The URL can be used to link to this page

Home My WebLink AboutWQ0004268_Field Report_20080214S& EC Soil & En-vironmental Consultants,, PA 11010 Raven Ridge Road • Raleigh,- North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www:SandEC.com ; Eagle.Resources,. - Attn: Eric Lappala • 4005 Lake Springs Ct. Raleigh, NC 27613 February.14,, 2008 - REVISED Febru_ary=16, 2009 Aro ect #10977.S1 • f.j F.EQ 2.0 2Of9 DEN RIALEIG1-.1 Fuld AL Soil Series and Saturated Hydraulic Conductivity Field Verification. Report Re: Allen Canning Project - Sampson County, NC Executive Summary: Soil.&.Environmental Consultants,: PA (S&EC) has performed a soil series field verification and hydraulic conductivity study -at the Allen Canning tract, approximately 11.5 acres in Sampson'County, NC. This report discusses the soil evaluation,the dominant soil series: encountered oii site; -and in -situ measurements of saturated hydraulic conductivity within.the variousmappedsoil units:._ • This report is being prepared .to" satisfy the requirements, set forth by 1'5A NCAC - 02T.0504(b, 1-3) concerning the soils report for wastewater irrigation systems. This reportdoes not contain all of the required informationneeded to complete the design of a spray irrigation system.' The goal of this evaluation was to provide soil characteristic' and hydraulic conductivity data for the next phase of design of a waste water irrigation , system. - NC Licensed Soil Scientists Larry Sink 'and Chris Murray, and soil scientist -in- training Edward Stephens completed the soil mapping fieldwork. in February 2008. Hydraulic conductivity analysis was competed in February 2008by NC Licensed Soil Scientist Chris Murray and,soil-scientist-in-training Edward Stephens.- • Introduction: S&EC traversed the tract and observed landforms (slope, drainage patterns, past use, etc.) as "well as soil conditions (depth; texture, structure, seasonal wetness, restrictive horizons, etc.) through the use of hand.auger borings. These borings were used to generate a'soil series map for.the.site' (Appendix 1). Each of these borings were advanced to,a depth of .. . 48"or auger refusal, were located with a GPS receiver arid are documented in the attached map and table of soil boring logs (Appendix 2a & 2b). Soil profile descriptions were also conducted at"Ksat.locations within each soil series to 1 foot below the deepest, soil horizon tested (Appendix,3). Within each soil' map unit, at, leastt-one soil profile description was conductedto T: Charlotte Office: . 236- LePhillip Court, Suite C Concord; NC 28025 - Phone: (704) 720-9405 - Fax: . (704) 720=9406 Greensboro Office: 3817-E Lawndale Drive - Greensboro, NC 27455 Phone: (336) 540-8234 , Fax: " (336) 54078235 SOB/Site Conditions: Based on the soils evaluation the upland. soils'on this tract within the proposed application areas are most similar to the Norfolk, Wagram, Goldsboro, Noboco, Tarboro and Kalmia soil series. At each boring location, the soils were classified by soil series name according to the standard methodology for soil classification employed by the Natural Resource Conservation Service (MRCS). After identification to the series. level, - _the soils were further categorized into map units based on similar morphological ,characteristicsand/or high frequency of association. The map units. were 1):Norfolk/Wagra'm; 2)'Goldsboro/Noboco and 3) Tarboro/Kalmia. As mentioned above,' boringlocations were approximated in the field using GPS technology.Likewise, unsuitable topographic areas were also approximated in the field using ,GPS