The URL can be used to link to this page

Home My WebLink About310086_Application Attachment - Drawing subset_20240617PARADISE HILL FARM BIOGAS SYSTEM DUPLIN COUNTY, NORTH CAROLINA ADDRESS 1645 S NC HWY 50, MAGNOLIA CIVIL ENGINEER MCCLURE 2001 W. BROADWAY COLUMBIA MO 65203 573-814-1568 ELECTRICAL ENGINEER ROESLEIN & ASSOCIATES, 9200 WATSON ROAD SUITE 200 ST. LOUIS, MO 63126 (314)729-0055 S H E E o3-N DcOVER &SHEET INDEX RA270-00-27003-2 - AREA 1000 NEW DIGESTER GRADING RA270-00-27003-3 - AREA 1000 DFL FARM 1 & 2 SITE LAYOUT RA270-00-27003-4 -AREA 1000 NEW DIGESTER LAYOUT RA270-00-27003-5 -AREA 1000 HYDRAULIC PROFILE RA270-00-27003-6 - AREA 1000 EROSION CONTROL Detail Drawing Control Index S s. 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 S-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-295 ART System Connection S-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 S-6 Power Flush RA-STD-266 Power Flush RA-STD-282 Wet Well Power Flush S-7 Sludge Removal RA-STD-264 Irrigation Suction S-8 Digester Vent RA-STD-255 Lagoon Vent Ports S-9 GCS Interface RA-STD-261 Biogas Draw -Off RA-STD-267 Off -Spec Connection RA-STD-288 Condensate Return LEGEND. — RW — = RAINWATER —GAS— = GAS LINE — LS = LIFT STATION r— = UNDERGROUND TELEPHONE OVERHEAD ELECTRICAL = STORM DRAIN — WrL— = WATER TRANSFER LINE — Go — = GRAVITY OVERFLOW PL = PROPERTY LINE = SET BACK LIMITATIONS 1.500 = OCCUPIED RESIDENCES SET BACK 2.600 = 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 \ �O Q� OAP 02 o° 5 PARADISE HILL FARM P� Q BROWN TON RD . P� o m o: Q oy� r �o Z Y 0 VICINITY MAP 0 TRUE NORTH NEw DIGESTER I I fi9.E0 I -1 � Q FLOOR I � 712�73�I4—]5 i6�Tt�]e ]9�e0�8t-- I c 1I 2. m EX BARN FF:64? p \\ a PI,m 0 ., EX LAGOON Q (2T503A) EX BARN O FF:gAS , PIT:g40 C a ✓ C � EX BARN FF:045 . Q PIT- FF:64? \ PIT:84.0 I v v/ old d 1 4 Im EX BARN \m I THE QUANTITIES SHOVIN ON THIS FILM ARE BASED ON ENGINEER'$ C—ULATIONS REQUIRED TO ACHIEVE THE DESIRED _ES x ESI—ABOVE ANO BELOW—..) PRIOR TO ANVEXG ,.N.GLLe1I PRIOR F-1 _ Fill Fill Cut/Fill Summary A QTY-27003 P L.00D ` Sq. F N TPt- 92199.23 Sq. 11. ]31].29 Id. 7005.40 r6. 311.90 C— r—C— 50 25 0 50 P:-5-6-DRAWING—VILWI KIREGISTER-CWSTER 1-0 PERMIT DRAWINGSI2]003 PARADISE HILL AFO PERMIT.— 110 110 100 100 90 90 80 FF: 87.00 FF: 8].00 FF: B].00 PIT84.00 PIT:84.00 PIT:84.00 �— -- -- —`— — — NORTH BARNS MIXING STATION (SEE DETAIL) FF:84.5 FF:84.5 FF:84.5 FF:84.5 TOB: 81.60 PIT:84.00 PIT:84.00 PIT:84.00 PIT:84.00 12' MIN ABOVE EX RIM: 82.60 GRADE — — — — 1 TRANSFER PUMP 12"MIN WETWELL TOB: 84.50 ABOVE EX (SEE DETAIL) GRADE EXISTING LAGOON—FB: 83.50 PROPOSED (27MM) DIGESTER OL: 79.fi0 GRAVITYOVERFLOW TOB: 88.00 EXISTING LAGOON FB: 84.00 (27503B) — 80 ---_—_-- _---__— -------------- NEW BOTTOM: --------- INV: 79.10 HEADER DRY WELL 74.60 BOTTOM: 73.50 BOTTOM: 74.00 $HWF: 74.20 70 PUMP RETURN: BOTTOM: 69.W 70 71.60 60 60 NOTE: INVERTS APPROXIMATED BASED ON BEST AVAILABLE 50 50 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 P:1200599b6-DR-IING—VILWi MREGISTERLWSTER 1-0 PERMIT DRAWINGSI27003 PARADISE HILL AFO PERMIT.