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Home My WebLink About310226_Application Attachment - Drawing subset_20240617RHETT ENTERPRISES FARM BIOGAS SYSTEM DUPLIN COUNTY, NORTH CAROLINA ADDRESS SR 1953, 713 PASTURE BRANCH RD, ROSE HILL CIVIL ENGINEER ROESLEIN & ASSOCIATES, 9200 WATSON ROAD SUITE 200 ST. LOUIS, MO 63126 (314) 729-0055 ELECTRICAL ENGINEER ROESLEIN & ASSOCIATES, 9200 WATSON ROAD SUITE 200 ST. LOUIS, MO 63126 (314) 729-0055 SHEET INDEX RA270-00-27018-1 - COVER & SHEET INDEX RA270-00-27018-2 - NEW DIGESTER GRADING RA270-00-27018-3 -AREA 1000 RHETT ENTERPRISES SITE LAYOUT RA270-00-27018-4 -AREA 1000 NEW DIGESTER LAYOUT RA270-00-27018-5 - AREA 1000 HYDRAULIC PROFILE RA270-00-27018-6 - AREA 1000 EROSION CONTROL Detail Drawing Control Index Sys. Sys. Description Drawing DWG Description General Drawings RA-STD-251 Typical Lagoon Operating Levels RA-STD-253 Anchor Trench Installation RA-STD-270 Liner Penetration Installation 5-1 Digester Influent RA-STD-269 Forced Sewer RA-STD-280 Lift Station Pump Piping RA-STD-285 Precast Lift Station S-2 Digester Effluent RA-STD-263 Floating Pump Discharge RA-STD-295 ART System Connection 5-3 Wet Well RA-STD-262 Wet Well Installation RA-STD-274 Wet Well Level Indicator S-4 Cover/Rain Water RA-STD-256 Rainwater Removal Suction Pipe RA-STD-271 Rainwater Removal Pump S-5 Mixing RA-STD-289 Typical Lagoon Mixing System 5-6 Power Flush RA-STD-266 Power Flush RA-STD-282 Wet Well Power Flush 5-7 Sludge Removal RA-STD-264 Irrigation Suction 5-8 Digester Vent RA-STD-255 Lagoon Vent Ports S-9 GCS Interface RA-5TD-261 Biogas Draw -Off RA-STD-267 Off -Spec Connection RA-STD-211 Condensate Return LEGEND. — Rw = RAINWATER —GAS— = GAS LINE LS — = LIFT STATION �T UNDERGROUND TELEPHONE OVERHEAD ELECTRICAL sT — = STORM DRAIN WATER TRANSFER LINE Go = GRAVITY OVERFLOW RL = PROPERTY LINE — = SET BACK LIMITATIONS 1.500 = OCCUPIED RESIDENCES SET BACK z5oo = CHURCH & SCHOOL SET BACK — — — — — = DIGESTER OPTIONS ® = EXISTING POWER POLE ® = CONCRETE BARRIER = EXISTING SEWER MODIFICATION = DATA FROM FISH & WILDLIFE NATIONAL WETLANDS = 1 00'WET WELL SET BACK LEGEND: = DUPLIN COUNTY COUNTY MAP • TRUE NORTH ( * RHETT ENTERPRISES FARM P� NRp. O� O PPsj JRpB�O �Q. O� QP2 �J Py Q ISLAryO C REFKRD VICINITY MAP 0 TRUE NORTH .F.FNALN-F. I THE QUANTITIES SHOMIN ON THIS PLNN ARE BASED ON ENGINEER'S CA,CULATIONS REQUIRED TO ACHIEVE THE DESIRED GRMDES VFRI I AT.N .1 ALL LTIUTIF. IS— .