technology. Soil areas thatcontained less than 18 inches to a seasonal high water table and/or contained unsuitable topography Were.determined'unsuitable and labeled "UN" on the attached map. Soil borings were also conducted outside ofthe fields provided to S&EC to evaluate the suitability of these additional areas,. Generally, -the soils within these -areas were w.iihindrainage/property line buffers and/or contained seasonal .wetness conditions :that made them unsuitable for the application of spray wastewater.:: • Hydraulic Conductivity Analysis: :Saturated hydraulic; conductivity(Ksat) measurements were conducted in the E,' Bt 1 and •Bt2 soil horizons -at three sites within the N orfolk/Wagram and Goldsboro/Noboco map. _ :units and in.the Bw.andC'soil.horizoris at three sites within -the Tarboro/Kalmia map umts by the conStant head. well.permeameter technique (also known as the shallow well: • - pump -in techniqueand bore hole permeameter method). These Ksat measurement sites: were .located with a GPS receiver and, are shown on•'Appendix 1. This procedure is • described in Methods of Soil Analysis,'Part 1.,• Chapter 29 — Hydraulic Conductivity of Saturated Soils: Field Methods, 29 = 3.2-Shallow Well Pump In.Method,•pp:758=763 - .and in the Soil•Science .Society of America Journal, Vol. 53, no. 5, Sept. — Oct. •1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic Conductivity of the Vadose Zone"' and "Comparison ,of the Glover Solution with the Simultaneous Equations Approach' for Measuring Hydraulic Conductivity." A volume of water was , applied arid measured•with time until a•steady state of water flow was achieved:' This y ,volume/time with.steady state -was used to calculate the.saturated hydraulic conductivity ofthe subsoil by the Glover equation. The geometric mean Ksat values by horizon within . each•map unit to•be used in water balance. calculations are included in Appendix 4 of this report. The Ksat data calculations/field data are included in Appendix 5. Table shows the recommended maximum annualirrigation precipitation rates -,based on saturated hydraulic conductivity analysis, appropriate drainage coefficients and effects of evapotranspiration (an addition of 2" per year to the 'overall soil drainage).,` Drainage - • coeficients'of 4%, 7% and 1 % are recommended iri water balance calculations for the Norfolk/Wagram; Goldsboro/Noboco and. Tarboro/Kalmia map'units,'respectively (a, - coefficient of 7%.for Goldsboro/Noboco was chosen within a range of <4 to -10% since excessive slopes"or'otherwise unsuitable site/soil conditions. were not observed within • -zones containing this map unit). Table 1. Maximum Annual Loading Rates Based on Saturated Hydraulic Conductivity Measurements. and Recommended Drainage Coefficients •,� Soil'Map Unit Geometric Mean'Ksat - Drainage Drainage t;" : Maximum Annual (in hr 1) ',' ,' . 'Coefficient : '(in hr.)(in yr 1).' • L-oadiing',Rate (in yr"1).:' •Norfolk/Wagram `"' ' 9.316 , : 4% " 0.0126 11;0.7'• _ •112 7-� ` Goldsboro/Noboco ,0.147 ; ' 7% 0.0103. 90.1. • '92.1 Tarboro kifinia %'= 3.83 . = 1% 0:0383' 335 7 - :-. 