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HomeMy WebLinkAbout20041488 Ver 9_More Info Received_20220311 (4)Strickland, Bev From: Deborah Shirley <dshirley@sandec.com> Sent: Friday, March 11, 2022 2:28 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: 2019.09.23 Approved Winston Pointe Master Plan.pdf; Winston Pointe OVERALL MAP with impacts listed.pdf; 2006.10.19 WP Phase 1 DWR buffer determination.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. i 1995: 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 - �-0 R!GHT WAY 8' 20' PAVEMENT 6' 6' CL 10 R 1 /2 1 1 /2" S9.5A PER Fr. UPERPAVE ASPHALT PER FS' I" PER FT 1 CUT FILL RESIDENTIAL STREETS TYPICAL CROSS SECTION NTS NOW OR FORMERLY I GORRELL a D.B. 758 PG. 491 N 88' 12'0 •'•..........:............ ------------ NOW OR FORMERLY FRANKLIN T. WILLIAMS D.B. 821 PG. 45 6 76 TOTAL SITE = 843.16 AC. RCA = 156.11 AC. NET AREA = 687.05 AC. OPEN SPACE REQUIRED = 687.05 (0.125) = 85.88 AC. A(-TII/E- RE-C REQUIREn - 85.88 (0.25) = 21.47 AC. �i iI 'ART ;KKFNT AS OF MARCH 17. 2015 \s? !y NOW OR FORMERLY \\ FAYE W. JOHNSON D.B. 885 PG. 655 - 2 NOW OR FORMERLY N� ! ! COATS COG INS PHASE AREA OF PHASE # OF UNITS OPEN SPACE RCA RECREATIONAL ACTIVE AREA STATUS OF PHASE PHASE 1 19.40 AC. 0 13.97 AC. 0 8.97 AC. BUILT/RECORDED PHASE 1A 116.83 AC. 177 7.61 AC. 17.62 AC. p BUILT/PORTION RECORDED PHASE 2 69.94 AC. 118 8.21 AC. 18.73 AC. 0 BUILT/PORTION RECORDED PHASE 3 5.86 AC. 0 0 0 86 AC. ****UNDER CONSTRUCTION PHASE 4A 38.4 AC. 4 3.07 C. 15 AC. p PHASE 413 2 1 A Uak, 6 AC 7. AC. S PHASE 5 ** 39.79 AC. 52 4.50 AC. 12.37 AC. p ** PHASE 5A 7.01 AC. 25 0.53 AC. 1.20 AC. p PHASE 6 21.74 AC. 0 0 0 p PHASE 7 21.14 AC. 0 0 0 5.1 AC. PHASE 88 3H 6 E ' 2�0.FF A(' I 43 nG A�,. - *150 0 2.38 AC. p ** --- - - - - 123 1.18 AC. 1.69 4L p �OHASE 10 PHASE 3A1 73.24 AC. 79 22.68 AC. 19 9.36 AC. 22.68 AC. 16.70 AC. 3.15 AC. 0 7.88 AC. PRELIMINARY PHASE 3A21 56.68 AC. 55 12.36 AC. 15.28 AC. 2.51 AC. P ELIMINARY PHASE 3A3 PHASE �B�45.22 1 R H-;. 35 A.:. 1.52 AC. i 1 85 AC. 0 PREL I".", NARY -- - 0.96 AC. I i.76 A, 2.40 AC. PHASE 3C 53.55 AC. 94 2.52 AC. 4.76 AC. p PHASE 3D 61.92 AC. 103<53 PATIO 50 LOTS 4.93 AC. 15.54 AC. 3.45 AC. PHASE 3E 56.52 AC. 94 5.25 AC. 7.63 AC. p PHASE 3F 25.12 AC. 43 0.77 AC. 2.72 AC. p PHASE 3G 11.66 AC. 0 0 0 STORMWATER POND AREA SUBTRACTED '10.0 AC. + 10.0 AC. 17 843.16 AC. 1, � i „ - AC. _ 1156.11 AC. 28.54 AC. NOW OR FORMERLY SAM AVERY - .0 lr,v #3, PG. 383 u. m 552 PG. 616 , W C,R FORMERL Y 19,40AC. D.B. 1263 PG. 685 OPEN SPACE CONC MON 