-B ANO El— —— ..) PRIOR TO AN.N — S, — I IF TO AN, �M ER —ON INOTSOTION HALL .. N—S. I IN— L.—G.S. 4. TOPSOIL STRIPPED FROM THE LAGOON SITE SH— BE STOCKFILED OWSITE FOR COVERING THE OUTSIDE OF THE SERMS 5 11SAN—NT MATI—E SHALL 11 F111 01 I— AND OTHER O—CTIONAL111 1ATERIALLE .- 1. FIRM 1111111 — ITI—E. -- I.—FR . R 1—FD 1. 1 T - — - -TANDANDIROGTON1 1� To _ OF opIU, 'oIST"S "H ' L FT IHA' BE TESTED FOR "CNITIREIDEN1 111 A 1UAU11ED GEOTE.-N-L —0— APPROVED .1 ENGINEER A FAIL, NG TEST FE.UFES R_.RR OF EA To _ EPE. F _ ON 9 THI INTIRIACI EU-1 OF SUCCIESIVI LA11FG IS TO DI INS111 01 SCARI1111 PRIOR TO —SENT OF 1� — N—S AND —IDS L.—ILL. AN- I LN— -H.R.I.S NGTS. I I NO O11G11 � 11111101 -A—ON LINING UNLESS AH-11 S, — ENGINEER. 12 =TO BEELDI=TH DOMIRLINSCK HDPEo�YNTHETC LINER. THE INSIDESALLS OFTHE—CONSHA-L BE Roll ToLNE T_Tj Cut/Fill S—y U ... 1.1 1-1— 1111 I.—T 2d AT.. ill xec n N 60 30 0 60 0 TRUE NORTH I. PROPOSED GAS LINE RIP -RAP ' PAD AT DISCHARGE $ (S-3) RA-STD-274, ' (S-4) RA-STD-271, (s-9) RA-STD-2s1 p" (S-9) RA-STD-2s7 (S-5) RA-STD-289 (S-1) RA-STD-280 GRAVITY ovERF ow SEWERINFLUENT MODIFICATIONS NEEDED (S-2) RA-STD-z9s -� RECYCLE PUMP - 27518A ( WATER TRANSFER LINE 100' WETLAND SET BACK - --- --- - ak ■ q0100'WETL-AND 100' WETLAND SET BACK AREA 1000 RHETT ENTERPRISES FARM 27018 LOCATION DETAIL i �■ _ _ PROPERTY LINE ' • • — N TRUE NORTH FARM PRODUCTION INFORMATION CITY AVG ANNUALANIMAL POPULATION 7200 ESTIMATED RNG INJ DTH/YR 7733 ANIMALTYPE Grow Finish BARN OPERATION TYPE Flush SYSTEMS SYSTEM OPTION SELECTED C Y EXISTING BARN EFFLUENT GRAVITY SEWER 8 S-1 DIGESTER INFLUENT LIFT STATION 1 S-2 DIGESTER EFFLUENT GRAVITY OVERFLOW 2 S-3 WET WELL YES 1 5-4 COVER/RAIN WATER REMOVAL YES 2 S-5 MIXING YES 1 S-6 POWER FLUSH YES 1 S-7 SLUDGE REMOVAL YES 4 S-8 DIGESTER VENT YES 2 S-9 JGCSINTERFACE YES 1 DIGESTER PARAMETER VALUE UNITS LENGTH 345 FT WIDTH 170 FT TOP OF DIKE ELEVATION 83 FT DEPTH 12 FT BOTTOM ELEVATION 71 FT DIKE WIDTH 15 FT INTERIOR SLOPE 3:1 EXTERIOR SLOPE 30 OPERATING HEIGHT 10 FT OPERATING ELEVATION 81 FT LOW DIGESTER OPERATING HEIGHT N/A FT LOW DIGESTER OPERATING ELEVATION N/A FT OPERATINGVOLUME 2923874 GAL TOTALVOLUME 3755881 GAL CUT 9297 CY FILL 9297 CY NET 0 CY PIPE SERVICE SIZE SPECIFICATION CITY UNITS EXISTING BARN EFFLUENT (GRAVITY) 8" PVC N/A N/A EXISTING BARN EFFLUENT (FORCED) N/A N/A N/A N/A LIFT STATION OVERFLOW 12" HP01 100 FT DIGESTER INFLUENT (FORCED) 8" HP02 1950 FT DIGESTER INFLUENT (GRAVITY) N/A N/A N/A FT DIGESTER INFLUENT CLEANOUT