33.7.7 These measurements were made: in the -unsaturated soil zone, and are not. intended.:to-` 5" provide values of the saturated' zone, possible mounding or -the rate of water movement offsite. According to' 15A NCAC 02T.0504(e),.a hydrogeologic evaluation�will'be ;required bythe NC Division of Water Quality (DWQ) for' this waste water system `since the projected flowds to exceed 25,000. gallons per day (please see hydrogeological:.report; from; Eagle Resources,,P A for { Amendment of Existing Farm Access Roads Several access roads for farm: machinery exist on this property,: and are found within the suitable soils/proposed wetted -areas of irrigation Zones -16, 17, 18 and 18a.' These .roads, are tobe abandoned' per' the designengineer S&EC recommends the following to ensure the ,adequate removal of compaction from these areas: The use of a sub soiler, or similardeep=sharked tillage tool to, remove ',compacted -layers below: the soil: surface. This implement, should have a -working depth of at least 18 inches to ensure - adequate disruption of any hard=. pans that may occur under -the paths = Disking the- surface ofthese areas at the- tithe 'cif crop:establishment. ;,Applying litre and starter' fertilizers` per the -agronomist recommendations for•., thelsurrounding zonal areas;(pleaserefer to the' AgrOnOmist Report prepared by S&EC, .P':A: forfurther details), The combination of tillage outlined; above and the establishment` of a healthy cover: crop-. will bethebest way to preventor runoff in,these compacted, areas. ;It should be `,'' noted that, NC DWQ may require a reevaluation of these.areas by a licensed, soil scientist to ensure that compaction has: been properly alleviated prior to operation ,of thespray .fields: ' r Soil Fertility Analysis: The NC DWQ requires an assessment of soil fertility to be completed no more than one year prior to permit application. S&EC recommends waiting to sample until the final irrigation zones have been established. From these samples, an Agronomist Report and evaluation can be generated. Limitations in wastewater application may occur if nutrient, load to the spray areas (calculated based on predicted nutrient analysis of the waste stream) exceeds plant uptake during the growing season (please refer to the Agronomist Report prepared by S&EC, P.A. for further details). Maximum Instantaneous Application Rate: - Table 1 (see attached) gives the typical ranges of soil infiltration rates as a function of surface texture and slope. Most of the surface textures encountered on the site fell into the loamy sand to sandy loam category, with slopes ranging from2-6%o. The , recommended instantaneous application rate is therefore 0.5 in hfl., - Conclusions: This report discusses the general location of soils for on -site surface wastewater dispersal, and does not constitute or imply any approval or granting of a permit as needed by the client from the -NC DWQ. S&EC is a professional consulting firm that specializes in the delineation of soil areas for wastewater disposal. As a professional consulting firm, S&EC is hired for its professional opinion in these matters. The rules governing wastewater treatment (interpreted and governed by local and state agencies) are evolving constantly, and in many cases, affected by theopinions of individuals employed by the governing, agencies. If you have questions or require additional information, please do not hesitate to call (919)846-5900. Sincerely, G. Christopher Murray. NC•Licensed Soil Scientist #1284 . 