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HomeMy WebLinkAbout20130223 Ver 1_U-2524D Turbid Discharge_20180125Carpenter,Kristi From: Harper, Aaron A Sent: Thursday, January 25, 2018 3:25 PM To: david.e.bailey2@usace.army.mil; Norton, April R; Parker, Jerry A; Thomson, Nicole J; Ingram, Jonathan P; Hayes, Meredith D; Moon, Chris D; mpettus@rkk.com Cc: Eason, Patty P Subject: U-2524D Turbid Discharge AI I, This email is to serve as notification of turbid discharge on NCDOT Project U-2524D, The Greensboro Loop between Battleground Ave and Lawndale Dr. During my monthly EC ride through it was noted that turbid water was overflowing basin ID 7.2 at approximate Sta 462+/- into the existing stream channel. The drawdown of the retention pond at approximate Sta 457+50 Rt was opened with the intent of draining the pond the perform permanent storm pipe work at this location. However, flow from the retention pond draw down overflowed the adjacent small skimmerbasin, flowed down the open ditch into basin 7.2, and overflowed basin 7.2. When I arrived at this site the draw down had already been closed by Chris Utt. The contractor stopped work in this area and Kevin Haas immediately installed 3 wattles with PAM in the ditch line, and added PAM to the slope drain inlet. Upon the recommendation of Nikki, they also added three wattles in the existing channel downstream of basin 7.2 to prevent any potential sediment from migrating further down stream. There was no appreciable sediment accumulation noted at this time. My EC report will be forthcoming. Attached are photos showing the site. If you have any questions please feel free to call. Much Thanks __ � ' ..-- �..--,F � ��� ��". _ � � , _ �1�, � "" =- - -.,� , i '� ��' �� ' �� �- ;�� _ .' �. � 'i " „v-• a ,�,�- •r �� �-- - �.�,�� � �e� ;, -� � a , _ - ' .�:�:�:�I ���, � � � . . _ �:_. r --�* ��. � _� ���'�. - � , � -�► � `'.i � �+. � _-,� � �, � � _ � •. -�� ° � `. � "• �� • �i - y _ -,. �`�• - . r,' 1 � ��j� 7,�c�� s. 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' � - � .- _ t ,� '�„�' �"� . - ` �_� • ..' .ri � _ . -- ��-x�- , • . . . - r. . - � . � _..�_ - � � ' i� }` l y�...�� ;'1� . . - � It �1.•, i��F*��.+�a,.-''Ti ; �.� � s � ` � �' 'L - �� • I • _ �� IZ - . � � J � .� � ' -� �. �_� � _ - _ �. __ . ` —�_; . . II�•� �-. • 1 . � 'i T \���_ � . I g� � . �4 + s � _ i - `. � � _ ♦ y� i 4 � Iy i' �r' � � I' o ' • •� �'`+� � � f • .S e� � � . . y r r � ' _ ♦ � • r R� � .0 �t � � ' � . _ .' _ __ ` � _ �,�_ 1 __', � � � • .. '� � � . v . .�s s + • � - Ir � ` - ' �J ` f '�- ' - � � � � �_ �a +a - ' � • � . • �1: r / '. 'w*_ � � • '�. • • �'� �1 8 ,_. Aaron Harper Field Operations Engineer Div 7&8 NCDOT Roadside Environmental Unit 919 776 2279 office 919 777 3038 cell aaharper@ncdot.�ov P.O. Box 429 1530 South 7th Street Sanford, NC 27330 cid:image001.png@01D10DA4.5CC88DA0 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. North Carolina Department of Transportation Roadside Environmental Unit Erosion & Sedimentation / Stormwater Report Proiect Information OF r1.oRiH cqR t U� � � , * o = 0 9�ryFNrUF iRANSQ��P Inspection Date: 01/25/2018 Evaluator: Aaron Harper Project #: 34820.3.30 TIP #: U-2524D Division #: 7 County: Guilford Project Type: Contract Engineer: Greensboro Resident1 (Pingram) Project Length: 1.87 Disturbed Acres: River Basin: Cape Fear HQW Zone: NO Trout Zone: NO Location Greensboro Western Loop - From US-220 (Battleground Ave) to SR-2303 (Lawndale Drive). Description: Proiect Evaluation Report Type: ✓❑ Routine ❑ ICA ❑ PCN ❑ ECPAR Length Section 1.37 The Remainder of the Project 0.1 L Sta 462+/- Rt ❑ICAEx1st ❑ICAEx2nd ❑CICA-SWO Installation Maintenance Effectiveness Plan Overall Project of BMPs of BMPs of BMPs Implementation Evaluation 8 8 8 8 8 7 7 7 7 Grading Scale: 0- 6= Immediate Corrective Action Required, 7= Fair, 8= Good, 9= Very Good, 10 = Excellent Remarks and Recommendations: *"*Project Remains Active at This Time*** I reviewed the project with Martin. I also met with Paul, Meredith, Chris, Martin, Donny, Fran and Doug at approximate Sta 462+/- Rt to discuss turbid discharge. See comments below. Progress: -Traffic was previously switched onto the Y6 bridge. Construction has progressed with the soil nail wall at this location since previous review. -Piles and fill are in place for both End Bents of the structure on -Ped- and disturbed area has been seeded and matted or mulched. Martin indicated the bents were poured the week prior to review. -Contractor continues work on the installation of piles for noise wall. -Phase I construction of culverts 2 and 3 is complete. -Construction continues for Phase I construction of culvert 1. -Contractor was preparing for the construction of Phase 2 of Culvert 1 and Phase 3 of Culvert 