—ATEOFAUFHpRITY III^RENT THIS o MSC L U R E'" DIRE soN�� PRocsssTalnwiwarvEERDNOER& making lives better F1+=uwsoFll+=srAiEDF NOD o lw a w 2001 NC CW. ERFIFICBROADWAY, COLUMBIAM0652W EN - 573814-1588 MYDD6E NDMBER I6 - C-0628 w� 9 x"s a m m nsMEh °WoLERANDE N ED) 16E -"� ID ucnauw cis �.w DO NOT SCALE PRINT MONARCH BIOENERGY REGISTER, NORTH CAROLINA AREA 1000 PARADISE HILL FARM HYDRAULIC PROFILE ROESLEII� ENOINEI • IMNUFACTURERS •L CONSTPo CfORB DWG. RA270_ 00-27003 5�F6 1 NO. 1. PROTECTION OF PERSONS AND PROPERTY 1.1. THE CONTRACTOR SHALL PROTECT STRUCTURES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUTAND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 1.2. ANYSETTLEMENT IN BACKFILL FILL ORIN STRUCTURES BUILT OVER THE BACKFILL OF FILL, WILL BE CONSIDERED TO BE CAUSED BY IMPROPER COMPACTION METHODS AND SHALL BE CORRECTED AT THE CONTRACTOR'S SOLE EXPENSE. ALSO, ANY STRUCTURES DAMAGED BY SETTLEMENT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS SOLE EXPENSE. 2. DEWATERING 2.1. PUMPING EQUIPMENT SHALL BE PROVIDED AND EMPLOYED TO PREVENT RAINFALL AND SURFACE RUNOFF FROM ACCUMULATING OR FLOWING INTO EXCAVATIONS AND FROM FLOODING THE PROJECT SITE AND SURROUNDING AREA. PROVIDE AND MAINTAIN PUMPS, SUMPS, SUCTION AND DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM THE EXCAVATIONS. THE DISPOSAL OF CONVEYED. WATER SHALL BE DIVERTED IN SUCH A MANNER THAT NATURAL DRAINAGE OF THE AREA SHALL NOT BE DISTURBED. 3. SOIL EROSION 3.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTION OF SOIL EROSION DURING CONSTRUCTION TO THE MAXIMUM EXTENT POSSIBLE TO COMPLY WITH ALL APPLICABLE NORTH CAROLINA SOIL EROSION LAWS AND REGULATIONS. THE CONTRACTOR WILL ERECT EROSION CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN, PRIOR TO COMMENCING LAND DISTURBING ACTIVITY. 4. STRIPPING 4.1. ALL VEGETATION SUCH AS BRUSH, HEAVY SODS. HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER UNSUITABLE MATERIAL WITHIN THE EXISTING PROJECT SITE SHALL BE STRIPPED OR OTHERWISE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT. S. EXCAVATION AND EMBANKMENT FOR SITE FEATURES 5.1. THE ROUGH EXCAVATION SHALL BE CARRIED TO THE NECESSARY DEPTH AS SHOWN ON THE PLANS, TO THE LINES, GRADES AND ELEVATION SHOWN OR AS DIRECTED BY THE ENGINEER, AND SHALL BE MADE SO THAT THE REQUIREMENTS FOR FORMATION OF EMBANKMENTS CAN BE FOLLOWED. ON EMBANKMENT, THE DEPTH OF SUBGRADE DENSIFICATION SHALL SEAS SHOWN ON THE PLANS. SHOULD THE CONTRACTOR, THROUGH NEGLIGENCE OR OTHER FAULT, EXCAVATE BELOW THE DESIGNATED LINES, HE SHALL REPLACE THE EXCAVATION WITH APPROVED MATERIALS, IN AN APPROVED MANNER AND CONDITION, AT HIS OWN EXPENSE. CONTROL OVER THE EXCAVATION. MOVING, PLACING AND DISPOSITION OF ALL MATERIAL AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE PLACED IN EMBANKMENTS. ALL MATERIAL