'List of Appendices: • Appendix 1. AutoCAD Soil Series Map Appendix 2a.. Soil Boring Log Location•Map Appendix 2b. Soi1 Boring Log Data Appendix 3. Soil Profile Descriptions at Ksat Locations. Appendix 4. Ksat Summary Data. Appendix 5: Ksat Field Data. Table 1. Typical Ranges of Soil Infiltration Rates by Soil Texture and Slope. Basic Infiltration Rate (in hr-1)* • Slope Texture 0-3% 3-9% , 9+% - sands 1.0+ 0.7+ 0.5+ loamy sands 0.7-1.5 ' 0.5-1.0 ' 0.4-0.7 -. sandy loams and fine sandy loamy 0.5,1.0 0.4-0.7 very fine sandy loam and silt loam 0.3-0.7 0.2-0.5 , 0:15-0.3,' sandy clay loam and silty clay loam 0.2-0.4 - 0.15-0.25, 0.1-0.15 clay and silty clay. - 0.1-0.2 0.1-0.15. - • -< 0.1 Source:, Sprinkler Irrigation Association, Sprinkler Irrigation (1969) * Forgood vegetative cover, these rates -may be 25-50% greater. For poor surface. conditions, rates may be as 'much as 50% less. S& EC r. Soil &,Environmental consultants,. PA 11010 Raven Ridge Road • • Raleigh, North Carolina 27614 r Ph 'fie: (919) 846-5900 . t Fax.' (919) 846-9467 www.SandEC.com Eagle Resources, P,A. Attri:"Eric Lappala- 4005 Lake Springs:Ct: 'Raleigh, -NC 27613 February 14, 2008 Project #10977.S1 • Cc1JEDIGT ON SEC�101 :'13 ,1,\FERPROF" z009 Soil°Series. and Saturated Hydraulic. Conductivity Field Verification Report Re: Allen Canning Project - Sampson County, NC Executive Summary: Soil &`Environmental Consultants, PA (S&EC) has performed a soil series field verification and hydraulic' conductivity study at the Allen Canning tract, approximately 115 L'cres in Sampson County, NC. This report discusses the soil evaluation; the dots inant.soil series encountered: on -site, and in -situ measurements of saturated hydraulic' conductivity within the various mapped soil units: This report is being prepared to satisfy the requirements, set forth by 15A NCAC 02T.0504(b 1-3) concerning the soils report for wastewater irrigation systems. Phis report does not contain -all of the required information needed to complete, the design of a ' spray irrigation system. The goal of this evaluation was to provide soil characteristic and hydraulic conductivity data for the next._ phase of designof a waste Water irrigation — system tJC Licensed Soil Scientists Larry Sink and Chris Murray, and soil scientist -in training Edward Stephens completed the soil mapping fieldwork in February2008. Hydraulic cciKductivity analysis was competed in February 2008 by NC Licensed 'Soil Scientist Chris Murray and soil scientist -in -training Edward Stephens.: ' -Introduction: S&EC.traversed-the tract and observed landforms (slope, drainage patterns, past use, etc.) as.welas soil conditions (depth, texture, structure, seasonal wetne ss, restrictive horizons, etc:) through the use,of hand auger borings., These.borings were used to generate a soil series map for the site (Appendix 1). Each of these borings were advanced to a depth of 48'7.otanget.refusak were located with a GPS receiver and are documented in the.- - .. attached map and 'table of soil boring logs (Appendix 2a & 2b). Soil profile descriptions . were; also conducted at Ksat locations within -each soil- series to 1 foot below the deepest soil ,horizon tested ,(Appendix,3)., Within each soil map. unit, at least one soil: profile , -description-was, conducted to 7'.' . ' , , ` " . Charlotte Office: 236 LePhillip Court, Suite C Concord, NC 28,025 . _ Phone:. (704) 720-9405 Fax: - (704) 720-9406 ..Greensboro Office: 3817=E Lawndale Drive Greensboro, NC 27455 Phone: (336)540-8234- Fax: ,(336)540-8235 Soil/Site Conditions:". ,• Based on the soils evaluation the upland soils on this tract within the proposed application, areas are most similar to the Norfolk, Wagram, :Goldsboro, Noboco, Tarboro and Kalmia soil series. At each boring location, the soils were classified by soil series; name according to the standard inethodolo-gy for soil classification employed.by the . • .Natural Resource Conservation ServiceOIRCS): After identification to the'series level, the soils were-further'categorized into map units based on 'similar