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HomeMy WebLinkAbout310338_Application_20240319 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications must be received by the Division of Water Resources by no later than April 3,2024. Please do not leave any question unanswered. Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Certificate Of Coverage Number: AWS310338 2. Facility Name: Brian Kennedy#2 3. Permittee's Name(same as on the Waste Management Plan): Brian J Kennedy 4. Permittee's Mailing Address: 138 Baker Rd City: Pink Hill q!p•3�5•It 3$( State: NC Zip: 28572-7500 Telephone Number: p 7 n 0A-""8"LIV E-mail: bkennedvnnrestaeefarms.com 5. FaciIity's Physical Address: 357 Pink Hill Rd City: Pink Hill State: NC Zip: 28572 6. County where Facility is located: Du lin 7. Farm Manager's Name(if different from Landowner): Sherry Kennedy 8. Farm Manager's telephone number(include area code): 910-375-0031 Ext. 9. Integrator's Name(if there is not an Integrator,write "None"): Presta a Farms Inc 10. Operator Name(OIC): Brian J.Kennedy Phone No.: 910-385-6331 OIC#: 20234 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 2,448 Overation Types: Swine Cattle Dry Poultry Other Tvnes Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow _Wet Poultry Gilts Other Non Laying Pullet Other Layers f i 13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1 Lagoon 10/20/1991 Full,clay 482,484.00 59,582.00 19.00 i Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example:irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2.A site map/schematic 3.Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list,please include the additional components with your submittal. (e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both for a similar offense.) i Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name(Print):i 0'^ n pis Au Title: lr Signature: Date: , l Name(Print): Title: Signature: Date: Name(Print): Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 i i Nutrient Management Plan For Animal Waste Utilization 11-16-2015 This plan has been prepared for: This plan has been developed by: Brian Kennedy Farm42_31338 Billy W Houston Brian J. Kennedy Duplin Soil& Water Conservation 138 Baker Rd 165 Agriculture Dr Suite B Pink Hill, NC 28572 Kenansville, NC 28349 910-298-8384 910-296-2120 Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I(we)understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. 1 Signature(owner) Date Signature(manager or producer) Date " This plan meets the minimum standards and specifications of the U.S.Department of Agriculture-Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan ApprovedBy: - — �--- Pp '� 9 �s Technical Specialist Signature Date ----------------------------------------------------------------------------------------------------------- ---------------------------------------------------- 674361 Database Version 4.1 Date Printed: 11-16-2015 Cover Page 1 Nutrients applied in accordance-with this plan will be supplied from the following source(s)o Commercial Fertilizer is not included in this plan. S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation.This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 4090 Incorporated 4909 Injected 4909 Irrigated 4090 Max. AvaiI. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ PAN(lbs) Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons) Year 1 4,090 4962 -872 5,269,464 3,000,168 Year 2 4,090 5197 -1,107 5,097,460 2,828,164 ------------------------------------------------------------------------------------ --------------------------------------------------------------------- Note: 1n source ID,S means standard source,U means user defined source. Max,Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source. 674361 Database Version 4.1 Date Printed: 11-16-2015 Source Page 1 of 1 lAJ,arrative Nor.Kennedy has a pumping rights easment on Tract 71692 owned by Mr. Milton Houston. Revised WUp to reflect removal of pulls 1 thru 5. ------------------------------------------------------------------------------------------------------------- ---------------------------------------------- 674361 Database Version 4.1 Date Printed; 11-16-2015 Narrative Page 1 of 1 The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic' Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown, where available. Planned Crops Sununary Total Useable Leaching Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE 71692 P11 2.58 2.58 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 4.5 Tons 71692 P15 2.72 2.72 N/A Blanton Wheat,Grain 35 bu. Sorghum,Grain 25 CWT Wheat,Grain 35 bu. Soybeans,Manured,Double Crop 21 bu. 71692 P16 I.56 1.56 N/A Blanton Wheat,Grain 35 bu. Sorghum,Grain 25 CWT Wheat,Grain 35 bu. Soybeans,Manured,Double Crop 21 bu. 71692 P17 2.28 2.28 NIA Blanton Corn,Grain 60 bu. Wheat,Grain 35 bu. Soybeans,Manured,Full Season 25 bu. 71692 P18 1.96 1.96 N/A Blanton Corn,Grain 60 bu. Wheat,Grain 35 bu. Soybeans,Manured,Full Season 25 bu. 73873 P10 2.48 2.48 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 4.5 Tons 73873 P 12 2.40 2.40 N/A Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 4.5 Tons 73873 P13 2.52 2.52 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 4.5 Tons 73873 P14 2.05 2.05 N/A Blanton Small Grain Overseed 1.0 Tons Hybrid Bennudagrass Pasture 4.5 Tons 73873 P6 3.04 3.04 NIA Leon Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 3.0 Tons 73873 P7 3.12 3.12 N/A Leon Small Grain Overseed 1.0 Tons Hybrid Bennudagrass Pasture 3.0 Tons 73873 P8 1.82 1.82 N/A Leon Small Grain Overseed 1.0 Tons Hybrid Bemrudagrass Pasture 3.0 Tons PLAN TOTALS: 28.53 28.53 674361 Database Version 4.1 Date Printed 11/16/2015 PCS Page 1 of 2 NOTE: Symbol* means user entered data. LI Potential Leachin Technical Guidance Low potential to contribute to soluble None nutrient leaching below the root zone. >=2& Moderate potential to contribute to Nutrient Management(590)should be planned. <=10 soluble nutrient leaching below the root zone. High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations (328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers(391). 674361 Database Version 4.1 Date Printed 11/16/2015 PCS Page 2 of 2 NOTE: Symbol m means user entered data. O o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O c c o 0 0 0 0 0 0 0 0 0 0 0 0 0 ..S•n-� Q� g� _ N vM's NON VM'� T VM-� N N 000 m N eh h VN7 v�i. O 4 �' '� "'� '� 9 h N t, N dt N r It � 7 dam' f+N1 � G 0o m N 0 0 0 0 0 0 a 0 0 $ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •� rn o � a o 0 0 0 0 0 o c o 0 0 0 0 0 0 0 o Pr A � d ... H � oo oc oo oo oo oo C, v •.w � ,� '� � .�.-+- d O1 CD 7 O d; d; O V N \O N �D � � [� l� N M N a O +, 1�•,+, � O � � �.:d, '- as ,� oO vl N tIt N N T N O m O L O 6 O OQ � � K 78 � � c� m It m � M 14 m \o m �n �O kn � .�ctyi OU Q a� ob ab o�d oo nd �q bb �o ei ob aaou ob ab ob y d o Op 10 O ^ 0 a o o o o * o o 0 0 0 0 o a 0 a a a 0 0 0 0 0 0 0 (D a o ¢ O ) tn O p $a d ¢ ., o N oo t- oo cc r oo n oo ti coo 0 o .� � tl-i by ` O � O O O M O M O C~•1. M � +�-1 ` p O .•.-r �C". �, � � � c� � � oo .d. Vim• oo � 1p � .o d. r1 � �; ,-. O A O op +G� 41� U kn v) o va o to 0 .s � d am" M N M M N '1' q n O U O r� Q, N O O O OU •O O lu U .o o' o A a� O O a�i Li R C7 'm C�J o a C 8 � � � m U O O cd s own a.) lu 0 c E o A o co r h N N rn rn c* tl a 7 O cd y N N N N N .� N N cV N N N �• c oo oo N N N �o �O ID oa ca b �o co oo O a O v� Vi r [� vl h In N N � c� d• - d; d' d' � - EA `✓ �r c3 y _ s a c c s_ c C ❑ a C C a o 0 �3 _ 0 0 0 0 p U 'V. cd Pa 0� fA CO qI 0i rn I ro I ai I Ct1 I CA CQ I Co I W I m A N X) E=� on c- c cn cn vl to cn oll to rn r u)n Qn �o cn va �•+ +� n .n Vl \O iD O n n co cc O O N N is 0. `+� R a a a a. � a a. c� a a a a. a a a a 7-i �-. i� i.y ti .•+ .-. M M m M nt- O 6 O O O O O O O O O O O - O O O O O O O O O O O O O O h h O M 01 Ul tiD 01 q O� N 00 N M 00 V1 CO tl' C h cnd' 'O � � � �b0 T �C �O tV � oo �O M O M .M-•i Oi d' O �• � ia,.a3 0 � N 'n py oa o0 0o O+ '� ,"'y h N O O o O O O O O O O .O L o 0 0 0 0 0 0 0 d o 0 0 0 0 0 o o 'a � � i ram, t�°�• � � n � n M o 0 o pa, a '� 01 N O% N N 110 _ CDO� O O� CDN b N 4 N F O 0oE- 04 � a au eii ab bb cb an 6b eb cb nb S 5 S A S 9 o b o 0 0 0 o O o 0 c 0 o b ba ¢ y N O .NLn In ol Mcn O M O M O M O M O L � Nr O vl O Vi O O O O r w R; a y^ p � h -O VNNI 'd y Zy ti 'b N Vf .ai a o a > vNi vNi O C C O ! allo, oNo, N N N N M M cn M Q O Vl V1 O O O O U N O U Ri 0 ® o F7 Vh7 Chi] cn V Q' C c] V) 9) V m Go co z oc oo oe 00 0 oo cc 00 F" n n n en n n n n cn •p y C O O O O 0 O O O O O O O O O G O C G O O O d � y M N M - M 1� �D \O 'd• m --� .