DETERMINED UNSUITABLE SHALL BE DISPOSED OF IN WASTE AREAS OR AS DIRECTED AND SHALL BE REPLACED WITH SELECT MATERIALS DEEMED SUITABLE BY THE ENGINEER. TOPSOIL SHALL NOT BE USED IN SUBGRADES BUT SHALL BE HANDLED AND PLACED AS DIRECTED. SHOULD EXCESS MOISTURE BE ENCOUNTERED DURING EXCAVATION IN THE CONSTRUCTION AREAS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ANY NECESSARY DEWATERING OF THE SITE IN ORDER TO PROVIDE A STABLE EXCAVATED AREA FOR THE PLACEMENT OF EMBANKMENT. THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS OR REVISIONS IN LINES OR GRADES, IF FOUND NECESSARY. AS THE WORK PROGRESSES DUE TO DISCREPANCIES IN THE PLANS OR TO OBTAIN SATISFACTORY CONSTRUCTION. 5.2. STONES OR ROCK FRAGMENTS LARGER THAN 2- IN THE GREATEST DIMENSION WILL NOT BE PERMITTED IN THE TOP TOE THE SUBGRADE. 6. FORMATION OF EMBANKMENTS 6.1. EMBANKMENTS SHALL BE FORMED OF SATISFACTORY MATERIALS PLACED IN SUCCESSIVE HORIZONTAL LAYERS OF NOT MORE THAN EF IN COMPACTED DEPTH FOR THE FULL WIDTH OF THE CROSS SECTION. THE GRADING OPERATIONS SHALL BE CONDUCTED. AND THE VARIOUS SOIL STRATA SHALL BE PLACED, TO PRODUCE A SOIL STRUCTURE AS SHOWN ON THE TYPICAL CROSS SECTION OR AS DIRECTED. ALL MATERIALS ENTERING THE EMBANKMENT SHALL BE REASONABLY FREE OF ORGANIC MATTER SUCH AS LEAVES, GRASS, ROOTS, AND ANY OTHER OBJECTIONABLE MATERIAL. 6.2. OPERATIONS ON EARTHWORK SHALL BE SUSPENDED AT ANY TIME WHEN SATISFACTORY RESULTS CANNOT BE OBTAINED BECAUSE OF RAIN, FREEZING WEATHER. OR OTHER UNSATISFACTORY CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL DRAG, BLADE OR SLOPE THE EMBANKMENT TO PROVIDE PROPER SURFACE DRAINAGE AT ALL TIMES. 6.3. THE MATERIAL IN THE LAYERS SHALL BE OF PROPER MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND MANIPULATION WHEN NECESSARY TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER SHALL BE REQUIRED. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION OR ROLLING, ALL WORK ON ALL PORTIONS OF THE EMBANKMENT THUS AFFECTED SHALL BE DELAYED UNTIL THE MATERIAL HAS BEEN DRIED TO THE PROPER MOISTURE CONTENT. SPRINKLING SHALL BE DONE WITH APPROVED EQUIPMENT THAT WILL SUFFICIENTLY DISTRIBUTE THE WATER. SUFFICIENT EQUIPMENT TO FURNISH THE REQUIRED WATER SHALL BE AVAILABLE AT ALL TIMES. 6.4. THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OFTHE MAXIMUM STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE. DURING CONSTRUCTION OF THE EMBANKMENT, THE CONTRACTOR SHALL ROUTE HIS EQUIPMENT AT ALL TIMES, BOTH WHEN LOADED AND WHEN EMPTY, OVER THE LAYERS AS THEY ARE PLACED AND SHALL DISTRIBUTE THE TRAVEL EVENLY OVER THE ENTIRE WIDTH OF THE EMBANKMENT. CARE SHALL BE TAKEN. HOWEVER, NOT TO OVERLOAD THE EMBANKMENT AREA WITH CONSTRUCTION EQUIPMENT. 