13.97 AC. /r. a AQ, 0 N.C. GRID COORDINATES egg I Y = 692,439.0970 /9 is X = 2,146,188-4976 (NAD 27) 4 C' G� L7 t� r r11A 3 r- 1 V ` /I ' VALLEY DRIVE NOW OR FORMERLY 115.56 AC. 73 240TS AC. OPEN SPACE / 0 - R7W SUN VALLEY OPEN SPACE �Q� c; 25.23 (') SECTION 2 >, • L / P.B. 27 PG. 377 123 LOTS NOW OR FORMERLY WHITE OAK PLANTATION SECTION 2 Q3 P.B. 27 PG. 439 \ ,: �SEMENTIo'� DRAn K� LINE LITILITY & O PO N439` �.R 3 (g CENTER30 27 (9J) (90) (94)�� 1267' (87) =) * 39 80'2g 2,9 ...... 71272 FALGAP- C. T / C `TU �n ........... •::::: 0 UNB-2 Zoning r TOWNHOMES It -.- - � // // Ifs' • , •. , ITS u�l IN 0 •■uVA ■■o■RrI.■nw■nR••n■�wrw�.rv00000■■u o •■■■■■■earsa�■e�La■aas��alu■■■u■■■■■■oo • ��=ter:................ •r ,� .............. .vo■aua:�ar.:�alrrr.��r��l�Tr■� ��� •� ����, / • � � . ,I• ■I♦ ♦ ; •eY`rii. ��un�iiiiiiiiiiiiiiiiiiii�w• • � . • •mommmummmor • •MUM 'S 6 03; ss 94 LO` 56.52 AC. N.C.G.S. CLAYTON" Y = 689,524.494 X = 2,152,060. 147 (NAP 27) NOW OR FORMERLY WILLIAM W. SMITH D.B. 1071 PG. 607 TYPICA:"... NEIC-H*2(R - 7-)00 PARK ELEMENTS (AT LEAST 3 OF THE FOLLOWING WILL BE PROVIDED AT EACH PARK) 1) BENCHES 2) HORSE SHOES 3) SWINGS 4) PLAT GROUND EQUIPMENT 5) COVERED PICNIC AREA 6) CONCRETE PAD FOUR SQUARE HOPSCOTCH BASKETBALL 7) SAND VOLLEYBALL 8) OFF LEASH DOG AREA LOT SETBACKS (REGULAR) 25' FRONT AND REAR 5' SIDE 15' CORNER SIDE LOT SETBACKS (PATI01 15' FRONT AND REAR 5' SIDE 15' CORNER SIDE 1,244 I ORIGINAL APPROVED * 150 TOWNHOME UNITS IN PHASE 8 WERE NOT REGULATED BY THE ORIGINAL UNIT ENTITLEMENT 0 c:: ** 5.96 AC. TO BE BUILT WITH PHASE 5, THIS LAND IS ADJACENT TO PHASE 5, BUT LOCATED WITHIN THE BOUNDARIES OF PHASE 1 NOW OR FORMERLY (L a ** 1.11 AC. TO BE BUILT WITH PHASE 5A, THIS LAND IS ADJACENT TO PHASE 5A, BUT LOCATED WITHIN THE BOUNDARIES OF PHASE 1 LARRY G. GARDNER 24 LOTS 3 0 '- ** 1.90 AC. TO BE BUILT WITH PHASE 9, THIS LAND IS ADJACENT TO PHASE 9, BUT LOCATED WITHIN THE BOUNDARIES OF PHASE 1 D.B. 803 PG. 47 �yy y� 38.40 AC. **** 3.03 AC. UNDER CONSTRUCTION, REMAINDER FOR FUTURE EXPANSION, REMAINDER WILL BE DONE WITH PHASE 10 IF NOT SOONER v� i•(u OPEN SPACE 53 PATIO LOTS (s) NOW OR FORMERLY an °ova TOWN OF �, Co .AYTON I6 50 LOTS W' COXWOOD REFERENCE LINE 61.92 AC. - SECTION �" PLANNING DEPARTMENT NOW OR FORMERLY CENTER OF WHITE OAK CREEK yy ORTON ACRES IS PROPERTY LINE OPEN SPACE (15) 2 A P.B. 28 PG. 201 P.B. 15 PG. 47 / 5 Jy 13 LO S I ((4e) WINSTON ROAD S.R. 1550 J 20.61 AC. OPEN SPACE cncmn• poi �y'.: T OPEN SPACE AREA RCA -RESOURCE CONSERVATION AREA ................... iiiiiiiiiiiiiiiiiii • • • � / • • / • � ------------------- - 011 ON ••' ago .. .