morphological" _characteristics and/or high -frequency of association. - Theidentified map units were- :1) Norfolk/Wagram, 2) Goldsboro/Noboco and 3) Tarboro/Kalmia. As:mentioned above, - • boring locations were approximated in the -field using GPS technology: Likewise, unsuitable topographic, areas were also approximated in the, field using GPS_ technology. Soil areas that: contained less than 18 inches'to •a seasonal high -water -table and/or • contained unsuitable topography were determined unsuitable and labeled "UN"• on the _ attached map. Soil borings were also.conducted outside of the fields provided to S&EC to evaluate the suitabilityof these additional areas. Generally, the soils within :these areas " were within drainage%property line buffers and/or contained seasonal .wetriessconditions _, that made'them:unsuitable for the application of spray wastewater.: • • Hydraulic Conductivity Analysis:' Saturated hydraulic conductivity (Ksat) measurements were conducted.in the E,-Btl and Bt2'soil' horizons at three sites within the Norfolk/Wagram and Goldsboro/Noboco map,' - units and in the Bw and C soil horizons at three sites within the Tarboro/Kalmia ma), units by the constant head well permeameter technique (also known'as the shallow well pump-in•technique and.bore.hole permeameter method). These Ksat measurement sites were located with a GPS receiver and are shown -.on Appendix 1. This procedure is described in Methods of Soil Analysis, Part 1., Chapter 29- Hydraulic Conductivity of Saturated Soils: Field Methods, 29 — 3,2 Shallow Well -,Pump In Method, pp. 758-763 -and in the Soil Science Society of AmericaJournal, Vol: 53, no. 5, Sept. — Oct. 1989',,"A Constant -head Permeameter for Measuring Saturated'Hydraulic Conductivity of the Vadose Zone" and "Comparison of the Glover. Solution with the Simultaneous — Equations Approach for Measuring Hydraulic Conductivity." A volume of water was applied and measured with time until a steady state of water flow was achieved. This volume/time with steady state was used to calculate the saturated hydraulic conductivity of the subsoil by the Glover equation. The geometric mean Ksat values by horizon within each map unit to be used in water balance calculations are included in Appendix 4 of this ;1 report. The Ksat data calculations/field dataare included in Appendix 5. Table 1 ,shows the maximum annual irrigation precipitation rates based on saturated hydraulic conductivity' analysis and recommended drainage coefficients. Drainage: -'coefficients of 4%, 7% and 1 % are recommended in waterbalance calculations for the Norfolk/Wagram, Goldsboro/Noboco and Tarboro/Kalmia mapunits respectively (a coefficient of 7% for Goldsboro/Noboco was chosen within a range of <4. to 10% since excessive slopes or otherwise unsuitable site/soil conditions were not observed within zones containing this map unit). i Table-1. Maximum Annual Loading Rates,Based On Saturated Hydraulic Conductivity Measurements and, Recommended Drainage"Coefficients., Soil Map Unit Geometric Mean Ksat -, Recommended "Drainage Drainage - ' (in h(1)' , - • - . " .Coefficient (in. ,h(') . (in yr"1) Norfolk/Wagram ' 0.316 , • ' . 4% ' . -, 0.0126 110.7 Goldsboro/Noboco -0.147 - 7%. 0.0103. '. 