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HomeMy WebLinkAbout550007_Add-Info Response Letter - Ayes_20240520Aiken & Yelle Associates, PA AYESProfessional Engineers and Land Survey 3755 Benson Drive Raleigh, North Carolina 27609 Phone: (919) 877-9992 Fax: (919) 877-9979 April 24, 2024 Christine B. Lawson, Engineer Animal Feeding Operations NCDEQ Water Quality Regional Operations Section Re: Foundation inspection. 108 Clements Dr, Morrisville, NC To Whom it May Concern, My client received a letter requesting that a North Carolina Professional Engineer respond to or certify to questions as follows: ❑ Pipe and Pit P-1 Location— The location of the pipe between P-1 and P-2 on Drawing 22301-G-100 is shown to be between Barn 100 and the waste pond. However, photographs and notes from DWR staff indicate that the pipe appears to have been installed in/along the south and west sides waste pond embankment. DWR staff also expressed concern regarding the installation of P-1; indicating that P-1 appears to have been installed in the waste pond or have disturbed the waste pond embankment. Please provide engineering design details for any and all locations where a waste storage structure or lagoon was or is to be disturbed. Provide installation details. A Professional Engineer will need to specifically certify that any damage to a waste pond or lagoon has been repaired to meet NRCS Standards. My response is that the installation of P-1 is such that minimal impact has been made to slope from P-1 to waste lagoon in order to install P-1 and the overflow flume as required. Please note that in my professional opinion the original design location of of P-1, P-2 and the 6" pipe from P1 to P2could not be installed due to conflict with existing building structure. I have prepared revision plan that addresses the concern of DWR staff. The remediation requested will be addressed upon installation of flume. Please note that the impact mentioned above does not adversely impact lagoon function. I will issue certification as requested upon completion of the installation of P-1 and P-2 in accordance with plan revisions I prepared that has been included with this response letter. ❑ Influent/Effluent Sampling — Please indicate location for sampling of influent to and effluent from each digester. Your January 19, 2024 response stated that this information is included in the O&M Plan. Please indicate, specifically, where this information can be found. The O&M Plan should clearly state the location for influent and effluent sampling. This should also be shown on one of the diagrams. The location of the influent/effluent sampling points have been shown on the plan revision included with this response ❑ Digester Berm/Stormwater Management —During the January site visit, Sustain RNG staff indicated that a berm or some other stormwater management structures would be put in place at the downslope of the digester. Please provide additional information regarding planned stormwater management. The requested stormwater management was not required by county erosion control/stormwater department and was not shown the plan revision included with this response. ❑ ❑ Certification of Waste Structures — A Professional Engineer or Certified Technical Specialist with the proper designation must certify that any waste pond or lagoon that was disturbed during construction meets the design. This includes certification of waste level gauges and any spillways. Construction is not complete as such the certification can not be provided at this time. The installation of Pl, P2 and the location of the pipe in dam meets design standards associated with this project. As noted herein the original design location of P-1, P-2 and the pipe from P1 to P2 could not be installed due to conflict with existing building structure. ❑ []Phosphorus DAF - the P-DAF material that results from the screw press operation is considered an animal waste. Accordingly, this material must be sampled and analyzed the same as other liquid and solid manures. Not a matter of this report or certification. The result of my inspection is that the as -built installation of Pl, P2 and the location of the 6" pipe meets the requirements of the original design and the NC Dam Safety Code hope this letter serves to inform as required Sincerely, (-Y� Harold A. Yelle II, PE, PLS President Aiken and Yelle Associates, PA P-1 & P-2 AREA PLAN SCALE 1" = 50' O 9 STORY METAL BUILDING tioq .00'000 NEW PIPIN PRY �PL EE D I O NPS 6, I IILDING SDR11 <� -4 ST ILL. b(w)x8'(I)x ' d) ° BARN 100 P AP DISSIPA S 6" D50 S NE P-2 T NEW PIT A. CH EX AND PUMP INS G OUND ELE SEE DETAIL #1 MAX POOL 6' DIA. ELEV 812.0+— F 'Cl 1 " PP ANPOWASTE o 0 s P-1 N T LL F SCU Q NEW PIT NEW PIPING SEED, STRAW & 350LF, o AND PUMP NETTING ON D N D D REA ORY 6' DIA. NPS 6, SDR 1 / TA DING 4 a� SOS 50 0 5 0 4 G H 1 inch t. S DAM OFILE _m V"_ INFLOW ANTI -SEEP COLLAR LOCATION PLAN SCALE 1" = 60' / v QmOS y i R 11 o INSTALL - NTI SEE 40 COLLAR SEE D EX. 10" INFLOW PIPE JIMAL WASTE LAGOON _ r / EX BLDG CONCRETE ANTI —SEEP COLLAR DTL ENCH VADTH— A A ANn-I a COLT. a PLAN VIEW TRENC ANTI- CLAS ---.. _.. .. .. -1 DETAIL SCALE 1" = : OVERFLOW FLUME P-1 6' DIA NEW PIT Q AND PUMP BALL VALVE TYP AUXILIARY PUMP �OCATION i. AUXILIARY PUMP CONNECTION ` -2 DETAIL SCALE 1" = 2 '` �7 tom' P-1 6' DIA NEW PIT AND PUMP OVERFLOW FLUME AUXILIARY/ PUMP opol BALL VALVE TYP AUXILIARY PUMP HORZ SCALE 1" = 50' EX DAM PROFILE VERT SCALE 1" = 5' 820 810 800 795 —0+25 0+00 0+50 1+00 EX DAM ASDRMAXPOOL ELEV 812.0+— ANIMAL WASTE LAGOON �� FRONT NEW z FLUME STEM WALL TOP VIEW pp MANdOLE WEI I I FLUME I I I d O 20% I I I I z I L I I SS