� �� • • NOW OR FORMERLY u�, u■■■■■000■■■ RIGHT-OF-WAY AREA 77.9 AC. ADDITIONAL NOTES - PHASES THAT INCLUDE ACTIVE OPEN SPACES WILL REQUIRE MINOR SITE PLAN APPROVAL FOR THE OPEN SPACE AREA PRIOR TO THE PLATTING OF THE PHASE. - MINOR SUBDIVISION APPROVAL IS REQUIRED PRIOR TO FINAL PLAT APPLICATION. v I P 9 O 3A3 ROAD A PH.3A3 + 35 LOTS 18.38 AC. PEN SPACE ° 3A2 OAD D PH.3A 55 LOTS 56.68 AC. ROAD D PH.3A OPEN SPACE N RO C N 69'30 00 W .00 / Zg NEUSE RIVER RIPARIAN BUFFERS (TYPICAL) %^ NOW OR FORMERLY REFERENCE LINE Cx CENTER OF SPRING BRANCH 4, WILLIAM A. WESTON, JR. IS PROPERTY LINE D.B. 669 PG. 253 NOW OR FORMERLY EDGAR P. JOHNSON D.B. 620 PG. 548 NO. GRAPHIC SCALE 400 0 200 400 800 1600 ( IN FEET ) 1 inch = 400 ft. oP��vf �a w � \ �C OA �'I CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG R D 1 25'5735" 1670.00 756.65 750.19 384.93 S 26'46'47"W 2 8'32'08" 600.00 89.38 89.30 44.77 N 33.00'17'E X 3� �~` 3 5'55'00" 975.00 100.68 7 00.64 50.39 N 40` 17'03"E Q AD B P (3> 4 80'08'59" 25.00 34.97 32.19 21.03 S OX21'44"W 43pEIP • (01YA . • 1\ 43 LOTS 4 o.s7 Q 25.12 AC. S 86'3445 W CONC. MON. - 3.06' SOUTH OF EIP OPEN SPACE (T2) w <„> NOW OR FORMERLY BOUNDARY UNE TABLE Q Q 94 LOTS 53.55AC. OPEN SPACE (w REVISION I DATE \ �4� AMELIA ACRES LINE BEARING DISTANCE 7 N 39'45'35 E 176.52 N (TO) SECTION 2 2 S 53'19'06"E 225.14 �Q 3 S 25'37'72"E 208.34 EIP P.B. 27 PG. 53 4 S 01'30'45"E 195.08 5 S 21'31.37"W 79.51 S 8F263i W 6 S 57'08'56"E 228.05 EXIST. CONC. (is> MON. rCALLED FOR AS CORNER AMELIA ACRES SUBD.� 7 8 N 77.00:41 "E N 71*4952"E 330.36 214.67 (14) /(is) <>> (13) L BUT NOT HONORED AUG. 12, 1985 9 S 18'09'37E 60.00 EXIST CONC. MON. 10 N 71'50'23"E 84.47 (is> 11 S 08'49'33"E 284.34 NOT HONORED PHEASANT RUN 12 S 49'37'007E 44.34 / SUBO., MAY 1987 13 14 N 74'29'50"E N 46*35'1 1 "E 48.98 63.45 1,5 N 38'4229"E 254.56 16 N 46'22'31'W 117.20 (16> 17 N 05'57'31 "W 170.17 18 N 28'30'31 "W 99.59 a 19 N 10'56'31 "W 79.49 / 20 N 40' 1929 "E 65.67 21 N 76'02.29"E 82.74 (y) NOW OR FORMERLY 22 N 14' 11 '29 "E 75.07 PHEASANT RUN 23 N 25'25 24"E 69.27 w\ 24 N 58'2729"E 246.15 "t P.B. 29 PG. 243 25 S 40'09'31 "E 125.27 26 S 56.43.31 "E 53.74 n 27 N 55'2729"E 110.99 N o 28 N 78'1529"E 107.56 (FO) 29 N 60'49.30"E 169.20 30 N 29'36'30"E 109.89 31 N 38' 1 3'32"E 29.25 32 S 85'06'30"W 129.37 COVEY LANE 50' R/W 33 S 00'23'32"W 76.0303 34 S 02'49'48"E 72.02 35 S 81 *57'09 "W 181.00 36 S 81'30'49W 309.66 37 N 82'17'46"W 403.95 38 N 85'40'45"W 266.85 39 N 