--i m N n N o n h O m 0% �A O v1 V1 ti0 N N O [+1 M 7 �D V'1 n 4i a0 N m oo cp n 7 01 '-i N 00 p- 4.4E CD d• �• N N a\- d• N (mV v, Q\ 00 00 O O O O O O C M 7 'O 6F •� a�+i �. G1 00 d; d; O 'd' <1; O \D CO �D CO Q� n n n t� I� [� l; n - 8 m h m n cn r N C V .N-. *-� 7 r. •-+ 7 N �#' N 7 G� N 0% N at O V•I N N '• N N � m w O\ 00 O m O 01 O 01 O 61 p M CO M I= In h V"+ V1 Ob ab u as ab eA ea bb aD eb aD afl ed as ab aWb ab ab ab tin m ab o o * o o 4, a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c r-, ti • Q y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 Ch Wl z z a a t. � a 0 a s a a s m Cl) N ccn m N m N m N - a v7 o Ili O V 1 O O O N 0 o G G U U y N a` a obi �i > > _. p a G ER ❑ _ p qm p p p o O -0 as vi x �5 rn 5 r°n 3 � rn x Al vC*i vOivwi N N o%Ci Obi acc d0• d0• vNi vNi o G o 0 bN N N N N N ri N N N N N N N CJ M m h 00 N C00�i 0Z)1 C 00 ol 0 � '+l O O O O O b N N N N N N fV N N N N N N N N M M .--i Zr O •� C O C G G C C G G G Q [ G G G O O O O _O N m m m m �c m ca c ca �a a m o o ® o n h n n n n h n n n n t� n n n n h n h h n n Vi V� rA v] r/7 v1 V� vz v1 V1 V] V1 V7 Vi ri] Vi G7 a] (/] V2 V1 N N iD � � n n eO oo a O N N .M-. m d• d' b � \O •m N N N N N N N N N N N N m M m m M M M M m M Q\ O1 01 O1 O� Ol G1 C\ G1 D\ n h h n n h h n n n 1.n - 'o w CD = as �-•+ .-i -r �+ -+ M r M M mh m m en M m n r n n n n n n h n n n h n h n h n n O O p O C O - - eq $ p c CD o 0 0 0 0 0 O CDp cn c7 to `o cn a�i� a� cq pp C O O C. .prn '. a� �78 c c Aaen r �. N W r14 ~ C*1 M - cV N a o a ,S A Cd r 0 .y 0 0 D r% r% a] - y M �--i n i� co 00 v CG 0 o0 oa 00 00 The Irrigation Application Factors for each field in this plan are shown in the following table: Infiltration rate varies with soils. If applying waste nutrients-through an irigation system,you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that maybe applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event: Irrigation Application Factors ApphcaiioriRate Application Amount Tract Field Soil Series (inches/hour) (inches) 7.1692 RI I Blanton -0.75 1.0 71692 P15 Blanton 0.75 11692: P16 Blanton 0.75 1.0 71692 P17 Blanton 0.75 1.0 71692 . : PIS Blantchi 0.75 . 1.0 73873 P10 Blanton 0.75 1.0 73873 P12 Blanton 0.75 1.0 73873 - P13 Blanton 0.75 1.0 73873 P14 , Blanton 0.75 1.0 73873 . P6 . Leon-_ 0.65 1.0 73873 . . P7 eon . 0.65.. 1.0 73873 P8 Leon 0.65 1.0 : 674361 Database Version 4.1 Date Printed 11/16/2015 IAF Page 1 of 1 NOTE: Symbol r means user entered data: i The following Lagoon Sludge Nitrogen Utilization table.provides an estimate ofthe nulliber of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,the number of animals in the facility and the plant available nitrogen application - rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining.after treatnient and application ofthe effluent. At: clean.out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the . priority nutrient is nitrogen but other riutrients including phosphorous,copper and zinc can also be limiting. :Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge.application. Ideally,effluent spray'fields should not be used for sludge application. If this is not possible,care should betaken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes;phosphoroils is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization.Table Maximum Maximum Sludge Chop PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation Swine Feeder-Finish Lagoon Sludge-Standard Com120 bu 150 ...14.69 27.50 55.00 82.50 Hay6ton-R.X.E. 300 29.38: - 13.75 27.50 41.25 Soybean 40 bu 160 45.67 25.78 51.56 77.34 ----------------------------------------------------------•---------------------------------------- =------------------------=------------------ -------------- ------- ------ `` ' 674361 Database Version 4.1 Date Printed: 11-16-2015 Sludge Page 1 of 1 t t �•. The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the ! design storage capacity in days minus the number of days of net storage volume accumulated. The start date is avalue entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity ofthe facility.: Ifthe available storage capacity is greater:thanthe design storage. capacity,this indicates that the plan calls£or the application.of nutrients that have not yet accumulated.. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the:planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available U ste Stora e Canicitv Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Ca aeit a s) Start Date 9/1 180 Plan Year Month Available Storage Capacity(Days) 162 1 2 170 1 3 180 4 180 I 5 .180 1.. 6 180 1 7 180 1. 8 180 I 9 180 .10 180 1 .. . 11. .180 I 12 180 2 1 180 2 2- 2 .3 180 2 4 - 180 2 5 180 2 6 180 . 2 7 180 2 8 180 2 9 1.80 2 10 180 2 1I: 180 2 12 180 *Available Storage Capacity is calculated as of the end of each month. ------------------------------------------------- ----- -------------------------------------------------------------------------- - -- 674361 . Database Version 4.1 Date Printed- 11-16-2015 Capacity Page 1 of 1 Reciuked Specifications For Angmai Wzste ManaLyement fle Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application.Any discharge of waste that reaches surface water is prohibited. 2. 'Where must be doeuamenIltationn in the design folder that the producer either owns or has an agreement for use of adequate land on which to Properly apply the waste. I the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/finer the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when here is a change in the operation, increase is the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed,the nitrogen needs for realistic crop yields based upon soil type, available moisture, Historical data, climatic conditions, and level of management, awnless there are regulations that restrict the rate of applications for other nutrients. 4a Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass Ater strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 ®Filter Strips). So Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see 4 Wea►ther and C➢innate in North Carolina" for guidance). ------------------------------------------------------------------------------------------------------.-- ------------------------------------------------------- 674361 Database Version 4.1 Date Printed: 1 111 6/20 1 5 Specification Page 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offffsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. So Animal waste shall not be applied to saturated soils 9 during rainfall events, or when the soil Sur:face is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste. to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered, M. Nutrients from waste shall not be applied in fall or winter for spring planted crops on sows with a high potential for leaching. Waste/nu trient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not one applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine ffaciflity seed on or after October 191995 shall Comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm small be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from feelHi>ties sited on or affner October 191995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be avv ied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of whys° 674361 Database Version 4.1 Date Printed: I in612015 Specification Page 2 IS. Animal waste shall not be discharged into surface waters, du°ainagewaysg or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist'% Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other° grassedt waterways,waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the enim v l waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms g pIlpe ruuas, etc.). Areas shall. be fenced, as necessary; to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be Dept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leafage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19, Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leafs, and spills, A regular maintenance checklist should he Dept on site. 20. Animal waste can be used in a rotation that incR odes vegetables and other crops for direct human consumption. However,if animal waste is used on craps for direct human consumption, it should only be applied pre-plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment iacToonso Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. { 674361 Database Version 4.1 Date Printed: 11/16/2015 Specification Page 3 22. Waste shall be tested within 60 Mays of utilization and soil shall lie tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a louver application rate th2nn a nitrogen based rate. Zinc and copper levels in the soils shall he monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of rive years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall he maintained for five (5)years. 