' � � ��� RIPARIAN /��\� �\ BUFFER 224' �? ZiSDISTIONA! WETLANDS 222' j` \ \ \ \ �JX1 \ JURISD/ISTIONAL WE ANDS ZONE 2 RIPARIAN ' CHECK DA . BUFFER W/P I T CH CK DAM \ W/P I I - •�� \\ •OD IMPACT AREA "A" . \ S1 — LINEAR FEET OF STREAM WITH IN LOD 144 LF 4 BENDS Si — STREAM IMPACT AREA 280 SF,0.006 Ac. STEWART—PROCTOR LEYEL SPFEAM PLM FOR ENaNEENINC aM 3UR,£HNC SP0) 0 W-1 JURISDICTIONAL WETLAND IMPACT AREA 656 SF,0.015 Ac. , ra owN+D¢ snE+ae WINSTON PO/NTE INTERIOR BUFFER AREA (ZONE 1) 3,701 SF LODR+m rAx no >ra+en doe EdEXTERIORBUFFER AREA (ZONE 2) 2,380 SF DIE MMARC+2013 eMN,E,ED er N/A aAYTCN TOWSHP Nam+ DN20UNA 1'-20' DM BY Jq N3 COUNTY ONNFIC 9m& ZOIED P.U.D. PIK 111 W-=3 \ \ CG MCP \ \ \ CH CK DAM \ W7P I T \ CH CK DAM WP I T ` Ole\ \ CR� � I � 279 _ 280 2 81 282' 57 S I -ONE ON FILTER FABRIC 28` LEVEL FOREBAY SPREADER LIP, I 284' �- I 5 REINFORCED CHANNEL 286 LEVEL 22888,— _READER#1 289' - - 290'- - - MPACT AREA "B" 0 W-2 JURISDICTIONAL WETLAND IMPACT AREA 339 SF, 0.008 Ac. STORM SEWER — PIPE CHART PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE AREA CFS FEET % IN OUT Ac PIPE F 42"RCP 33.7 51.3 52 1.15 280.6 280.0 W/ENDWALL PIPE J 18"RCP 1.2 3.24 52 0.96 289.0 288.5 DISSIPATOR DESIGN SIZE LENGTH WIDTH FT FT 28.0 10.5 9.0 4.5 D50 LINING THICKNESS 13" 24" CLASS 1 6" 18" CLASS B LEVEL DRAINAGE DENUDED C 11STFLUSH Q FACTOR FORBAY LENGTH SPREADER AREA AREA AND 10YR 1 1.5 AC. 0.45 AC. 0.5 7.2 5.40 CFS 13 200 SF 71' 291'-- 2 9 27 2 9 3' LEVEL SB#7 SPREADER PLAN SCALE: 1 "=20' I C\/CI c`nor n rnrrn i in CH CK DAM W PIT 3" LAYER #57 STONE WIDE OF _R FABRIC ZOPRIATELY SIZED CONCRETE FOOTER LEVEL SPREADER PROFILE MEW #1 SCALE: 1 "=2' ANDS SHEET 8 LineNo. Line ID FlowRate Line Size(Rise x Span) LineType LineLength InvertElev.Down Invert Elev.Up LineSlope HGLDown HGLUp MinorLoss HGUunct Dn StrLine No. (crs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) (ft) 1 Pipe K 26.53 30 Cir 60.00 269.00 270.00 1.67 270.80 271.72 n/a 271.72j OutfalI LOD IMPACT AREA "C" 0 W-3 JURISDICTIONAL WETLAND IMPACT AREA 560 SF, 0.013 Ac. LUU STEWART - PROCTOR ENGINEERING & SURVEYING APR. 2 gE�EIVED April 19, 2000 Mr. Todd Tugweil U.S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of the Neuse Road Suite 120 Raleigh, North Carolina 27615 Re: Action ID No. 199404978 (SWEETWATER) Dear Mr. Tugweli, This letter is to notify you of new intentions for part of the former Sweetwater tract. The above referenced action number allowed 16.15 Ac. of impacts on jurisdic- tional wetlands. Since that authorization, the owners and plans for Sweetwater have changed. The tract has been subdivided into 2 tracts with White Oak Creek as -the dividing line. No action has occurred on either tract concerning the above refer- enced action number. The new owner of the west tract, A.B. Perry, intends to fill an upland wetland area not associated with any stream or jurisdictional riparian buffer with native mate- rial to form- a ballfield for a future church site. The total impact would be less than 1 /3 of an acre. It our understanding that this letter will serve as notice to release the property from the above referenced action number. Also, that Mr. Perry can fill up to 1/3 of an Ac. without further notice until June 7, 2000, under the old Nationwide Permit No. 26. Please notify this office if further action on our part is needed. Thank -you for your attention to this matter. Sincerely, �1�4A'� Michael L. Stewart, P.E. STEWART-PROCTOR, PLLC 4628 TRYON ROAD, RALEIGH, NC 27606 PHONE (919)-83, FAX (919) 864 184-3 771- IBS5 779-/66 I 5,OUTTD�,Ry OF PROPERTY SCALE 1-24�000 HILL low )QQQ Awl 7CM FM KIVOKM( Cot47()UR I.NTEPVAL. 10 -ECT F I Gq-TRE 2 TOPOGRX.�.PaIC PKITUI�S OF SUBJECT PROPERITY GARNE-R, N- C r4bA .,Z)2 4 nowmem l,,iwomp--,...iaiaJ OW aM {LtIG71M nr aw r aw aon aa+ELL • 016uarc we - --- vw V�.. FM a immm wt4vta�s n ee-.A-,- or- �r�5 T / a4lW A a®aM, JL STEMPART-PROCTOR ua woam now , -- � sae a MaTeawv aoaw 0. 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