3. -Seeding sub was on site at the time of review pursuing groundcover between approximate L Sta 454+/- and 485+/-. -Noise wall construction is also underway vicinity L Sta 470+/- to 485+/-. -Disturbed area from Y8 to the end of the project was temporary mulched since previous review. See comments below. -Sewer line relocations was underway at the time of review at approximate Sta 466+/- Rt. Martin indicated once sewer line relocation was complete, the contractor would pursue completion of the installation of the 60 inch pipe vicinity L Sta 466+/- and the rock lined channel vicinity Sta 460+/- to 467+/- Rt. *The following Urgent Concern was noted at the time of review* -It was noted that turbid water was overflowing basin ID 7.2 at approximate Sta 462+/- into the existing stream 7 1/25/2018 7:31 PM Page 1 of 2 channel. The drawdown of the retention pond at approximate Sta 457+50 Rt was opened with the intent of draining the pond to perform permanent storm pipe work at this location. However, flow from the retention pond draw down overflowed the adjacent small skimmer basin, flowed down the open ditch into basin 7.2, and overflowed basin 7.2. During review, the draw down valve was closed. The contractor stopped work in this area and three wattles were installed with PAM in the ditch line, and PAM was added to the slope drain inlet. Per guidance from Nikki, three wattles were installed in the existing channel downstream of basin 7.2 to prevent any potential sediment from migrating further down stream. -This area has been isolated on the report and scores reflect the failure on the part of the contractor to monitor these dewatering efforts to prevent the issues noted above. The site will be re-visited within 5 working days. -Moving forward: -Ensure the wattles in the ditch line are staked and stapled per spec -Continue efforts to incorporate PAM up slope of basin 7.2 to reduce turbidity -Perform dewatering in accordance with Best Management Practices to prevent future turbid discharge. -Also, as discussed on site, ensure that anytime dewatering efforts take place, the Resident?s staff is aware and a certified Level II person from the contractor is available to monitor the operation. The following concerns were noted at the time of review: -Noted the slope drain failed at approximate L Sta 508+50 Lt. The slope drain should be repaired to good working order and the slope wash repaired and seeded and matted. -Noted slight sediment accumulation in the CWD vicinity L Sta 505+/- Rt. Recommend connecting the two existing sections of SSCF with SSCF. Minor sediment in the CWD should be retrieved. -Noted disturbed area associated with the construction of the noise wall vicinity L Sta 470+/- to 485+/- Rt. Efforts should be made to construct temporary silt ditches and temporary diversion per plans to manage runoff in this area to basins 8.2, 8.3, and 9.4. -Ensure Pam is being utilized in the ditch line measures in the ditch draining to basin 8.4. -Noted temporary mulching from Y8 to the end of the project appeared to have been inadequately tacked as much of the mulch cover was blown/washed away during recent snow and rain events. Recommend re- applying mulch at any sparsely covered areas and tacking per spec. Recommendations Moving Forward: -Pursue routine maintenance of construction entrances throughout the project as needed. -Continue installing all other necessary EC devices throughout the project per spec and per plans. -Utilize Temporary Silt Ditches and Temporary Diversions to divert runoff into basins wherever feasible. -Pursue groundcover within the 7 or 14 day stabilization timeframes per the NCG01 permit. -In areas noted as Environmentally Sensitive Areas: -Ensure work progresses in a continuous manner to a state of stabilization per Project Special Provisions. -Ensure stage seeding is utilized as fill/cut operations progress per Project Special Provisions. -Ensure Grubbing is not performed until immediately prior to grading operations in any areas noted as an ESA per Project Special Provisions. -Ensure construction entrances are routinely maintained to prevent tracking onto the roadway. -NPDES Records were not reviewed. Ensure NPDES record keeping continues once every 7 days and within 24 hours of 0.5 inches of rainfall in a 24 hour period until 80% permanent vegetative cover is achieved throughout the project. 1/25/2018 7:31 PM Page 2 of 2 . � , �t: , , �' , ��'`�' 1 � :' � '� 'h , � y . , ' `J/ ' �"�. ,.� 1 J � { � ,ti �/ � � � IJ�Y �.�H,y 5 � y � � i:' 4 . . ��' r���4l.j�p�'. r��..��.�lr"v���'.� 1 � t� �� — � . � ' � 1�t�y�� i�" ' L� : � �:.,i. z � � i d fi.,- ,.� �.i �,;� . . Y , - -... ��(�5:.;; ; :..�yr , 1 � r,y f .,-�X' „ � a� y� �i ` � .. 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