59'34.44W 319.72 40 N 67' WO "W 296.41 41 N 53'3736"W 260.95 STEWART-PROCTOR ENGINEERING and SURVEYING 319 CHAPANOKE ROAD RALEIGH, NC 27603 TEL. 919 779-1855 FAX 919 779-1661 DATE 1-12-2016 SURVEYED BY SCALE 1 "=400' DRAWN BY: JAT REVISIONS LINE BEARING DISTANCE 42 N 62' 13'56 "W 489.19 43 S 73'07'35 "W 354.38 44 N 20'29'25E 230.23 45 N 25'55'30 "E 240.17 46 N 39'08'03"W 207.56 47 N 29'22'50"E 136.57 48 N 04'40.21 "E 208.04 49 N 23'2423"E 60.00 50 N 01'17'35"E 143.22 51 S 85'23'45"E 106.75 52 N 00'00.00 E 72.28 53 N 39.49'28"E 94,11 54 N 2706'40"E 193.97 55 N 59'45'37 E 55.81 56 S 56'47'10'E 159.28 57 N 49'35.35 "E 142.47 58 N 27.35'40"E 279.45 59 N 10'56'02"E 164.89 60 N 36'5256"W 140.31 61 N 18*0 1'23 "W 139.99 62 N 40'56.01 "E 142.50 63 S 74'35' 16 "W 72.02 64 N 13'27'27"W 226.31 65 N 55*41'16"W 237.67 66 N 10'04.33"W 260.00 67 N 32' 1 7'35W 161.32 68 N 39'20'45 E 256.77 69 N 59'09'22"W 228.65 70 N 40'01'31 "W 174.96 71 N 49' 15'20 "W 91.64 72 N 74'10'40"W 166.72 73 N 48'07'46W 260.61 74 S 372558"W 29.49 75 N 23'2423"E 42.08 76 N 89'33'29 W 221.24 77 S 00'26'31 "W 28.83 78 N 6700.46"W 285.50 79 S 01'00'00"E 193.00 80 S 64'55'00"W 93.00 81 N 19.07.14"W 29.85 82 S 89'59'14"W 380.00 83 N 71'52 29 "E 84.51 MASTER PLAN FOR WINSTON POINTE JOB CLAYTON TOWNSHIP NORTH CAROLINA JOHNSTON COUNTY OWNER DWG. 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J _; ) NOW OR FORMERLY CHARLES THOMAS BARBER D.B. 754 PG. 559 ` ij/• /!// i ,J i J l JI I I . / , �/ /,/ I I , I 1 i 1 l \ , \, \, \\ ` 1 \ \ 1 \ \ -3-- - i \ �''.' .---' -1-. :i' : , . - ` , , II ' \I ', `I \\ \ \ -"\ '1 `I \\ `\ l\ `\ `, - _ \ 11 1 1 `\ \, \\ ` / i J` / ; ' ' ' 1 lIICh - t7V "I's—, _�,/ - % , I. _11 I_ , \ l - ii ' r+. ,�-r'+-;'-Ty- 7 -i /-,7---==--I-_..-�-�'f` �t \\..- \ ,I 1 i ,! -`•- ("'--_.---__. /' `\ i i V i \ 11 1 I,1 \ - - ` '\. -- !, ___ 1 \ STEWART—PROCTOR : "\ `\`\\; \\\ `, I \\ \ ';: \\: \\\\\:\ - \ ; I , , , , `I ; r /, , ` \\` __-- ____ _ , ; __ ! l,I ,. t\ ( " , ' \ , I I I / IJ ___ \`, \ : \ \ \ \ \ I'll / , , `I \\ I I , I_, 319 CHAPANOKE ROAD \, _ , \ ,I \ 1_ ;, 1\`\ l `, `\ `\ - ---_ -_-- --.--- __ , ,\ -----_------------------- - \ (' l '\ \ --- I ', -\'\ `\ 1 1 I ,' I RALEIGH. NC 27603 1 , \I I`\-'` ,\ \-\,\\, I',, I `\ `\ \I•--- \, `, i , 1 --- - -_ -'----- ._ _ ---- -, \ \ \ I \ _.- - "----- -_-. \.\,. \ .