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HomeMy WebLinkAbout20171523 Ver 1_More Info Received_20171213Strickland, Bev From: Brad Luckey <bluckey@pilotenviro.com> Sent: Wednesday, December 13, 2017 10:06 AM To: Williams, Andrew E CIV USARMY CESAW (US) Cc: Homewood, Sue; Van2_Hurley@usharriecharter.org; Steve Hubrich Subject: [External] RE: USACE Action ID SAW -2017-01797 Uwharrie Charter Middle School PCN -Randolph County INCOMPLETE NOTIFICATION Attachments: Uwharrie Exhibit 12-13-17.pdf CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to report.spam@nc.gov. Good Morning Andy, On behalf of the Applicant, Pilot has provided the below responses and attachments as requested. Please let me know if you need additional clarification. Thanks. 1) Traffic control and pedestrian safety are the largest factors why moving the crossing westward and then to the north is not feasible. Traffic enters and exits from US 220 Business and the current design has a stacking que for dual lanes of 1,100 linear feet for peak demand during student drop-off/pick-up. Additionally, the current design does not interfere with staff/visitor parking accessing parking lots by crossing student drop off/pick-up traffic pattern. The current design allows a free flow of movement for vehicles back towards US 220 Business without a crossing pattern. If the crossing was moved westward to avoid wetland impacts and then continue to the north then there would be a need for a stop sign and staff/visitors to cross pedestrian drop-off/pickup traffic. Additionally, the resulting driveway length of a more westward design would not meet the anticipated vehicular stacking requirements during peak pedestrian and student drop-off/pick-up. 2-4) Please find the attached updated impact exhibits that addresses these requests. Sincerely, Bradley S. Luckey, PWS 336.708.4997 (c) 336.310.4527 (o) PO Box 128 Kernersville, NC 27285 www.pilotenviro.com bluckey@pilotenviro.com -----Original Message ----- From: Williams, Andrew E CIV USARMY CESAW (US) [mailto:Andrew.E.Williams2@usace.army.mil] Sent: Wednesday, December 6, 2017 5:11 PM To: Van2_Hurley@usharriecharter.org; Brad Luckey <bluckey@pilotenviro.com> Cc: Sue Homewood (Sue. Homewood@ncdenr.gov) <Sue.Homewood@ncdenr.gov>; Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil> Subject: USACE Action ID SAW -2017-01797 Uwharrie Charter Middle School PCN -Randolph County INCOMPLETE NOTIFICATION Brad The attached PCN for the Uwharrie Charter Middle School (SAW -2017-01797) is incomplete. The Nationwide Permit (NWP) condition 23(a) (Mitigation) states: The activity must be designed to and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States, to the maximum extent practicable at the project site. Additionally, the NWP condition 32(b)(4) (Pre -construction notification) states: The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. In order for use to continue evaluating the proposed project, please provide the following information: 1. A brief explanation of the roadway location and how it relates to avoiding the wetland impact area. Based on a review of the proposed drawings and the preliminary stream/wetland drawings provided for the site visit, it appears the roadway could continue westward further onto the site prior to turning north. This could potentially allow the road to only impact two stream segments and no wetland areas. 