23, Dead animals will he disposed of in a manner that meets North Carolina regulations. ----------------------------------------------------------------------------------------------------- - - ------------------ `" 674361 Database Version 4.1 Date Printed: 11/16/2015. Specification Page 4 Crop Notes The:following:crop note applies to field(s): P1:7.P18 Corn:CP,Mineral Soil,medium leaching In the Coastal Plain;cornis normall-planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety"green book"and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions.Plant 1.-2" deep.Plant populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when planting no-till:Phosphorus and potassium recommended by a soil test can be:broadcast or banded at planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young x plants.An accepted practice is:to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter.The rest of.the N should be applied about 30-40 days after emergence.The total amount of N is dependent on soil type. When including a.starter in the fertilizer program,the recommended potassium and.any additional phosphorus is normally broadcast,at planting.Plant samples can be:analyzed during the growing season to monitor the.overall nutrient status of the corn. Timely management of weeds and.insects are essential for corn production. The following crop note applies to field(s):•P1.1 Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained. Adaptation: Well-adapted. In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar.1 to Mar.31.Cover sprigs 1"to 3" deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to.dry mi sun and :wind.For.Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2'to 3' in the row.Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing ,conditions. Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2'rows spaced 1'to 1.5' in row., For broadcast/disked-in sprigs use about 60 bu/ac.Soil test for the amounts of lime,:phosphorus, potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in the establishment year in split-applications in April and July.For established stands apply 180 to 240 lb/ac N annually in split applications,usually in April and following the first and second hay cuts. Reduce N rates by 25%for grazing: Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in.North Carolina for more information or consult your regional agronomist,or extension agent for assistance: j ----------------------------------------------------------------------------------------------------------------------------------------------------------------- 674.361 Database Version 4.1 Date Printed: 11-16-*2015 Crop Note Page 1 of 5 The following crop note4pplies to fields):W,P7,PS Small Grain:CP,Mineral Soil,low 4eachable In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from October 15-November 20..For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%f6r each week seeding is delayed,beyond the optimum time.See the seeding rates.table for applicable seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase the initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre.Plant all.these small grains at 1-1 1/2"deep.Adequate depth control is essential.Review the NCSU Official Variety"green book and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions.Applyno more than 30 lbs/acre N at planting..Phosphorus and potash recommended by a soil test can also be-applied at this time.The remaining N.shoiild be applied during the months of February-March. The following crop note.applies to:feld(s): P10,Pl 1,P12,P.13,P14 Small Grain:CP,Mineral:Soil,medium.leachable In.the Coastal Plain,oats.and barley should t planted from October 15-October 30; and.rye from October 15-November 20.For barley,-plant 22.seed/drill tow foot and increase the seeding rate by 5%for -each week seeding is delayed beyond the optimum time. See the seeding rates table.for applicable seeding rate modifications in the current NCSU"Small'Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1.1/2"deep.Adequate.depth control is., essential.:Review the NCSU Official Variety"green:book"and information from private companies to select a,high yielding variety with the characteristics needed for your area and conditions.Apply no more than 30 lbs/acre Nat planting.Phosphorus and potash recommended by a sail test can also be applied at this time.The remaining N should be applied during the months of February-March. . ------------------------ -------------------------------------------------------------------- ---------------------------------------------- 674361 Database Version 4.1 Date Printed: 11-16-2015 Crop Note Page 2 of 5 The following crop note applies to field(s):P6,P7,P8 Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained, Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these.soils. In the Coastal Plain,hybrid bermudagrass.sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1 to 3" deep(1.5"optimal). Sprigs should be planted quickly_a$er digging and not allowed to dry in sun and wind:For Coastal and Tifton 78 plant at least 10 bu/ac in 3'.rows,spaced 2'to 3'in the row.Generally a rate,of 30 W/O is satisfactory to produce full groundcover in one or two years under good growing conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1:5'to 2' rows spaced 1'to 1:5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus, potassium and n icronutrients to apply preplant and for annual maintenance.Apply 60 to 100.lb/ac N in the establishment year in split applications in April.and July.For established stands apply 180 to 240 lb/ac N aaurivally in split applications,usually in April and following the:first and second hay cuts. Reduce N rates:bv 25%for grazing: Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or -extension agent for assistance. The following crop note.applies to field(s):P10,P12,P13,P14 Bermudagrass-CP,Mineral Soil,Moderately Well Drained. Adaptation:Well-adapted. In the Coastal Plain,hybrid bermudagrass:sprigs can be planted Mar. 1 to Mar.31.:Cow sprigs 1"to 3" deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.For Coastal and Tifton.78 plant at least 10 bu/ac in 3'rows,spaced 2'to 3' in the row.Generally a rate of 30 bu/ac is satisfactory to produce frill groundcover in one or two years under good growing conditions.Tifton 44 spreads slowly,souse at least 40 bu/ac in 1.5'to 2' rows spaced V to 15' in row. . For broadcast/disked-in sprigs use about 60 bu/ac.Soil test for the amounts of lime,phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July.For established stands;apply 180 to 240 lb/ac N annually in split applications,usually in April and following the first and second hay cuts. Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 3 05 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance: --- - -- - -- = - - - ---------------------=------------------ - - 674361 Database Version.4.1 Date Printed: .11-16-2015 Crop Note Page 3 of 5 The following crop-note applies to field(s): P 15,P 16,P17,P 1 g Wheat: Coastal Plain,Mineral Soil,medium leachable In the Coastal Plain,:wheat should be planted from October 20-November 25,Plant 22 seed/drill row foot. at 14 1/2"deep and increase.the seeding rate by 5%for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also,increase the initial seeding rate by at. least 10%when planting no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety "green book"and information from private companies to select a high yielding:variety with the characteristics needed for:your area:and conditions.Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a:sail test report can also be applied at this time.The remaining N should be applied during the months of February-March.The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. = Timely management of diseases,insects and weeds are.essential for profitable wheat production. The following crop note applies to field(s):P15,P16 Grain Sorghum . The following crop note applies to field(s):P17,P18 Soybeans-Full Seasori,Coastal Plain:Mineral soil,medium leachable The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20.Review the NCSU Official:Variety"green book'and information from.private companies to "select a high yielding variety with the characteristics needed for your area and conditions.Plant 2. seed/rov+foot for 7-8" drills;4-6 seed/row foot for 15"rows;6-8 smd/row footfor 30"grows and 8-10 seed/row foot for 36" rows.Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and adequate depth control is:essential. Phosphorus and potash recommended by a soil test report can be broadca.st.or banded at planting.Soybeans produce their.own nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre N are sometimes made at planting to promote early-growth and vigor.Tissue.samples can be analyzed during the growing season to monitor. the overall nutrient status of the soybeans.Timely management of weeds and insects is essential for profitable_soybean production. -------------------------------------------------------------------------- - --- --- ------------------------------ 674361 Database Version 4.1 Date Printed: 11-16-2015 Crop Note Page 4 of 5 r The following crop note applies to field(s)::P15,P16 Double-Crop Soybeans,Coastal Plain:Mineral.soiL medium leachable ouble-crop soybeans should be planted as early in June as possible with planting completed by July D 4th When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate plant populations.Review the NCSU:Official Variety"green book"_and information from private companuies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row:foot for 15"rows;6-8 seedlrow:foot for 30"rows and 840 seed/row:foot for:36"rows..Increase the seeding:rate by at least 10% for:no-till planting. Seeding depth should be 1-1 1/2"and adequate.depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Pall.Soybeans produce their own nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre N are soinetimes:made at planting to promote early growth and vigor.Tissue samples can be analyzed during the.growing season to monitor the overall nutrient status of the soybeans.Timely management of. weeds and insects is.essential for profitable double drop soybean production. r' ----------------------------------------- ------------=-------------------------------------------- ----------------------------- -------------- ---------- 674361 Database Version 4.1 Date Printed: 11-1672015 Crop Note Page 5 of 5 �i 1 i e f c ��(ill; lei' 011 !,r::: : ► to , Jt.fGil::.... ! }•_�,. .: •.. ,�. ,�5 - I:,yq.;: ,� p`I I�i..: •ir r! +, tiJ Is..Pt.� .... ! G . •�+.�: •ss Ju" .D }S, sr. .. -1. : s ...yr' i ".. .'•-& �:,;F� +.;w�..i1' .Ga.. :i..._J..._..i 1 .i-�a� DUPLIN COUNTY EMERGENCY ACTION PLAN DIVISION OF WATER RESOURCES (DWR) 910-796-7215 EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160 SOIL &WATER CONSEERVATION DISTRICT(SWCD) 910-296-2120 NATURAL RESOURCES CONSERVATION SERVICE(NRCS) 910-296-2120 COOPERATIVE EXTENSION SERVICE(CES) 910-296-2143 This plan will be implemented in the event that waste from your operation are leaking, overflowing, or running off the site.You should NOT wait until wastes reach surface waters or leave your property to consider that you have a problem.You should make every effort to ensure that this does not happen.This plan should be posted in an accessible location for all employees at the facility.The following are some action items you should take. 1. Stop the release of wastes.Depending on the situation,this may or may not be possible. Suggested response to problems are listed below: A. Lagoon overflow-possible solutions are- a. Add soil to berm to increase elevation of dam, any permanent alteration of the dam should be approved by a qualified technical specialist. b. Pump wastes to field at an acceptable rate. c. Stop all additional flow to the lagoon,hold wastes in the house if possible. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from wastes application field-actions include: a. Immediately stop wastes application. b. Create a temporary diversion or berm to contain the waste. c. Incorporate waste to reduce further runoff. d. Evaluate and eliminate the reason(s)that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinkler-action includes: a. Stop recycle(flushing system)pump. b. Stop irrigation pump. c, Close values to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush system,houses,solids separators-action includes: a. Stop recycle(flushing system)pump. b. Stop irrigation pump. c. Make sure no siphon effect has been created. d. Stop all flows in the house,flush systems, or solid separators. e. Repair all leaks prior to restarting pumps. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-possible action: a. Dig a small sump or ditch to catch all seepage,put in a submersible pump,and pump back into lagoon. b. If holes are caused by burrowing animals,trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the sidewalls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and what duration? c. Any damage noted,such as employee injury,fish kills,or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger(either on or off of the property)? I How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours,call your DWQ(Division of Water Quality) regional office, at 910-433-3300, after hours,emergency number: 1-800-858- 0368.Your phone call should include:YOUR NAME,FACILITY NUMBER,TELEPHONE NUMBER,THE DETAUS OF TE INCIDENT FROM ITEM 42 ABOVE,THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION OF MOVEMENT OF TIM SPILL,WEATHER AND WIND CONDITIONS,THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN,AND THE SERIOUSNESS OF THE SITUATION. b. If the spill leaves the property or enters surface waters,call local(EMS) Emergency Management Services at 910-296-2160 c. Instruct EMS to contact local Health Department. d. Contact local Soil and Water Conservation District,Natural Resources Conservation Service office at 910-296-2120 and Cooperative Extension Service at 910-296-2143 for advice/technical assistance. 4. If none of the above works call 911 or the sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair of the problem to minimize off- site damage. a. Contractors Name: b. Contractors Address: c. Contractors Phone: Page 2 6. Contact the technical specialist who certified the lagoon. a. Name: ra ,e-s Lt m k . b. Phone: 0-592-5 071 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage,repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 8. if you are a contract swine grower associated with a swine company integrator, contact the company representative at 9 10-592-577 1. 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E ()j § / c / w c ® ) ° w m _ L) g 2 . � � � 41 � � 2V \ 0 E E \ / / \ \ LA 0 M f \ 9 / / ƒ k k ) 2 = � E E ca a ° ® L 2 \ ƒ / o u m E n E a _ m ® E t m ( [ § E ® e E E ° ƒ M f / \ © % 2 k 2Ln a > t m E , R m = ° [ ® � LZ U- 12 w 2 = § ■ c = _ t e ° / E n o 0 0 = ± / t ƒ \ / . 2 \ § fg3 2 � f $ R@ 2 -0 f $ $ s E o u / \ 3 / ƒ \ \ \ E # § r- r- U \ % % g J G / 2 � 11 2 2 2 2@ 2 # 2 -j V) m % 4- 2 2 $ / \ § / § / / \ / / \ § § § u < < M $ $ Lnn t \ 6 6 U ¥ 0 E / � / q q 2 / g m m m ) ® 7 En§ ® - e U- L / = CR = c 2 e : / < < < < < 2 2 2 2 2 2 o I o = = £ = U u 2 U e C 7 < R < u u u w w z z 2 2 2 0 m . Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian_ Primary 5econdary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must beat least 300 feet from any flowing stream or public body of water (G.S.106403), The bottom of the burial pit should be at least one foot above the seasonal high water table.Attach buriaf location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC _. _.._. 1313.0200. Rendering at a rendering plant licensed under G.S. 106-168.7, Complete Incineration according to 02 NCAC 52C .0102. ® A composting system approved and permitted by-the NC Department of Agriculture&Con- sumer,Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit Is required from NC DBQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture•&Consumer Services(G.S. 106-54910), ® ID method which,in the professional opinlon�of the State Veterinarian,would.make possible the salvage,of„part of'a.daad animal`s Value without endangering human or animal health.' (Written approval by the State Veterinarian must be attached). ® Mass Mortality Plan Mass mortality plans are required for farms covered by an NPOES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement r�fiethods to be.used for mass mortality. The NCDA&CS Veterinary Divislon sup- ports a variety of emergency mortality disposal options;contact the Division for guidance. o A catastrophic mortality disposal plan is part of the.facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). o In.the event of imminent threat of a disease emergency,the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 10fi-399.4, Signature of Farm owner/Manager Date ? Signature of Technical Specialist Date � _A.\\yG-f P(/l)y)}�w� I F I t/(/�A I N SWINE OPERA TIO V 6, LAGOON 1 JOI NNY FUTRAL ROUTt I BOX 357 PINK HILL , Na Co uu • �A 4 RIM r im y 1.S t <2 im 7Jb0' C im SZ11 a 7 lzu ,�` �(/�' j) uu al ,� \• .� to cowon— } JZl4 b 4 �if ]Ili 1Li� � - tty \ ��• Q •Q t ftl L� � - IMP i .� 1z11 HUI cw GaxA • ]LIZ 1w IMi _ � !Zffi �iF � tFy yet�✓ _� Ill 1 im 9 t 9 Im �4 12m _ tr >� uu Jz \ `���ttltiETflllzP,,p I JCAp�/*,'P ,nlif� r, 9a L12 !Y7! ' 1!2! a SLAT. ? J: d y A� ¢ "M •-- ----.� .______ .,�.