-- - -- ; i , , ! I - TEL 919 779-1855 FAX 919 779-1661 I , , , ' , , __ , , \ all;ill I1 \ -- __---_ __-_-_ ____ '', -_ DATE SURVEYED BY . I wI i. II-l. �3_. � - .1 rr't'li' ' SCALE 1"=200' DRAWN BY -.. ...! . ey cif-i r r9'r _, 10. m_. ,m. s�%-Ji: , , e,4 REVISIONS '" SITE DATA - PHASE 6 / — TRACT SIZE 21.51 Ac. — IMPERVIOUS AREA 15.06 Ac. '' r ' — PERCENT IMPERVIOUS 70.0% SITE DATA - PHASE 7 — TRACT SIZE 21.15 Ac. — IMPERVIOUS AREA 14.81 Ac. — PERCENT IMPERVIOUS 70.OX SITE DATA - PHASE 8 — TRACT SIZE 20.71 Ac. — NUMBER OF UNITS 150 — IMPERVIOUS AREA 10.36 Ac. — PERCENT IMPERVIOUS 50.OX 30 SITE DATA - PHASE 9 — TRACT SIZE 45.59 Ac. — NUMBER OF LOTS 135 — AVERAGE LOT SIZE 0.25 Ac. — IMPERVIOUS AREA 22.80 Ac. — PERCENT IMPERVIOUS 50.0% PHASE AND DEVICE LOCATION MAP FOR WINSTON POINTE JOB TOWNSHIP NORTH CAROLINA COUNTY OWNER DWG. NO. ZONED P.I.N. SHEET 1 Algie Stephens 319 Chepanoke Road Raleigh, NC 27603 Subject Property: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources October 19, 2006 Winston Pointe Phase I Alan W. Klimek, P.E. Director Division of Water Quality DWQ EXP# 04-1488v2 Johnston County On -Site Determination for Applicability to the Neuse Riparian Area Protection Rules (15A NCAC 2B .0233)-EXPRESS REVIEW PROGRAM Dear Mr. Stephens: On October 16, 2006, at the request of Mr. Neal Floyd and Gerren Lanier of True Line Soils, Lia Myott and Susan Gale conducted an on -site determination to review one stream feature located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The feature is labeled as "A" on the attached maps initialed by Lia Myott and Susan Gale on October 19, 2006. The Division of Water Quality (DWQ) has determined that the feature labeled as "A" on the attached map is an ephemeral stream and is not subject to the Neuse Buffer Rules. However, the pond that Stream "A" drains into is subject. This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. This determination is final and binding unless you ask for a hearing within 60 days. This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any questions, please contact Lia Myott at 919.733.9502. Sincerely, . Oa4t CeA Alan W. Klimek, AWK/cbk/lem P.E. Attachments: Johnston County Soil Survey Map, USGS Topographic Map cc: Neal Floyd, True Line Soils, 205 W. Main St., Clayton, NC 27520 File Copy Central Files 401 Oversight / Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: hftp://h2o.enr.state.nc.us/ncwetlands ne N wthCarolina Naturally An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper T I UAW(fo AAOS 'ERQ-U-AL ft4li 4 gm_o of r� s 4 ss' � x" . a t °'fir •$ a-" �19 K� �. „t Ni. W� s. " .,t .h '00 g ���'+ •� y. CO r F `^ a' I Ls � � 1 �xYF �yr� �•,� co ec t O C T 1 7 Z006 -` UENR - WATER QUALM WETLANDS AND STORMYVATER BRANCH