X" PL01 TBD EA DIGESTER EFFLUENT (FORCED) 6" HP02 900 FT WATER TRANSFER WET WELL LATERAL 12" HP01 50 FT DIGESTER EFFLUENT (GRAVITY) 12" HP01 300 FT WET WELL LATERAL N/A N/A N/A FT COVER WATER SUCTION 4" HP01 690 FT COVER WATER DISCHARGE 4" HP02 200 FT POWER FLUSH 6" HP02 100 1 FT SLUDGE REMOVAL 12" HP02 200 1 FT NOTES: 1. FIELD VERIFY WETLANDS. WE HAVE MULTIPLE WET LAND ISSUES WITH THIS AREA. M „so° E `°"`Ess°IFIED) ` MONARCH BIO ENEGRY REGISTER, NC AREA 1000 ROESLEII� " ° RHETT ENTERPRISES FARM ENGINEERS UFACTIIRE%• CONSTRIN. m NEW DIGESTER LAYOUT DWG.RA270-00-27018 3�F6 C DO NOT SCALE PRINT NO. 120 120 110 110 100 LEVEL CONTROL WET WELL 100 HOPE COVER RIM: 95.20 (SEE DETAIL) MIX I NG STATION RIM: 95.20 (SEE DETAIL) TOB: 94.20 12"MIN ABOVE EX PROPOSED GRADE OUTLET: DIGESTER 92.20 (LC-2) EAST BARN 12"MIN ABOVE EX OL: 92.20 90 90 LIFT STATION GRADE DRYWELL INV: 89.45 - INV: 89.20 (SEE DETAIL) FF(87..20 PIT 88.2) PIT 88.2) PIT(88.2) PIT:B].20 PIT:B].20 PIT:B].20 PIT:B].20 BOTTOM: 8 220 NV 91.20 LEVEL T08: 86.00 80 RIM: B].]0 WEST BARNS PUMP RETURN: BOTTOM: 82.20 �'20 CONTROL PIPE (LC-1) 7^7� O 0.5%MIN. pA0'YT / FLOATING BOTTOM: B].20 p2 F4 R0< Sb O?� EXISTING PUMP INV: 90.20 'y/�y LAGOON FB: 81.75 (2]518A) INV: BO.BB TOB: 82.]5 EXISTING_ LAGOON FB: S5.00 275188 TOP OF TEMP STORAGE: 84.30 TyRANSFER SHWi: 80.00 80 LIFT STATION (SEE DETAIL) FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) PIT: 82.50 PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.56 RIM: 83.00 BOTTOM: 170 TOP OF TEMP STORAGE: 81.05 SHWT: ]].75 BO OM: ]3.00 BOTTOM: ]2.]5 BOTTOM: 73.00 70 70 NOTE: INVERTS OF EXISTING GRAVITY PIPING ARE SURVEY INFORMATION. 60 60 LEGEND: TOB: TOP OF BANK ELEVATION FF: FINISHED FLOOR ELEVATION FB: FREEBOARD ELEVATION EG: EXISTING GRADE ELEVATION OL: OPERATING LEVEL ELEVATION INV: INVERT ELEVATION SHWT: SEASONAL HIGH WATER TABLE LIQUID FLOW DIRECTION III^ w'� nsMEh °WoLERaNDE MONARCH BIOENERGY P:1M59M6-DR ZINGS IVIL IMREGISTERLLUTR 1-0 PERMIT DRAWINGS�2]018 RHETT ENTERPRISES AFO PERMIT. -DO MSC L U R E'" making lives better 2001 W.BROAOWAY,COLUMBV\M0652W 571814-1568 NC CERFIFICATEOFAUTHpBITYC-0628 _RENT Jo DIRE soN�� PROFsssTalnwiwarvE�aDNo�& "E'A'"3GF"esrA]EGF NGiIHfNgLINA a w - MYUCENSENUMBERIS - w� 9 x"s a m m (UNLESSSPECIF ED) IBE -"� ucnauw cis �.w NOT SCALE PRINT REGISTER, NORTH CAROLINA AREA 1000 RHETT ENTERPRISES HYDRAULIC PROFILE ROESLEII� ENGINEER • MANUFACTURERS • CONSTPolC10BB DWG. RA270_ 00-27018 5 =6 1 NO.