--- �� rye �� 1 ENGINEER/NGAPL-A41VNING-SUR VEYING CLAUDE L. WHITFIELD P.E. 4 PHONE (919) 778-4381 PA BOX 183 GOLMIMPn N C 97"n Operator:MR. JOHNNY FUTRAL County: DUPLIN COUNTY Date: 10/20/91 Distance to nearest residence (other than owner) : 1200.0 feet 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 2448 head (finishing only) x 135 lbs. = 330480 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. - 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs 2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 330480 lbs. SSLW x Treatment Volume(CF) /lb. SSLW Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW Volume = 330480 cubic feet 3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume - 0. 0 cubic feet i 1 . TOTAL DESIGN VOLUME Inside top length 235. 0 feet ; Inside top width 250.0 feet Top of dike at elevation 95.4 feet Freeboard 1. 0 feet ; Side slopes 2.5 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 94.4 feet Bottom of lagoon elevation 83 .4 feet Seasonal high water table elevation 83.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2:5 2.5 230.0 245.0 11. 0 AREA OF TOP LENGTH * WIDTH 230.0 2.45.0 5 61-5 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 3121 SAS 17 5. 0 190.0 SS2Z-6.U (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 .zl3,,S9y X 5` 202.5 . 217.5 5 0 (AREA OF MIDSECTION * 4) 4._ CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 56350.0 176175. 0 33250. 0 1.8 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = U. FT. 1,rB�,yak i E IT ! 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 235.0 250. 0 58750. 0 square feet Buildings (roof and lot water) Length * Width = 0.0 0. 0 0. 0 square feet r TOTAL DA 58750. 0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 330480 Lbs. SSLW * CP of Waste/Lb. /Day * 180 days Volume = 80705 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days' excess rainfall = 7.0 inches Volume = 7. 0. in * DA / 12 inches per -foot Volume = 34270.8 cubic feet i 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 36718. 8 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 80705 cubic feet 5B. 0 cubic feet . 5C. 34271 cubic feet 5D. 36719 cubic feet TOTAL 151695 cubic feet 6. SUMMARY Total required volume 482175 cubic feet 'r�8 z 5f8� Total design volume avail. cubic feet Min. req. treatment volume plus sludge accumulation 330480 cubic fe At elev. 91.5 feet ; Volume is 333623 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 450535 cubic feet At elev. 93:7 feet ; Volume is '448388 cubic feet (start pumping) Seasonal high water table elevation Y83.0 feet 7. DESIGNED BY: da 4 � APPROVED BY: -5 DATE: f O r o�/- .9 DATES: 6/e. 1171 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN l SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS Clearing: All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Cut-off Trench: --------------- A cut-off trench (when specified) shall be installed as shown in the plans. Construction: ------------- Construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior approval of the SCS. Earthfill shall not be placed in standing water and reasonable compaction of the fills shall be performed by the construction equipment or sheeps-foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they will need to be excavated a minimum of one (1) foot below grade and backfilled and compacted with a suitable material (ie-CL,SC,CH) . Refer to the soils investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: All exposed -embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction. i SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 2 .2 ACRES USE THE SEED MIXTURE INDICATED: 132 LBS. FESCUE GRASS @ 60 LBS. /ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 132 LBS. 'PENSACOLA/ BAHIA GRASS @ 60 LBS. /ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 30 17 . 6 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 66 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE) 0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 2200 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE) 4.4 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 220 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. f - LO • o . VOLUME OF CUT/FILL (CU YDS) BETWEEN SECT #R50 AND SECT #R500 JOB: FUTRELL DATE: 10-19-91 NAME: CLW FROM TO DIST VOL CUT VOL FILL NET VOL CUMM VOL 50 100 50 111 0 111 111 100 135 35 506 -104 402 513 135 140 5 92 -39 52 565 140 150 10 121 -101 20 585 150 180 30 1726 -313 1412 1997 180 200 20 2015 -207 1807 3805 200 250 50 4340 -830 3510 7315 250 300 50 3219 -1860 1358 8673 300 325 25 1181 -1423 -243 8431 325 350 25 805 -1769 -964 7467 350 385 35 555 -2876 -2320 5146 385 400 15 82 -1059 -977 4169 400 410 10 18 -435 -417 3752 410 450 40 16 -1062 -1046 2706 450 500 50 0 -1109 -1109 1597 TOTALS: 450 14786 -13189 1597 SECTION CUT & FILL AREAS (SQ FT) JOB: FUTRELL DATE: 10-19--91 NAME: CLW LINE SECT # CUT AREA FILL AREA 1 R50 0 0 2 R100 120 0 3 R135 660 -160 4 R140 331 -265 5 R150 323 -282 6 R180 2783 -282 7 R200 2657 -278 8 R250 2030 -618 9 R300 1446 -1391 10 R325 1104 -1683 11 R350 635 -2138 12 R385 222 -2299 13 R400 74 -1515 14 R410 22 -835 15 R450 0 -599 16 R500 0 -599 DISTURBED AREA (SQ YDS) BETWEEN SECT #R50 AND SECT #R500 JOB: FUTRELL DATE: 10-19-91 NAME: CLW FROM TO DIST CUT FILL GRADE 50 100 50 278 0 833 100 135 35 819 400 194 135 140 5 153 129 0 140 150 10 259 282 0 150 180 30 848 775 0 180 200 20 603 481 0 200 250 50 1418 1327 0 250 300 50 1290 1530 0 300 325 25 589 850 0 325 350 25 472 961 0 350 385 35 401 1455 0 385 400 15 83 634 0 400 410 10 62 392 0 410 450 40 174 971 0 450 500 50 0 640 0 TOTALS: 450 7450 10826 1028 19304 SQ YDS r _. SLOPE STAKE DISTANCES (FEET) JOB: FUTRELL DATE: 10-19-91 NAME: CLW LINE SECT # STAKE LT STAKE RT 1 R50 0. 0 200. 0 2 R100 0.0 200. 0 3 R135 0. 0 526.6 4 R140 37.4 525.1 5 R150 37.7 525.1 6 R180 36.3 522.9 7 R200 34.8 523.4 8 R250 27. 9 527.4 9 R300 21. 0 537.0 10 R325 18.9 538.9 11 R350 29.7 541.7 12 R385 99 .9 542.5 13 R400 129 .2 546.4 14 R410 143 .8 543 .9 15 R450 219.8 335.0 16 R500 219.8 335. 0 ,,,.....,::":: .. ...............::::......................................: : ;"':".:;:...:..,:,.a.:......:.....:......,.,......:.::..,:...:.::::,,,.:....:..:..,..,.........,..................:.:................,.................................... .,,, I ir;i• �Mil r !!III! 1!'i11 E Mill i Mil I. Mill Will if Mill III!HI !III; E I„III E IIIfII !IIIII ;;fill !!fill E HIM !dill E Will Hill! E �1111! IMII t III II Will fli�l 94111 Hill! E !1(I!I WIf lull( Will E MM !:i!i � flllll 1! L 1 i t i j!!III ,1�-�{, CZ HIM IIfIP .S�.!'•v Id c 4- 4 t�6.rS."O=i3.^ C LLL. Mill a— rB -b xe a •�- a-ga ,�+ �•a xt w --- I !iil�! `1 9 qr �7m T r- �-a - -ram '� M111 NJ Uv �11 a S' A � �+�.� .� e 0 �: n 115 1111!! f r:l f a 9s 4- — r2Will iii;, lfllli !!!�iI II!;tI1111nkltRiunlrurl:tnitlrlil!1{IlNlllttlt[tlFlllflnigaalillnit Itl I{Illllillllllllrtlltltl t 11 111111 Itlllllllltl II IP Iglu III IIIE II Illll 1 {I I 1 'iilfll!r{!irllt!lii!r II IflIIIII•I r!II !1 I , :• I I I t u 1 lu watul anu:u tnu{In nlulaarull annitununallnmauu on Ill unarinmuuuuulrinwnnl111111H I.i........I,I..!!1f.II?!I.IIHIlflllll!I!!1I!lill!:IlrIII!tall!I!!!Il!IIHIIIIIIlIltlgl#����I�ll�#ICI!lI�I!I!HllllllE�il,i'I!If�llllfl�lllllllllllllllll!111I1H!IIIIIIIIl11Illl!!!!llt�illlll�l�llIIHIIlfI!!I!!!!lllf!II#III!II!lillflll!U111111Ulilllll111H!ldlilllllllll!tI11111I1!filllll! 4 i CROSS-SECTION DATA -ROADWAY ' OPTION JOB: FUTRELL SECTION #R50 CUT AREA= 0 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= 0 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 92 . 5 0.0 92.5 0. 0 50 . 0 92 . 9 50.0 92.9 0.0 100. 0 93 .1 100.0 93.1 0.0 150. 0 95.4 150.0 95.4 0.0 200. 0 96.5 200.0 96.5 0.0 i i ..................................... ........... .. .....°....:::...........,.,.,.,......,.............°.:°:::...... ..,...........,.,..,,...,....,,,:.,:.,.....,...,.,...............................::............:::.......:, HIM ..,,..,,.,.°............. •I t HIM € !!lilt !?!fl? ! I#IIII iiril# l Ifllll ?III If IMP € #lil lflllf I if Ili I``III! f Ilifll ?!Ill! t .. . .. .. , ., „ . „ .. .. ,. „ ., .. „ , .. ., „ „ ., „ „ .. . .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. . .. .. .. .. � !IIIII !Illlf i illlli iiifl! � Ill?Ij !ili## 1 fuck liif i ...........:>�r�. ill01 L,�• - {i flllrr { ;Wi jiltij i it Iflll! # ±(I(t! !#Ilrl # fllld HIM lflllf Lllllli fllifl a-. ' r__ 11 a 0; -d-as '9 1 d"A [ III II{III Jam- q_r M It t s .f W-P 1L• 4..P -L. _& W-P a A 0 1%.r A I 1-4. J3> 62 �,a �� 0 .�� lflllf � .L � m f w IL-VLF -a..F IMF IA 9 8�JL---- - II(!i► #1I#Il H '-our nvit v a--a-%am 4- 0 *0'8 CA Ilifll !(fill 1s q-F H X A -Q'h JLa JLd A.d --'P 1= t r IL-TY a A I.&W-a wp Ilifll =fri as UL �. 