90.1 Tarboro Kalmia - 3.83 1% ' 0.0383 335.7 . These measurements .were made in the unsaturated soil zone and are not'intended to provide values of the -saturated zone, possible mounding or the rate of water movement off site. Accordingito15ANCAC 02T.0504(e), a hydrogeologic evaluation will be required by the NC -Division of Water Quality (DWQ) for this wastewater system since the projected flow is to exceed 25,000 gallons per day (please see hydrogeological report from Eagle Resources, P.A. for details). ' Soil Fertility Analysis: The .NC DWQ requires an assessment of.soil fertility'to be completed no more than one year:prior topermit.'application. S&EC recommends waiting to sample until the final irrigation` zones have been established. From these samples, an Agronomist Report and evaluationcan be. generated. Limitations in wastewater application may occur if nutrient load to,the;spray areas (calculated based on predicted nutrient analysis, of the waste stream),exceeds plant uptake during the growing season (please refer to the Agronomist Report prepared by S&EC, P.A. for further. details.. Maximum Instantaneous Application Rate: Table 1 (see attached) gives the typical-ranges'of soil infiltration rates as a function of surface texture and slope. Most of the surface textures encountered, on the site fell into the loamy sand to sandy loam category, with slopes ranging from 2-6%:` The recommended instantaneous application rate is therefore 0.5 'in Conclusions: This report discusses the general location of soils for on -site surface wastewater dispersal, and, does not constitute or imply any approval or granting of permit as 'needed by the: . .client from the NC DWQ. S&EC i's- a professional. consulting_ firm that specializes in the delineation -of soil areas for wastewater disposal'. As .a:professional consulting firm, S&EC is hired for its professional•opinion'in-these matters. The rules governing . wastewater treatment (interpreted:and governed by local-. and.state agencies) are evolving constantly, and in many cases, affected Eby the opinions- of individuals employed -by the governing agencies. • . ' ' If you have'questions or require additional information, please do not hesitate to call G Christopher Murray: ,NC 'Licensed Soil- Scientist #1284`. . Appendix 1: AutoCAD Soil Series Map Appendix 2a. Soil Boring Log Location Map Appendix; 2b.' Soil Boring -Log Data - Appendix 3.. Soil Profile Descriptions at Ksat\Locations. Appendix 4. 'Ksat Summary Data: 1 Table 1. Typical Ranges of Soil Infiltration Rates by Soil Texture and Slope. sands loamy sands. Basic Infiltration Rate (in In':-1)* Slope ,0-3% • 3-9% 9+%. 1:0+' - ' 0:7+ 0.5+ 0.7-1.5 0.571.0 0.4-0.7 sandy loams and fine sandy loams 0.5-1:0 0.4-0.7 0:3-0.5 very fine sandy loam and silt loam 0.3-0.7 0.2-0.5 0.15-0.3 sandy,clay loam and silty clay loam 0:2=0.4 clay and°silty clay- 0.1-0.2' 0.15-0.25 - 0.1-0.15 0:1-0.15-. °° <0.1 Source: Sprinkler Irrigation Association, Sprinkler Irrigation (1969) * For good vegetative cover, these rates .maybe 25-50% o greater. For poor surface conditions, rates maybe as muchras 50%Tess.` Appendix 2b - Soil Boring Log Data A A A 8 B Moist BC BC BC BC MdsI C Depth Depth Depth Color A Texture Structure B Deplh B Color B Texture Sw01ure Consistence Depth Color BC Texture Structure Consistence- Depth C Color CTexture C Shudure C Moist Consistence to Grey t0 Exp Series Soil Scientist Comment 0 ksat4 1 ksal6 2 ksat5 3 ksal7 4 ksat7 5 ksel9 6 ksat8 7 un wet w0adingt0n 8 lob 25Wide 9 we85 10 tob25' 11 t0b20 12 cul bank cutovedand flow 13 tob20 14 all 15 un10-woo4in910n 18 teb20 17 fob 18 8'pv0 crossing ditch 19 _ hyd cOnvayonce 20 he 21 tin wet 10 se! 22 on wet 10 sd rains edged 8d 23 fob B 24 dchcor 25 10bl& 28 tob15' sub surf file dlsch 27 toe 28 - d12' 29 10014' 30 31 1Ob14' 32 tab 33 stdch 34 dch oar 10 35 fob 25. 