6.5. IN THE CONSTRUCTION OF EMBANKMENTS, STARTING LAYERS SHALL BE PLACED IN THE DEEPEST PORTION OF THE FILL; AS PLACEMENT PROGRESSES, LAYERS SHALL BE CONSTRUCTED APPROXIMATELY PARALLEL TO THE FINISHED PAVEMENT GRADE LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF ALL EMBANKMENTS MADE UNDER THE CONTRACT AND SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER. HAS BECOME DISPLACED DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR. T. TESTING 7.1. THE OWNER WILL PROVIDE THE SERVICES OF AN INDEPENDENT SOILS TESTING FIRM FOR PERFORMING TESTS AS ARE REQUIRED TO IDENTIFY MATERIALS, TO DETERMINE COMPACTION CHARACTERISTICS,TO DETERMINE MOISTURE CONTENT, AND TO DETERMINE DENSITY OF FILL IN PLACE. THESE TESTS PERFORMED WILL BE USED TO VERIFY THAT THE FILLS CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS. TEMPORARY SEEDING CHART SPECIES PLANTING DATES LBSIACRE CEREALS: -HEAT BI15-12I30 120 MI LLETSISUDANGRASS 4/1SBI15 40 ANNUAL LESPEDEZA 12I1 d/15 50 1. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. 2. APPLY 4,000JVARE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 3. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 600 LB/ARE 10-10-10 FERTILIZER, RESEED, REFERTILIZE, AND MULCH AREA IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN FALL, TOPDRESS WITH 50 UWACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. PERMANENT SEEDING CHART SPECIES I PLANTING DATES LBS/ACRE COMMON BERMUDAGRASS 411-7/15 10 MILLETS/SUDANGRASS 411-7/15 110 ANNUAL LESPEDEZA 1411-7/15 130 1. APPLY LIME AND FERTILIZER ACCRODING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER. 2. APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 3. REFERTILIZE THE FOLLOWINGN APRIL WITH 50 LWACRE OF NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT LESPEDEZA AND MOW AS OFTEN AS NEEDED. STABILIZATION TIMEFRAME CHART SITE AREA DESCRIPTIONI STABILIZATION TIMEFRAME EXCEPTIONS PRIMETER DIKES, SWALES, DITCHES, SLOPES T DAYS NONE SLOPES 3: 1 OR FLATTER 14 DAYS T DAYS FOR SIPES>50'IN LENGTH ALL OTHER AREAS WITH SLOPES< 4:1 14 DAYS NONE 7� � 1MIN 1C \ ///j / v Gaouuo LINE TYPICAL SECTION wood PosT OVPI NOTES: FABRIC �5'sPACING MAX 1 TS = ENusBE GROUND2 G LRFNGH TRENCH GENERAL NOTES. 1. FENCE FABRIC SHALL BE A MINIMUM OF 3Z'IN WIDTH AND SHALL HAVE MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING. 2. FILTER FABRIC SHALL BE MIRAH 100 FABRIC OR EQUIVALENT.BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FORA PERIOD MORE THAN 30 DAYS. MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH. 4. ANYSEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SI-LFENCEOR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 5. PROVIDE OUTLETS WITH SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING LARGE AREAS (USE CLASS B STONE). �DETAIL-SILT FENCE 27003 N.T.S. EROSION AND MAINTENANCE CONTROL SCHEDULE: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE INTEGRITY OF ALL SUCH DEVICES. 2. ALL TEMPORARY/PERMANENT BASINS AND ROCK CHECK DAMS SHALL BE CLEANED OUT AND RESTORED TO ORIGINAL VOLUME WHEN THE SEDIMENT ACCUMULATES TO APPROXIMATELY ONE HALF OF THE DESIGN VOLUME. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND AT THE INLET PROTECTION SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 6- DEEP AT THE FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO PRESERVE THE INTEGRITY OF THE FENCE. 4. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY TO ESTABLISH A VIGOROUS, DENSE VEGETATIVE COVER. COIL FIBER ROLLS TO BE CHECKED FOR INTEGRITY AND BE REPLACED OR REPAIRED AS NECESSARY AFTER EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. AN V NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE INTEGRITY OF ALL SUCH DEVICES. SECTION A -A A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC STREET. STONE TO BE 2J INCH WASHED STONE (SURGE STONE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIORTO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL DETAIL -CONSTRUCTION ENTRANCE 27003 N.T.S. • r• r• •:: I s DETAIL -TEMPORARY ROCK CHECK 2�oos N.T.B. KILPATRICK FARMS. INC 0 TRUE NORTH (S-7) RA-STD-264 RIP -RAP PAD AT DISCHARGE LAGOON 27003 10 RAINWATER DISCHARGE LINE 60.000 I S 4 S 9 RA-STD-271, RA-STD-261 �O.o00 �/-70.00 -.-_� �-�"�� GRAVITY OVERFLOW WITH OVERFLOW STRUCTURE \ 8200. (S-2) RA-STD-295 is �---- 27503A SS �RA-STD-289 /f s S1 RA-STD-285 GRAVITY OVERFLOW 27503B 6SEWERINFLUENTLINE ^� MODIFICATIONS NEEDED \ — PROPOSED PROPERTY "� GAS LINE LINE AREA 1000 PARADISE HILL FARM 27003 LOCATION DETAIL 100' WETLAND SET BACK FARM PRODUCTION INFORMATION QTY . AVG ANNUALANIMAL POPULATION 5587 ESTIMATED RING INJ DTH/YR 5570 ANIMALTYPE Wean Finish BARN OPERATION TYPE Flush SYSTEMS SYSTEM OPTION SELECTED CITY EXISTING BARN EFFLUENT GRAVITY SEWER 6 S-1 DIGESTER INFLUENT LIFT STATION 2 S-2 DIGESTER EFFLUENT FORCED WATER TRANSFER 2 S-3 WET WELL YES 1 S-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 I DIGESTER VENT 5-9 IGCSINTERFACE NO 1 0 DIGESTER PARAMETER VALUE UNITS LENGTH 300 FT WIDTH 150 FT TOP OF DIKE ELEVATION 82 FT DEPTH 12 FT BOTTOM ELEVATION 70 FT DIKE WIDTH 15 FT INTERIOR SLOPE 3:1 EXTERIOR SLOPE 3:1 OPERATING HEIGHT 10 FT OPERATING ELEVATION 80 FT LOW DIGESTER OPERATING HEIGHT N/A FT LOW DIGESTER OPERATING ELEVATION N/A FT OPERATINGVOLUME 2106949 GAL TOTALVOLUME 2740560 GAL CUT 6784 CY FILL 6784 CY N ET 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 LIFTSTATION OVERFLOW 12" HP01 50 FT DIGESTER INFLUENT (FORCED) 6" HP02 1200 FT DIGESTER INFLUENT (GRAVITY) X" PL01 X FT DIGESTER INFLUENT CLEANOUT X" PL01 TBD EA DIGESTER EFFLUENT (FORCED) X" HP02 TBD FT WATER TRANSFER WETWELL LATERAL 12" HP01 50 FT DIGESTER EFFLUENT (GRAVITY) 12" HP01 560 FT WETWELLLATERAL N/A N/A N/A FT COVER WATER SUCTION 4" HP01 600 FT COVER WATER DISCHARGE 4" HP02 200 FT POWER FLUSH 6" HP02 100 FT SLUDGE REMOVAL 12" HP02 150 FT NOTES: 1. NOT WETLAND ISSUES. FIELD VERIFY • TRUE NORTH I.R. MEETINGM o° E M�Ea� MONARCH BIO ENEGRY NERS MEETING wo MMR" DIMENSION TMEoi Is` REGISTER, INC ROE8LEI1� AREA 1000 PARADISE HILL FARM ENGINEERS • N M FACIURERS • COrSTi CTORB NEW DIGESTER LAYOUT DWG.RA270-00-27003 176 C DO NOT SCALE PRINT NO.