1� +� ;L- A A A A -- IMF -. 1 4r ifflll lflllf i€Ili#lllilllllfllllltlkltlllSlSifitllN3113fE1;111i111NtlltllllliSlflflllf{{{if{SII{I!{£IISlttfltllSlllt1311113111111Ilift{!!{£{tiflflfitl311ilfikl{{lt{I111lllllNtiSl[1III{Ilplf{{ffiktlltllllttiiplktfit{{l31Ip113llllltllfllSllllltll3111111t1111113lIIlIIIitlliitNltlNNlilltill!{tilitl{litllitlllt!llitlllllfl[�l Ii#If IIIIIIIII#I#Uifllilllll[1€fill(il[IfI1lUfllliltl(Illllillfllilllfilll€IIIII[llll(IIII[Illiltlfllf(l#III€iIIIIliiiflll(IIIIlIIIIIIIIII[I#I#Ilifll€!€Illfi#I#illifllIIIII€111fllllllllllfll#ifI€Ifi(1[Illilllllllllllllfllllll(IIIIIIII€II{ItIfII#IffffllElillf!!lIII#flllllfflifllllflllfllElflllfllllf(flllllififl(il#III CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R100 CUT AREA= 120 sq ft DATE: 10--19-91 NAME: CLW FILL AREA= 0 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 93 .5 0. 0 93.5 0. 0 50. 0 94 . 5 50. 0 94.5 0.0 100. 0 95. 2 100.0 95.2 0.0 150. 0 96. 2 150. 0 94O'� 2 .2C 200. 0 97. 1 175.0 95:0 1.6C 250. 0 97.7 183 . 0 96.0 0.8C 200 . 0 97.1 0. 0 ! .............................................................................................................I HIM I HIMI II!(I IAIA I€III€ ! ?gill ` 1 11IIll I)fill L. ,.IIIIII Will Ifull IIIIII (full I [Bill IIIIII ! ulll! lliill I [IE[II r IIil1E -fl!I! f(Ifll I fill [full L IIAA (IIII[ 1 ,. ., „ „ .. .. .. . . .. .. .. „ .. „ ., ., , „ ., ., .. .. .. ., „ , •, ,. .. .. ., .. , ,. . . .. •, .. .• .. „ ,. ., , .. .. „ ., ., .. „ .. , .. .. ,. .. , [illll 1!I!€I ! Will All(► ! IIIIII HIM I )full ` r - [full flllll I _ - , Illill l I A I -•t' � fill Illill r #II I IIIIII it Ill IIIIII Illlli HIM llill Illill IiriA ! Illill Ill€II HIM I #€(!fl I r A IIIAI IIIIII re. T g m a--av •� 1(Illi !1(III Illill z , d. a-- , -1 , em ----% --,- �.m%.�.--- .2_JL.d2dm HIM Ifull 0 �_1 5 aka fl �'°'��'�' �• ,z- �- � (llili llllil :a .�' .� ��:� I l l ![IIII r� Q w I'• --- C C d-2 4 `ill 1 --• , c n 8tia AL m& 1lIIII Itll!.. �.� IL.-- ty � � . �. qr A A .L A .dR. 4„A IMP m--I a Pb !€fill IiI€I!1 11 Ilfl I11 111!II It111U Fli I � I tl Ill IAlilkill Ill(€I ` '}•Isl � I � I IIII I II II III; 1 IIII It III IF t I l It II IIII I IIIEIIEIIi 1 If F{IEill Illtlil 1 E lilt It Iltllltltllllillltliltlllllltltllll IFIFtFiIIII[FttI1lFlllllliltllilttl[ItltlIIIIII1tIlNtillllllll !I;�I,IIIII)III.IIII!,III#Irilllilillifll[IIllIIIflIIII1�IiIEIII!Ilfll#l!IAlifi!i!!!II!IIIIII#Illllllll�r`IIIIIIIliI1f IIIIIIIII111fIlIIIIIlI#I?IIII�IIIIIIIIIIII#IIIIIIlIIIIIIII(III#Illllfllll(I€IIIIlIIIr�illIIIIA(�IIIIIIAIfllfillllllllAfll[I[lfllAAIA#AIlAAfI(A[#IANI[lllglf llililfiflll#Alllfpiffllillli CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION OR135 CUT AREA= 660 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -160 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 93.f 0. 0 93 .1 0.5C 50.0 94.9 50.0 93.9 1. 0C 100.0 95.5 300. 0 94.4 3.4C 150.0 96.2 327. 0 98.9 0.9F 200.0 97.0 523 . 0 98.9 1.2F 250. 0 97.7 526.6* 97.7* 0. 0 300.0 97.8 350.0 98.2 400.0 98.4 450.0 -98,.2 500. 0 97.9 550.0 97.6 llii!1.......... r IIIHIM �!!I Mill I ' illffl 1!1I!( I r ll , i Illlii I ilifil Will t tfI1 I (f fIf Ilfl! Mill I ff!!I! Mill I Mill il(Il I fill! E ili(Il �llfl! # tlilil # € !bill illlll l k HIM 101h t HIM I , lilill illill --= illll HIM L_ „ �`� , n u , „ „ o u ,. •, a ,. „ „ . Ei Ill lilill t lilill HIM ik� !lilt! HI !iI!!I HIM I Illfif l�Illi i!ii! (llli t li I ly[ Mill Mill � -� ! {iflil lfllll "' . HIM 1= B ese 5qwr vLAle �A M � � � -MA � a �" 0 ,�� B llfll A m0qrA 1=JL WIF qtr 11 !flit!imit .. �--- ':� a-- - �` -_ a-.av - [l M !Elul (I!III. (Ill(IIlll�l ll IIIII Illllili tillallllllll 111111RI81HIRIEIIIi1i11i11tI11EI11111R111IIIIIIINpIR I11U1Ii31Nllilt}lIISIlIdtlililillRNl11lHNNIl1]Itlti ililillllttliliHliFiltll{till.Hlllpi.illllillllt.RillBlit1111RiPNtl111itil[lllitlliitllili1111i.Nlltllliliifl1111111ti.I111tifNllplliill!1 �lilllilil(li�il�flllf�liiill[Il�iIIIIIIIIlIili��[I!IiIIIIIflIIllf lllill3lllllilitllili!IIIIlIIIIIIllliflfll�li�llllllllIII(111111[IIIllll[Ililfl[lilli!IIIII(liltl[lIII[�IitII[I1IIIIIIiIfllllllflllIllil(llllllllllill(Iillililllliilff[illlilllilill!IIIIEIIiiIll!!lllllfifillllli![illi[![iiilliillRlllllli[lllilllHHliil CROSS--SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R140 CUT AREA. 331 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -265 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 93.6 37.4* 94.6* 0. 0 50. 0 94.9 40. 0 95.4 0.8F 100. 0 95.5 310. 0 95.4 2.4C 150. 0 96.2 335. 0 99:4 1.4F 200. 0 97. 0 515.0 99.4 1. 6F 250. 0 97.7 523.0 98.4 0.7F 300. 0 97.8 525. 1* 97.7* 0.0 350. 0 98.2 400. 0 98.4 450..0 98..2 500. 0 97.9 550. 0 97. 6 11#III I Illlll Mill I till I I Ilflil! € �fl 111l111 L, fElElf HIM Mill llifll fiN Mill I IIIIli Ilill! I ifEll! 11111! flElll ' 1l�flf HIM I !fill 1 - -7 �' '- fill!€ !fill t _ iji 1 fill HIM €1111! Mill Ilf1#I 1_r jillli - 11II'! ri;lll ?rl1Ef ,i!;l3 Ifllf€ jli�ll filil! fill! HIM I fll(I1 11114 ?IIIfI ?rill': a a r- r% -a +� $! rb 'lea art a-s srx- ffffll I11(il .� ---I•IQ.a' 45L JL a .e 9A ILA %..f JL JL q.P & S I a q.r.L ,.F ililj; Iiillf ILAL El atr M- 4r-M A 1= a IMP RL•q_p %p MP -' A 18 4 r A -_1L 4P it'll' ie O L 'G°j! rr *D 70 7 T r-.m a, 4- 44 a 70-1 ZZ 972, md! qj . 1bA1iJ d.L M. q= IL Tr o II_L.+.P w !€lilt JQf_01 1-- rr .t"L 4- ` 4 ---.... 0 J:� r- sr AE" 4- !WU ayll !!f3(i r?1±f1 ' IIL- Mill Rl Ill IR!Ill;1!11!101ImI Ill[III Iul1111 it, lIIIllill!tli!I!II!tgllliilllllli141111111li1lIlllllklllllRl3141llllltlll1111gilNl!III!IIEIil31111IIIItIIlllllllllllRilllllEIIIIIIIIil11RIIII1111111iLLlllillPlllll!t!:I!ilglitllaitlgllIli!IIIH{tllltllilllpUlllllllglilllCll!!HHlilllllllHlllllli€I€!h !f pI{ll;j1!III1!j!!ffilffl?I!101!0!ujr IM111?I Ili I1j(I€1!ilflf fi;(j(IIIlfllif(?fIR(I#II(Iflllllllll'1!#if I If1 f f lfl(I!I i ?? f I ! I !I '!I iiilli)f3j ;i i I "i i IEI€ii!! ilif! ?!!;3;31 i',!Oi!!li+r!r I !fp3!r' #1 f.I fl i , ,fl,lllll 1.11lIlIIIlI Ill€111II'L€I#Iflllflllllll!IIIIIlIIIill'1#EIIIII.lI#11..Efll1€,I.IIfI:,,,:,1„€,.fIL,IILIIlIIIiLIy.Iil,l.f„l,.ql,,..?(.. ,€ .:..I,.LL'I;..,.f.! CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R150 CUT AREA= 323 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -282 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 93 .7 37.7* 94.7* 0.0 50.0 95.0 40.0 95.4 0.7F 100.0 95.6 310. 0 95.4 2 .3C 150.0 96.3 328.0 98.4 0.6F 200. 0 96.9 377.5 99.9 1.8F 250.0 97.6 425. 0 99.3 1.1F 300.0 97.7 472 .5 99.9 1.9F 350.0 98. 0 523 .0 98.4 0.7F 400.0 98.2 525.1* 97.7* 0.0 450:0 98.1 500.0 97.9 550.0 97.6 .................. ..................... ....................................................................................... .............. ................................... ............. ............ fill!; �7 Mill I I IIIIII fill tOW i:jvi Mill Will ii1lif 0 n c 4-o *1 CA n Icz _16 4.r CIL A I= a I A N ifll!! -3 er 0 4.o 7 0 fmil ILIL a IL %Ja 10P! g rs IL . LM I T 10V T T rL--,.L 4-4& It on :NIP 1111i) " w V LA A -W'hA:j.UAA 1=q_- Tr Ip 31111 JL qp IM-1111 I1111'! �Hi!f a a 4- 13t 1Y 0 S 11 4. 4 1 1 - e 4-q_r UL %� La 19 w A A A a u &a _-n. I I MIN it 1111 IIIIIIIIIIH I Ill IM IMMIZINI 111111 Itil 1111[Ill IM 111111 lilltil III CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R180 CUT AREA= ' 2783 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -282 sq Pt CUT SLOPE= 3 .0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 93.5 36. 3* 94.2* 0.0 50. 0 94.5 40.0 95.4 1. 1F 100. 0 94.8 50. 0 95.4 0.9F 150. 0 95.4 80.0 8 3A 11.2C 200. 0 96.3 270. 0 83.4 13. 6C 250. 0 97.0 300. 0 95.4 11.8C 300. 0 97. 2 310.0 95.4 1.8c 350. 0 97.5. 312.5 94.9 2.3C 400. 0 97.7 330. 0 98.4 1.1F 450. 0 97.8 377. 5 99.4 1.8F 500. 0 97. 7 425. 0 98.8 1.1F 550. 0 97.2 472. 5 99.4 1.7F 520. 0 98.4 0.9F 522.9* 97.5* 0.0 Iq!#E I t � fllll! II#III I � „��• � 11811 i ,1i11 f -r' � t 1i111! 1 HIM I lffii III!!! f ;! _.fir- �; IIlIII III#II 1 Illlfl % 1n1i; !lfll! 111i## � : Il11#I Mid I i ! fi M !!!!II f 33 II" Ifllll 1.4 lfll!i I l ! #illll 'NY! r`• I tHIM I Ilfjll 1 � hill! �i;�!• I � � llllll 11fIHIM lE I � Ii 111111 iljlil �' � I!II( #III?! f (Ill#! 4!01 f!ilil 1 11111+. i�ifi# I '' 11flll 11�1I! I i # � ; Illjjr _ _ . 1llfll Will . I01P 111i1I a_m I .m a a r-a.,. �. 1 m � 0 Imi re � 111111 11II1! J , q1. a-J_% -IL " a-4. aA Q 4--r16 �OZ n -�$ �az-um-- .9 E1111! fill#IAA M- IL- � LrCLA 1 � �qp A �w a 64-rA----JLW-Pwi 1141 111111 na-L ` - a T'11rr1D7vT T a--amc4- m '0�nn iiM I#flll am a s --- `31: cZ-y a-a+ta 16 4- A' ; --.._ a3'17 0 qA Y.• cm iLp%.P a ,-.-k P.? A A A A e 10 L I.