2. Please provide a set of drawings/plans of the proposed fill and structures that clearly indicate the jurisdictional features on the site. The current drawing does not clearly show the jurisdictional features. Please consider using color and/or heavier line weights/hatching to distinguish jurisdictional waters from other features. 3. Please provide larger scale plans/drawings (plan view) of each impact area. These plans/drawings should clearly show the proposed fill and/or culvert superimposed over the stream/wetland areas. In many cases, since streams have a meandering pattern, the impact length of the stream is longer than the length of straight culvert being placed within it. Please indicate both the culvert length and length of permanent and temporary impacts on the drawings. 4. Please provide larger scale profile and cross section plans/drawings for each road crossing. These should indicate the pipe(s) diameter, clearly indicate the depth of pipe burial, and show the existing and proposed channel bed. Please show the proposed imbedded rip rap on these drawings for the appropriate crossing. Please provide the requested information within 30 days, or your application will be withdrawn. Feel free to contact me with any questions or concerns. Andrew Williams Regulatory Project Manager US Army Corps of Engineers Wilmington District, Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 919-554-4884 ext. 26 CLASSIFICATION: UNCLASSIFIED INV INV 803 INV 801.13 - INV ]93.30 STREAM - WETLA Opo <_ INV 81B.B2 P\Q,G,n1 INV 811.]5 O�S'0 G WETLANDS ULAH FIRE DEPARTMENT DB 970 PG 464 STREAM RUSSELLS GROVE BAPTIST CHURCH o 0 Co c C 0 Z, V, BRICK WALLS lllllllllllllll\` SEAL DATE: 10-16-2017 PROJECT NO: 2017-0100 SHEET EX1 THE RAINS GROUP 1139 HERMITAGE ROAD, ROCK HILL, SC 29732 Tif C �RI�IS G�OU PROJECT: _J 0 0 2 U Lu p U p z b UJ 0 Do LU Q = _ CQ < U Q Lu Q _ CLIENT' Ui U � Z Cn W z > o U D CV Q:� Z o o J Q U Q S U p � LEU M ORIG.PROJOATE : 10.17-17 SCALE: 1"= 100' DRAWN BY: JDH - __ _ CHECKED BY DKR ------------- X J LJ_I I \\ 0 J ♦♦ ``. LU - THE RAINS GROUP, LLC No P-0717 lllllllllllllll\` SEAL DATE: 10-16-2017 PROJECT NO: 2017-0100 SHEET EX1 STREAM BURIED P -SD -LINE 13 V 789.71 16.00 (CBNS -(FES 70)) I BED RIP -RAP THE RAINS GROUP 1139 HERMITAGE ROAD, ROCK HILL, SC 29732 d TII�py 1r�I.}1 G�flU PROJECT: J 0 0 U rn W J Q U Q Z :5 0 LL 0 Cc W Q = U Q LU Q CLIENT. ui U ZD Z U) W Z ti U N � o Z O Q = = U ry U E � W m = CV cls ItT CHECKEDBV: DKI Z Q J LU � 3: U Q Q 75 Lu U) \\\ouwnn/i o. THE RAINS GROUP, LLC' ND. P-0717 , i SEAL DATE: 10-16-2017 PROJECT NO: 2017-0100 SHEET EX2 0 a STREAM WETLANDS —FD (FES 61) PUMP AROUND OPERATION DURING PIPE CONSTRUCTION SD -(FES 55) \ i \•. WETLANDS 1\\ \ I ` _.. _..�..�••—.._.._..1 \ �. WETLANDS STREAM J \ \ PERMANENTIMPACT 1600 SF WETLAND IMPACT FROM FILL 1"=30' PERMANENT IMPACT 47 LF IMPACT FROM CULVERT/FILL TEMPORARY IMPACT 10 LF FROM PUMP AROUND OPERATION STREAM .......... ` t _ 1 I 1 1 1 1 1 INV. IN 788.25 (C'. 