36 _ other way 37 fob 25' 38 _ atnerway 39 ksat8 40 ditch lob 20' 41 N/A - Location of GPS Data Points (Non Soil Borings) Unehwl<12tedgeopndbu6 42 well 43 - tab d 20' 44 sme llneok 45 sme line ok 46 drainage ditch 47 drainage ditchtob 20'width 48 _ unshed <18 rains 49 unshwt <18 rains 50 _ Unshwl <18 crselnly blohedsndwhr 51 unshwl <18 usolmy blchedandwtn 52 pado9s sink 53 c0xwlia so 51 sink 64 ksel3 55 knoll 56 poorly sand pacloYs mandarin 57 poodyd sand Bh mandarin 58 ksat2 59 soil lino 60 UN Rains SUM <18 61 UN- Ramos S(MT <12 62 UN- SHWT<18 63 UN- SHWT<18 64 UN- SHWT<18 —65- - UN- SHWT<18 68 - - _ _ _ _ __ golds/on 67 gulds/un 68 golds/un 69 UNSH T<78- 70 UNSHWT<18- 71 UN SHWT<18- 72 UN SHWT<18- 73 unrelnsl 1 sOtril fi �z »> es an-corloamy an es eudg m 104 g&g S Q s` § an cm_onarseloomy bb tombk/mmwm 8 g vi 5 11$- 6GE gg umBulpoom un uq - uwBulpoom un uu m a w maX 2888 g nobaco sink 1 ociallo sink sandy) BI 2Pg� ea"ae 91"aaaaaa`aa1. aaaa 1141 Seeeeeie$ S cm (wet 36-4B le Nobocco) an (wet36-0B is Nobocco) $ 8 z 2 nobocco sink cm cm =e pBB lig.aIg£g3e.„o;eee rczZjzz3z I!: � .2412 eeeeee88 5 r LL�rc�z 8$8$ Noboco Noboco Q ;�.z�z33z3r-t. g3aE aEeao I Kalmla&Slem I Noboco ogeoo9eSeoa tdmimma$333 .,ii. ,, Goldsboro 1 Goldsboro Goldsboro Goldsboro 00000000000000000000000000000000000000000000000000000000000000000000000 Rgg00<P0.2.1 RQg;mARMpmWAgrt2S:E.1R « Roe<moRRRgQ0000VA . 000;00RR;Ro4UP444 aaaaooeaadaaoa $ z E. 000000000000000000000000000000000000000000000000000000000000000000mo000 iiiiiiiiiiiiiiIii MUM i Ai 2122222 Milli Milli wool Aep Aeons wool Aep Apues aaIoa 2a222222 Milli 11 a g sandy day loam sandy day loam 1 z F III 22 E2i t 2 1 sandy day loam Mill '6 v'a'O'0'6 Miff sandy day loom 8i '0'0 g sandy day loam sandy clay loam wool Aep Amon wool Aep epees 15 as if 1 'o i 11111111111111111 a e e e n e G 1 Q n1 Q n e e a m I e l 11 e<0<ooee000ooQ<o<oe<Qeooee<.4 V4"4"4eeeeeRRRR000 Qo 000 a W44V44 « e b,[6:B6,11B6,8ffih,tr,b,hh666b,6hhb,amb,b1 ffi6B6,c ItaOellahhUb.b,e6B0BasIltahh ,b,8,b,hhh1166B,6666,b, 9�89pp8pp-33B_oo g$ p a q g q a a E E Q Q E E Q n a 1 1 1 n m 330 fi'€�i¢f'�€il�9l�91¢R€f393€ooa$€¢9§i3€¢F�0ff93339if€€Ff�§§1liii9`�i3 1 Q a D 1 E $_ Q 1 E Q 1 1 1 1 n E 5� 88 Q 1 gg 3 1 1 �e88 1 g v 1 1 1 g n 1 �� a a a n 1 1 c 1 8888p9 1 1 1 8� 1 1 gg 1 1 1 a E E _o8 Q Q E E 1 1 1 E 0 2 1 ��H 2 1 gg €133€€33 Q 1 U a 1 1 §3§$€€99€€99J€€1¢�¢�l€€l¢¢¢i€f§9§9f€€J1i�f 3 Q Q 1 a 1 1 a Q Q ammm,ARmvvv"mmmmmmcd,,,"mmmmmm,,m„mm..7, i.RR,r,,ovvansvv<a<°<vmmm,R,,,m" gni�nnm'mm^mmsomm0mm'mmmg,mm^mammS mcs.munFnn!E��"ryr �rmm`r0'im`$minapiiRRF_R..^F:imn an noboco cm noboco • iggs2.115ggatmOltg0hgstiliPligilogEgggEgggEigggog§oggg§gliiggPggis28: ' 1...Es OP ..g gg ff Eg 8 g g I § sg g dB glEgggb3ggg,g g 2.PP t g ii-i gEgg 72 g g i In .28 ggg ^T. I b gg Te g 1 7 ° §§ 00 onxispiop osocioN ligii§1B22141iiitaidii Ahoiwq22,iggwimmgg Tarboro Tarboro 2 1111110110114111114 1.-Appinag221gAP 22 EfA2 4-44' °I'S Norfolk Goldsboro/Noboco biiiiihiiimi§ §2g2—§Hiavq(1022 00000000000000000000000000000000000000000000000000.0000000000000000000000000000 P,,Pli9V,It=t--W4VV,v.,81Wg,11::TgAM:W.M.74444:2.°22A 4PIRRARA30,93gRAX4M0P,Sq842,9gARIR,==34004 .0.0000000...0.0.0...00.000.000.0..0000.0.0.00000.00000000.000.00000000000.00.0 00.00000.0000000000000000.0000000.0.000.0..0.0000.000..000.00.00000...0.00..... SI p ,, ..g ,. utE ,,. €€EgEgogggoteg „,,_ , " ..