• !hill 1I111Ii1N11N11111F!IINII111 1111N11 I III 111111 1 R1 1111I111NI IM1"II111111181NHNN1118IM11"H11111411111111MINI 111111 IINIIItlNilllN1111i111111 NIi11Nil11NNIIIINI1INNI ` lllillll11111I11IIEI!Illllil#I�1111 IIIII#Illll{IliII11111i�1IlI#IlllII�1111111 I#111111#IIIl11lI1I��#IIIII11111111II II �111111111MMMIM1111RNI11111111111111#IIIi11i111lllllli111lII#!lllilllllllflil111111illll111111i11l1i1liIIIIIIIlt11111#IIllltfllllllllIII#lillillpllli#IIA#I#II#!Il111ilIIl11l1fif1111If1f!!flfllUlfilflfllfllllflfillllfllfiilfiiiliilllllifil!lliiii MM CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R200 CUT AREA= 2657 sq ft DATE: 10--19--91 NAME: CLW FILL AREA= -278 sq ft CUT SLOPE= 3 . 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 93 .1 34.8* 93.7* O.OF 50.0 94 . 0 40. 0 95.4 1.6F 100.0 94 .2 50. 0 95.4 1.4F 150. 0 94 .6 80. 0 83.4 10.7C 200.0 95.9 270.0 83.4 13 .3C 250. 0 96.7 300. 0 95.4 1.5C 300. 0 96.9 310. 0 95.4 1.6C ` 350.0 97.4 313 . 0 94. 6 2 .4C 400. 0 97.5 330. 0 98.4 1.2F 450. 0 97.7 377.5 99.2 1.7F 500. 0 97.5 425.0 98.4 0.8F 550. 0 97. 1 472 .5 99.2 1.6F 520. 0 98.4 1. 1F 523 .4* 97.3* O.OF I fill !fill! 1_. ., .. „ ,. ., „ „ ., .< , ;. „ ., . „ „ .. „ .. ,. „ „ . 11110 , if fill !INff i11111 J` „r.�„ r_ Mill liflll J fir ,,-;{ ,. I!!!11 liIll , ��' �Iw 111111 ! J W fillif IIIIII J.•r-� � '�.•�-;�' I !ElI!I flllfi L ,. ,. .. „ .,, • Ifll11 II!#E i i !fill! llifl! I!I1l1 ! # ! Mill r f!ill filit! I I i i1! liflll , i fJ Jill 11111! , �-•� �-••....�• •..- !!till fllllf ! � fllilf Jill!! J !!!fif HIM ! ; !!!l!l liifil J i!III! fill!! f l II l l �,. � .r•ot. . ® r a•s -,. � aw. � � �-.>P-: � d� •�• � �.��.- � � fill l! f l!!l l 1= JL T=%r M.9_a•-Mi,k zm m ar W-9 L qu IMF f A 18 ILr A-- 16Y liiill I(I!II r-• r •ti xv. -+.•,a �n%M- flitll !Kill ;,M a 'Wil rV 73,V T T - r% 4-." a 'J93+% �: 111111 .rY. aw Mill .� - - *� r ra •iJ- IIIEII i 9a �§. °�,ia A $r .L & �. L - 4,.fi A. R IF M-'� A IL, 11111! f Ii1l11 ( JIM! i t II t i l!II li l 411 ti utNil!?I k it i rt i t i u r a i i i t t i it u t w iu !i t t it illitlllli I t Iji IBIH i Ili i illllltllltllllillltlllllll i!I!Ilitiltillllllgtlililllllllgllli!!t...... IllEll !I!!IIIIIIIIIIilII111I1l1ill!IIIIIIi�1�IIlI�1IIIliIIlfill!rlllllllllllllllll!Iu1IIiiIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIlIIIIIIiIIIIIIIIIIIIIIIIIIIII#IIIIlIII11fIIlI11iIIIIIIiIIIifI#11111IiIIlIl1ll!Iliffl!IIiIIIflflfilifii11i111!iilff!Nliill!#Ilil1!IlifllflflEllllifilif1111if111ilfiillliillll!lfilf CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R250 CUT AREA= 2030 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -618 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 91.2 27.9* 91.4* O.OF 50.0 91.6 40.0 95.4 3 .9F 100. 0 91.3 50.0 95.4 3 .8F 150.0 92 .4 80.0 83.4 8.01C 200. 0 93. 8 270.0 83.4 10.81C 250. 0 94. 0 300.0 95.4 0.8F 300.0 94 .7 310.0 95.4 0.8F 350. 0 94 .4 313 . 0 94.4'' 0.21C 400. 0 95.3 330.0 97.4 2 .9F 450. 0 96.3 377.5 98.4 3 .6F 500. 0 95. 6 425. 0 97.7 1.9F 550. 0 94.5 472.5 98.4 2.5F 520. 0 97.4 2.3F 527.4* 95.0* 0.0 !#ilil I filfli f IN ll#! +' illlEl Mill a'Hill! I 1fElf! l!Illf f3 i (fE it Will I ii� fflill Will 1 i MM�u Hill! 1 11 ti ; ;-_ 7- i!ll!i it !!Eli will I I QIEIi !!IIfE � � Filll! #;Ilt Will !#Hli d ! 1 lf!i1i Will lill!i I ! d Mill Mill I i Oil !liflf d INII! !III!! I � � iElllf i#;!`•! ! ! !llffi ,;jr!,' it ICE!Ei Pill a jlli#I r llll llElf! l#I#II # 1 i + HIM 1 11114 ! i 1 �rll#! ll#Ili 11(Fi# -M d'6 9 fl - X% -,& 8 1'9. a, 4L 44,7 ?Ill?I 111#I I 1d 1• V _-J. 4-r Ct A U ■ R Jt 4C,P 4 W JL qu qu I A 0 0 9_r A- filii s" r- - r- am 11 ■ > 4-.rL - iiil l 4.4, ,A. 4r M- cr ck A W-F 1L•Lp 8 __r qA 'r A 18 R.r JL'--- � J ��i ?; .� ' F T IIEI; d� fl. Al LA Aliiffl TV quw I�III! Mill 'illlilialli!!i!!II!I{II11:Ht 1i1 qt lil!IllllllllIll1111mlil!milmoul111111111alkil101M1111111!Ilill1111111111111I11111IM111illlllll11111111111111111M11111111 I 1 tl ! ��•i'l Rli r' t ll 31111111111111Illlllllllil illlRlllliltlplltlllililil[II!Iglliit1111tI!tlltlL111NHtIlIilNlilllll!111Ellllatllltlltlllllll11.,11.. '� �:,!#!!il!!EI;i!II1111!!itk�'li!!illl#;#1lldi#1!#11#!!I!II#II(IlI#II#jll!II#III!i!II!III!EIII!(flflllfl!IIIIIEliIllllill#Iflititl#Ifl1l1#llifl!I!lIIIIIIEIi#II#I#iEI!IIII!!fllill1111111.1lill1lll111IIIIE!.Elflllil!lil!I!Ilifl!fE!lfllfil!IliffiEllffEill!ffEE!I!fl!EliliillfffllEl CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION OR300 CUT AREA= 1446 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -1391 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 89. 0 21. 0* 89.1* 0. OF 50. 0 89. 3 40. 0 95.4 6.2F 100. 0 89.2 50. 0 95.4 6. 1F 150. 0 90.2 80.0 83.4 5.8C 200. 0 91. 0 270. 0 83.4 7.9C 250. 0 91.2 300. 0 95.4 3.8F 300. 0 91. 6 310. 0 95.4 3.9F ' 350. 0 91. 1 315.0 94.3 2.8F 400.0 91.7 330. 0 96.9 5.7F 450..0 .92•.5 377.5 97.7 6.3F 500. 0 92. 1 425. 0 96.9 4.8F 550.0 91. 0 472.5 97.7 5.4F 520. 0 96.9._ 5.3F 537. 0* 91.3* 0. 0 ll.'I!I 1 fl�ic IIM! I!lll': 1 e; Hi�lii t I R II.I'I 111!€I J t: � i H ijli� WIN I ...ter- .. .. .. „ . 1 t "'"�' 1 E , !Skill f11j1. MIN !Ejl! I jf[II IIM; a,li! Ilf if! iill�l �fll! isU[ 8a .a-r. s r a-s �. r7. ■ t! -ae rsd2 rw wry- Iq 11141 :;;_;;� ..� � � � �.�: -•�: � r•7. � ��>@`� �� 7r� HI�� !full ii il, �..� 31. �• •.�•�• ® �a��y,7yc� ° $%5: ,per,AZ r A �a q r.L---.�� 1011i ?j!}jj Y d'•s a 0a I $ rr 0 Ai T T a-a^e .R 4-4& ° i�i°� d I}Ff#i M, 1= kr vlr 77 m AIA%.P Ira%-p fffff[ fllifl ill lt;::1Hai:iIMM11111211111MI Ili Rill 1 ill 1pa1aUillfl tildiiltl!1 lit IllililitillilRWRRIill Ill IIliltRililliltllilillillHa lilt til1 IM Il M"Itll11111111111!111llilltlllRililtillitilllilt U Ill lilt]Illlillilialliammi1191 Ill till I Ill IIliumi1111i1it Ill Ill IIImlliIRhillf[fl#i ft)i;l;•;:;1f!:•1;fs.;III!!�;ILL:;1111#illlllliil#lit'atllijiEilfl:i!filliljrl'!#III111f1 I # ! ..: l. lllllil}I,#IIINEIIIIIIIIIIi.11llllllllllllIII!#flllllllll(II#i#I[IIlIIlllllllillll##IIIIIIIIlllllififfilllllrillIll!fIIINI(fflllltllEllfllfflllElUillifffllldfll.If[,1,.,IlifflflUll#filililllllillpq, l CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R325 CUT AREA= 1104 sq ft DATE: 10•-19-91 NAME: CLW FILL AREA= -1683 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 88 .3 18.9* 88.4A O.OF 50.0 88.6 40. 0 95.4 6.9F 100.0 88 .8 50. 0 95..4 6.8F 150.0 89.4 120.0 83.4 5.6C 200. 0 89.9 270. 0 83.4 7.1C 250.0 90.3 300.0 195.4 4.6F 300. 0 90.8 310. 0 95.4 4 .7F 350.0 90.4 315.0 93.9 3 .3117 400. 0 90.5 330:0 96.6 6.1F 450. 0 91.0 377.5 97.3 6.8F 500. 0 90.8 425.0 96.6 5.8F 550. 0 90. 1 472.5 97.3 6.3F 520.0 96.6 6.OF 538.9* 90.3* 0.0 ........................ ............ ................ ................. .......................................... ..................... ............. M0 Mill !fill! L4 at ,lid % Mill wfl, S R, "L A G a R.F Rip 1L?L ILP JL W-P VIP 71 'L Mill if1jil RA A --3- __% IL R-r CL A W-F no q.F 9 %p qLp a a qr%Lj%- JL WJ 4LP ;.m 7L a qp IDIVT 111111 .r-e%.T-& 4--14 10 J:3-oz fa Milt qi� rL 111111 q-%A 4.-- Ll3a. A a A A - ga-IL-Lp Rr �-A a q, Mill Mill 111M lifilill)lillillifillitilifl 11 lit 11 �CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL -SECTION #R350 CUT AREA= 635 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -2138 sq ft CUT SLOPE= 3 .0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0. 0 87.5 29.7* 87.6* 0. 0 50. 0 87. 6' 30.0 87.4 0.1c 100. 0 88. 0 85. 0 95.4 7. 6F 150. 0 88.3 107.0 95.'4 7.4F 200. 0 88.5 172.0 83.4 4.9C 250. 0 89. 1 270.0 83.4 6. 0c 300. 0 89.9 300.0 95.4 5.5F 350. 0 89.3 310. 0 95.4 5-7F 400. 0 89.1 315.0 93.8 4.1F 450. 0 89.7 350. 0 96.6 7.3F 500. 0 89:6 377.5 96.9 7.8F 550. 0 88.9 425.0 96.3 6. 9F 472 .5 96.9 7.3F 520. 0 96.3 6.9F 541.7* 89. 0* 0. 0 it Mill # IIH(I !Illil # HIM !!!ill 1 IIlHI flll!! € lI1Hl lilt tc € Ilifit H iilll IMilt I 1 � r Mill !it•Iu L f I � � r HIM I j d Mill IIHH ! 1 _-6-1161 11 Iffll! t = IIII!f flill # � � HHH ll 1 ' Mill HIM I 1 i hill! 111111 Illlli 1 Mill Ilfifi ! �' 01111 I!il!! 1 HIM E, !1lHf !!ilif 11 ill I Mill till I IN lilt I!I!!i �irfr Mil! rz 'I rx : a r- am -L a• 1sv% -� mb �'1f!H! � ne M-4r CL A I 4r IMF l,ll!'• mp! Milf .3 -n r -& .r- -, , -g .., a c:V-,.b o n F2 ai. .9 na fa Milt 11101 ut JL ---I. I.- 4r CL A lC' � .F cF �� �4w Mill � A M ®q r A JL 111ILF W 111111 I!IIII ;,m 'L a L'A I qr'ID T T rr am rz -44 a 0 fiz !1f!! II(Ill qj 1�.F a X LA S J1Mmm"JW �•11=y r %.Tr v ,8"a�4 %y Iji!!r Iflfl! .r,, a •-- '� '� r-• .=-.r A% 4- A'' Z i� 1 --a-p-3 0 a--a-r JEL e, Ili!11 4r ILE I. - d:a ,aa � C� +� � 4• A A 1 A -- dr 40 � � +^�, a IL- Mil! S rlll�!dill lilt 11 ltii Im imull it it it uIilmul I itilmlutili lili11#iiiH It111111 it lilt mull I11[tit illlmili 111 till ltil lltil11111 i11It ltilll al liil ltltll1111E11[1111111111 llllillllli;111EI1111111iEillU llpl 11111i11umilllPilillltltUt]Rtilli11lOUINUUfUt7p FllE111111lIRlEBiIllltlUtlEilpt111!IIII III!I!I!I!H!I!lI1111#I!I!I!ill!I!I!IlIIIIlI!!lillf 11!lllf IIIH(II#II#!!iHI!H 1Hll(!IlIIII!!#li!IIIlIlIlllHR!!I!IIIIII lill!IlIIIII!#f if IlIIIl111lI!Ill#I!1il!!Hill!!i#IIIII!!!!!