800 SD (CB 56) GRATE ELEV:794.00 VINV. OUT 787.55 IN. IN 789.00 (CBMSD (C. 0)) INV. IN 787.65(CWD(CB 60)) 7 792 788 14 LF OF 36"Reinforced Concrete Q 3.66%- 784 22LF OF 36" 780 776 804 800 SD -(FES 61) 666 GRATE ELEV* 8.5793.89 INV. 780 �TREAM BED 7 788 -11LF OF 36" RCP p 2.27% 784 780 P -SD -LINE 9 1"=30' THE RAINS GROUP 1139 HERMITAGE ROAD, ROCK HILL, SC 29732 d TII�py 1r�I.}1 G�flU PROJECT: J O O U U LL J 0U CD z :5 O oo� 11� Lu O Cc LL Q = 2 cf) U Q W_ Q CLIENT. W U Z Z U) u.l UCC\I 0!� O Z O Q S = U ::D U p p LU m G M CHECKEDBV: DKI ` `\yUuuUi2�Gi THE RAINS GROUP, LLC' No. P-0717 , i SEAL DATE: 12-13-2017 PROJECT NO: 2017-0100 SHEET EX3 1/2 DIAMETER OF PIPE OR 12" COARSEAGGREGATE 6" EARTH FILL COVERED BY WHICHEVER IS GREATER DEEP LARGE ANGULAR ROCK — =III=III—I T I-1 T 1—i �'- �I�— �I IIIIIIIII 111,,,111—�� ""SIF.-Jill ll�l�il„ _ III III—III m III_r FILTER FABRIC .� IIIIIIIII- CAP ACITYOFPIPECULVERTS� III -„i III -III - I„1 3 TOGETHER FULL FLOW — I / I Of I �EARTHFILLCOVEREDRY ELEVATION I/ j1 1♦ V LARGE ANGULAR ROCK 08 BANK HEIGHT IYI I 0 8g , COARSE.. p°O �op� �0 °°Oo °o°poo °Oo0°p0 °�OIW,°o°oo°YO0 y 00000 00000 0 °Oo 000 DIVERSION ° g 0,4µ1y1 p00 O°0oop° C. o� a 0000 I1 I S / / I+I °i� All o0 Oo�ooO °a 0° ° 000 00000 0 0 0 0 0' O °O O °p°o 0 0 0 ° 0 00 0 o° 0 o° °° O o°O op Opo°o�OoQp moo° °.SIL „SURFACE FLOW DNERSION o�� 0pO ° °o°o 000 0 °000°0 o°o ° STANDARD TEMPORARY STREAM CROSSING OPTION 7 ; 1_ , FIT �25'MMIMUM TOP OF BANK TOP OF BANK PLAN VIEW STANDARD TEMPORARY STREAM CROSSING XEET 1 oT - 5' MAXGIIM BANK HEIGHT IYI I uh � VIV'll� I y SURFACE PLOW y DIVERSION ° g 0,4µ1y1 I1 I S / / I+I °i� All STONE APPROACH SECTION 5:1 1611 �l 0 MAXIMUM SLOPE ON ROAD i�STONE OVER FILTER CLOTH SURFACE FLOW DIVERSION ORIGINAL STREAMII „SURFACE FLOW DNERSION STREAM CHANNEL �✓ , STONE FILTER CLOTH STANDARD TEMPORARY STREAM CROSSING OPTION 7 ; 1_ , FIT Re��yo II Rrx. EaA p� :.E....�. ',ANCHORBRIDGEMATTO < T°J ux Rorx TREE, OR OTHER uvs PERMANENT OBJECT WIT REM ­ E ° SUFFICIENT STRENGTH, °REAren Mi MMx TEx Eo°r 1 USING STEEL CHAIN OR SRIRAE wlmx. 1 CABLE. J 1 NK �� i 1A�yr aPx.xR R .Y6A o o nas gJ�P9� xreA ERs rxEar.E.M.rrxE°oM.r°.MEEE°oEo. PERSPECTIVE VIEW M.�'H �o ow::.:.:ro MI. EMM 1/4 SUPPORTED 1/4 SUPPORTED SURFACE FLOW SURFACE FLOW DIVERSION BRIDGEMAT DIVERSION ``ORIGINAL STREAMBANK STREAM SIDE VIEW STANDARD TEMPORARY STREAM CROSSING OPTION -EET 1 pE 3 Work ASR Diversion Pipe Energy Dissipation sm ImperviousDik- Note: Ensure To Anchor All Pumps and Pipes Securely Source: NCDOT BMP's for Construction and Maintenance Activities (August 2003) Diversion Pipe Pipe Diversion Piped Diversion Detail Detail June 1-1, Luso Drawing Not Scaled THE RAINS GROUP 1139 HERMITAGE ROAD, ROCK RILL, SC 29732 Ti«�RI�IS G�OU PROJECT: O O U W � U p z b Uj W0 ~ W Q CQ _ Q U LU IY Q 2 CLIENT' W U � Z Cn UJ Z / U p N H Q:� O Z C J Q U Q = = U U p � WC m G r = N M ORIG.PROJ.DATE : 10.1]-17 SCALE: 1"= 100' DRAWN BY: JDH CHECKED BY: DKR m J x J W Q � w CD > z O J P - w - THE RAINS '_ GROUP, LLC 'A\\ "Ok ulll/TI7]'' =R o"4'4;...BB...o 4$ 44 _.mo__��lL%dP�c ' SEAL DATE: 10-16-201 7 PROJECT NO: 2017-0100 SHEET EX4