##lIIIIIHi!!lf IIIIlIili##lllllll!f!!!!!!1i11!iHlIHH!!!IIlI!ll!fH11#H!II!I!!p!flI!I!!If!!i!HI!Illi!I!!II!l!l!I!11!!f l!!!!1r!! CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL 'SECTION 0385 CUT AREA= 222 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= --2299 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3. 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 50. 0 87.5 99.9* 87.4* 0. 0 100. 0 87.4 100.0 87.4 O.OF 150. 0 87.2 153 . 0 95.4 8 .2F 200. 0 87. 6 174 . 0 95'.4 8.1F 250. 0 88. 1 241.0 83.4 4 . 6C 300. 0 88. 6 270. 0 83.4 4 .8C 350. 0 88. 1 300. 0 95.4 6.8F 400. 0 88. 1 310.0 95.4 6.9F 450. 0 88. 3 520. 0 95.4 7.4F 500. 0 8$. 2 542 .5* 87.9* 0.0 550. 0 87.9 .............................................................................. Illill i i!ifll MIN i ifUl! !IIEIf iflffl , 1 flfiil 11Eii „ ., „ „ „ . � , ., ., „ „ „ .. „ „ „ ,. „ }""'a . ,. ., . ,..,„ , „ .. ,, „ .1 .. ., „ . „ ., .. ., IMIII llill Illllf } t jl } Mill !IlMIN (li i #Elul IMI! i Ile } fi1E?� Mill Milliiffll ' k MillL „ „ •. ., ., „�'�„ :, „ „ ., „ „ „ ,. ,. „ ;. .,'r. ,• „ ,• ,. „ .. ., ;. NMI I HIM � . lEllli a I�liil IIIIEI i �, � f ' a ilfill il1M i E� S i3 HIM Ififil --7 " -� .... Will HIM i tl!#II ! �� �' h itEIN 4 MIN Mill i i ilNll HIM Mill 1 q !!fl11 I(I! (il ilElli � ,filii fll!!I ifllfi Ililll i i liilfl flfil! ftll i + + Il HIM liffii I Ililll .f-+< '1 r.. a o .-- a� -+I .R -ter. fa i iU Ilfilf q_r qjVIP p aW-F w a A 13 m 4r A llfl!! dam . Cz n � !1 ,�.,�.-- +I!!! 'rllll t S .� �� 4ZFL A �` n JL w �qj ��� � A ®R 4-r,�,-� ��A� illlll I:!., t�11► �' 0 b FUTRELL sec tltlll 74 sq ft 4. !jjE{ Ii(iiE II Hltl{I III I!l Il ll!tll ll Ili ll tll i II t I t II�Rlltll Illill I>RI III II Itlll illl ltl i illli tl Ii l 1113 II�UII 11 IiRlllll II tII IISRlIlI IIIIII!14lll llllllilElllllltlllittitl3tl7 t I 111tlt1111111t .`fl• 1lilfi�Ifl�Iffil,E((Ili11I{liill?tiifllllf�fl,IIIIIIifIIIIIIIIiIIIEIIfili#I#IIIiIIIIfI i t I l l Illit8pl1811EINtItII1HHt11lilliltiltiNlittltlliti[iillE!pE❑t01lUUlltlll!'lEli I I flf�fllllliflllllllElfllIll.Ifllllfll<lilt,il{IIItllllfliIIIII�IflililllEIIIEIIffIIIEEIififllllilglflilllllll#1fI111fIlfflllliflfilllfEllilllilllffillllli[liflff#ilililblflflMi11ifllli!IElfi!ld;�lfpl;{ililHlElElfifliifi CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION fR400 CUT AREA= 74 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -1515 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 100. 0 87.7 129.2* 87.2* 0.0 150. 0 86.8 130. 0 87. 4 0.3F 200. 0 87. 1 182 .0 95.4 8.5F 250. 0 87. 6 204.0 95'.4 8 .3F 300. 0 88. 1 270. 0 83.4 4.3C 350. 0 87.8 300.0 95. 4 7.3F 400. 0 87.7 310. 0 95.4 7.4F 450. 0 88. 0 325.0 90. 9 3. OF 500. 0 87. 6 535.0 90.9 3 .7F 550. 0 87..1 546.4* 87. 1* 0.0 qFlii _ --;; .......................................... . ......................... ., ... .. .......: .. .... ,: ..: . 01111 I(E!li !Iri!I 4 l �itlE tIH!!! III!1' Mill IMP jf!I!! fill I!!jii E. -• It!i!i �;i'iWill 11!,WiN ; 1 rir. 1!ip: is is E !.!!!i :'ilfl 1 E!ti:: Iiiji: 1!f!il .r'L Ng a a r- e1 rr a - rs4 4 iiliiilOn .r- •1 s-J L • ,L am e i • -ta. Z Ci �I r 3 vc .�.�.rs^a c ! ilif!i ILIL a. It. .-f• 1Lr-OL L q�Cq+�a � .L It-� %it•.r� �1 � A S A�A l-- lu w liM, -m IL - 'w E I rr &..P +ti.I R 6 .Z'-.!"L d9. � � tfA f!i?I.I .� �t•--- ►#:n .I9.' 4r i A A .� - q..!%.W%y m � YL +4 i?iiii "i I;rf,i i!fi( ":!f!I!!I!l!I IlH I MIN IW 1!.1;!:!IMII IPIII IIII I III IIU It M Ill IM II:II::IRIM 1111UIf1S1ilISI11SilIIIIIIIISIIIIIfII Ii II II111gIiI1tlIIIl UIII11111iE11111i 111131lISII III I 1 I ,e• „jlf li '� '" - %d ,%I : ': ;. ,I,II 13 UIII IIIIiIHllllllllillliR 11lillllpll[lINI11iII1fl111111RIIIIHtlilllllEllttlllill118[ilp!il[.l...l[IEIUIlINLl IIIHL1.n.!<. c :I I,j,Iql!yEnill!lluf,lur..I.j!,!,Iii!!,,I;r,!Iliirll„II,u!i„iill!!gl!!!!r!(II!IIUII!((I!!III?i!i!I(II?!(!E!!lil?!!I?!!I!I!I!I?I!IfI!I?I(1(11(fl(?I!I!I!!II!If!I!I!I(I(Ifll?I!I?IIII?I?II!I(I?!r!!I!I!!!?!!I(f!IH!I(1(IIIIII!!I!(!!f1!f!idlf(!I!!Ii!I!fl!I!!(!!I?!!!!!rf?!!!!if?I!!!!!!ff!I!jE?fE!!IEIf!?!!???! _ CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R410 CUT AREA= 22 sq ft DATE: 10--19-91 NAME: CLW FILL AREA= -835 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 . 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 100. 0 87.3 143.8* 86.9* 0.0 150. 0 86.8 145.0 86.4 0.4C 200. 0 87.0 203. 0 95.4 8 .4F 250. 0 87.5 225. 0 95.4 8 .2F 300. 0 87.9 275.0 85.4 2 .3C 350. 0 87.5 300. 0 95.4 7.5F 400. 0 87.2 310.0 95.4 7. 6F 450. 0 87.5 334. 0 87.4 0.2C 500. 0 87.4 543 . 0 87.4 0. 3F 550. 0 87. 1 543.9* 87.1* 0. 0 ...... .... .... .. .. .. ,................................................................... Irl I!IIII 1 � !• ii!fl! I' HIM; flij�j � !If!!I # IIII!! i#Miff Illi OL ##flli �!R iWIN t f#!ff# #mi lil E r �i Mil i!ljil I _ �, I#IIII e(i#i6 � •r• � �i ll#I#� !!lill Mill ee TM Tau %ilk ! r..• ; � � —i— -- _ �.... l#IIII !jlll! l 1 ;fllf! if-ail „ .. .. ., ., illf!! if1!i'I # II!I!I Tip r lfI#!l hill! # Il#llf or a t' -far m. 3ir CiL& i= �..P �• R.P _1L I A 9 1 !'1 '�" �-+. �• �1(il�� R.r l r . 7 5 8�A$ LcIa tC kd"x9 7i.0 Y.�• 1-p wit Jr— a-1. ate - 9 a�� f.�as �IIEI� 1:1{llltlllll{IIItIINIIIIIIIlN111111lp116U1lI1i31 it!! UllIRIIII fl illiIR131R11111 it 1 I1i131}IU3Uilttllll I II IIIIIg113111313 3111UIIIIIIIIIlIRt3111R1i131111313111111IIt131111111113H3i131131 it I HIM KZ 0 a 4- II#I!#lll!II<IlIII!!iIIIIII!III!!fifll!!II#!#Illf#IIU;�ilifl��illl<lIIIIf�E!����I#I##I#IIII##I#�II��I#II�#IIIIII#III#III#IIIII�I�I#�fIII#IlII##IIII11111#III#I#Illlfllllll#IIII#I#I#IllIIIII#I#I#II#Illlllllnllli#Ill!IIlI!IllillflllElflllfllllll1111llll!!!lllEililllfilllE!(itfilllil{fll11jijllllN111IiIllilII111111lf1lli CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R450 CUT AREA= 0 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -599 sq ft CUT SLOPE= 3 . 0 FILL SLOPE= 3. 0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 150. 0 86.4 219 . 8* 86.4* 0. 0 200 . 0 86.2 220. 0 86.4 0. 1F 250. 0 86. 7 280. 0 95.4 8. 3F 300.0 87.4 310. 0 95.4 8. 1F 350 . 0 87. 0 335. 0* 87.1* 0. 0C ;,,,,,,,".."..�.,...,,.,`,.•.n."..,,m'.."..n..,'u11......'......m..m.....umm.unm.m...,,......uunn.uuu..............,...........no...nn....w.nu.u,a............,.....,......,.......................................,.....<..,.,........,.....,.u..........�i!I'' flit.; 7 „ .. 'I!!!l >t Ifrl; !iil! # ;Hill I� it!. I;Ilil !lji� !jl;lj Ij'E! !lllll _ €I��ji !lllll E !l11#I IMP E #lilll .:.I. II##ff • !flll# { llll#! illFll F !!!! lIII#1 iPllf # � 111�II !I{III !III_!! I llllll �"! Illjll ,. I � i#fill: lilil# I fllll' !1#Ilf t Illfll will I!II!# fillll E !11�i !illli i i f # f � i i li#III Illfll !1#!# J- �! a �- -� # -1 !!i#1! +� JL � ,v -M. a.a . .ta 4. t .134 9z 11,21 -d- A r2fa Z m-o -- :m Ca Mill L arm Illlll a .r•, ra I Irp `_I L-`"ir *' r.ate a% & p 'o OZ�a MillI#!!!! 1 41 I s .�:a"" -•�=q-r •11..1 W-F wy III#!! " m --- 9—A a• . 4- A% m -- em fly! � "LlL IL---- v � �- �A A A A — M. A 4• !IlII! II#!Ilt€1 IIiIFI lilli 111 Itl£I 1lllllllEtlllllll 111£Illlllltllllllllll ll III 1 £ II£I IIFI£IIII 1111111 I1H111£IIIi1ti£ill Ilil{plllll€Ill£1311Illllillilllll€1€1lliilllllil{Itlllllllliltlllllllllllltlllllll£1£Illtlllli11£III£II££Ipllll£IIl11ilAUlIII£III££t111itlllltl£Ili£Itlltillllllltllll£I!I!!II !l#itl�!l�11lf1!I If!!I llff lif►!!!±Hill.,III#ili#!�IIIIIN!!II!!!II!I�II�!##���#���I���Iill�ll#IIII#I�lIlilll il#I!It1#lflllllllll�!I!I!Illlillll#Iliflfll#fIlllllli#III!III!U!I!I!It#I1111!!f!I!!!11lIIIIII!#Illlfll!fllllll#I!I!II!!I#I#!IIIIIi#liiif#flllll!I!f#!Ili#!!!!!I!!!!f?!l9fll!#!i!I#!ill!(i#IIIIII#I#(I CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R500 CUT AREA= 0 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= 0 sq ft CUT SLOPE= 3. 0 FILL SLOPE= 3 .0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 250.0 85. 8 250.0 85.8 0.0 300. 0 85.7 300. 0 85.7 0.0 350 . 0 85.7 350 . 0 85.7 0.0 OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment with minimum odor control. The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations, and the amount of fresh water added to the system. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre- charged to 1/2 ,its capacity to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 2 . The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application. 3 . Begin pump-out of the lagoon when fluid level reaches eleva- tion V,7 -0:0 as marked by permanent markers. Stop pump-out when the fluid level reaches elevation or before fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria) . 4 . The recommended maximum amount to apply per irrigation is one '(1) inch and the recommended maximum application rate is 0. 4 inch per hour. 5 . Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets . 8 . The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law.