„ SA ISASAASAiliiiSESSEISESSAMMAESSESSESSE ll lial MIMI—AP:Mt 1 ttlittItMatt tAlit titttia6661fAttglAttli wool Fop Aping FEEl gggg iiif 2222 sandy day loam I ii gg if 22 sandy day loam sandy day loam sandy day loam sandy day loam MI 4444 ifi 222i sandy clay loam I sandy day loam II 4i if am EE 22 14 li sandy day loam wool Asp Abaco wool Asp Apocs ll11301A0p Apues wool Asp Spans sandy day loam l_sanAy clay loam sandy clay loam candy clay loam sandy clay loam E ! .0 I wool Sep Awn umoi Aop Apses sandy day loam sandy day loam 444444 Mill Miff li il If 11111151 44444444 11111111 HHHHHHHHHHHH 11111111111111111111P11111111111111111111 .7.4,34-44v4-4-4,344.14-44.44,4444444.74.4.10---.1.4234,14,414wwwww.74,4,4,4=4,Towvgm.rmwuumw.um thttbthhhhb-6666b,latr6 66666666trUtoblthhabtobhtothtabill511151511hhhhhtbhto hteb-hhhtbhttb,15666tctetcht6Ii H 11 loamy sand loamy sand HHHHHHH Iiiiiiiiiiiiii l'"'"'d loamy sand H li loamy sand loamy sand HIPHHHIPHDHHHHHHHHHPHHHH 1111121111111 11111111111111111111111 Milli loamy sand loamy sand I Mini Iliffif HHHHHHHHHHHHHHHHHHHHHHHHHHUHHPAHHHHHHHHHI ,,,,,mmv.gmc,,m_,,,,,m,,mmT,,,,m,,,,T,Rg.T.,,, RgMareneRMM.52i25,..EsinViaii:IME4FgW..]EHRECIMAPAREMFAMEEHEAPAHH5 232 10 black homy sand fir 48 brown sandy clay loam sbk firm 0 0 10 0 Rains es rains 233 10 brown loamy sand fir 48 brown sandy day loam sbk @m 0 0 26 0 Goldsboro es 234 8 brown loamy sand g 48 brown sandy clay loam sbk f 0 0 37 0 Nobow es 235 35 brown loamy sand fir 48 brown sandy day loam sbk firm 0 0 0 0 Wagram es 236 24 brown loamy sand g 48 brown sandy day loam sbk firm 0 0 13 0 Rains eswains 237 10 brown loamy sand fir 48 brown sandy day loam sbk firm 0 0 37 •0 Goldsboro es 238 10 brown loamy send g 48 brown sandy day loam sbk firm 0 0 42 0 Goldsboro/Nobow es 239 10 brown loamy sand fir 48 brown sandy day loam sbk firm 0 0 37 0 Goldsboro/Nebow es -- 240 13 brown loamy sand fir 48 brown sandy day loam sbk firm 0 0 30 0 - Goldsboro e5 241 10 brown sandy loam fir 48 brown sandy day loam 0 0 36 0 Goldsboro es 242 19 brown sandy loam fir 48 brown sandy day loam 0 0 20 0 Goldsboro os smppod matrix 243 15 brown sandy loam fir 48 brown or blable 0 0 30 0 Goldsboro wms0loamy av440 244 15 brown sandy loam g 48 brown fir triable 0 0 32 0 Goldsboro es 245 15 brown Sandy loam g 48 brown fir fdable 0 0 38 0 Goldsboro es 246 14 brown sandy loam fir 48 brawn sandy clay loam sbk friable 0 0 38 0 Goldsboro OS 247 8 brown sandylowm gr 48 brown candy day loam sbk friable 0 0 32 0 Goldsboro 05 248 13 brawn sandy loam g 48 brawn sandy day loam sbk friable 0 0 32 0 Goldsboro OS 249 8 brown loamy sand g 36 brown sandy day loam sbk friable 48 loamy sand gr 0 30 0 Goldsboro es 250 8 brown loamy sand gr 48 brown sandy day loam sbk friable 0 0 47 0 Nobow OS 251 10 brown loamy sand fir 48 brown sandy clay loam sbk friable 0 0 34 0 Goldsboro es 252 10 brown loamy sand 9r 48 brown sandy day loam sbk fdable 0 0 42 0 Nobow es 253 10 brown loamy sand or 48 broom sandy day loam sbk friable 0 0 0 0 Norfolk as 254 16 brown loamy send fir 48 brown sandyolay loam sbk firm 0 0 38 0 Goldsboro OS 255 10 brown loamy sand fir 48 brown Bondy day loam sbk firm 0 0 24 0 Goldsboro 256 10 brown loamy sand 9r 48 brown sandytlay loam sbk firm 0 0 38 0 Nobow es 257 18 brown loamy sand fir 48 brown sandy day loam sbk firm 0 0 44 0 Nob000 es 258 16 brown loamy sand gr 48 brown sandy day loam sbk fl. 0 0 35 0 Goldsboro es 259 12 brown loamyyynd 9r 48 brown sandy clay loom sbk firm 0 _ _ 0. _ _ _ 47 0 Nobow es 260 9 brown loamy Band. g 48 brown sandy day loam sbk Orin 0 0 42 0 - Nob0w es 281 9 brown loamy sand g 48 brown sandy day loam sbk firm 0 0 22 0 Goldsboro es 262 9 brown loamy sand g 0 brown sandytlay loam sbk firm 0 0 20 0 Lynchburg es 263 9 brown loamy Sand fir 0 brown wetly day loom sbk Orin 0 0 18 0 Lynchburg os 264 13 brown loamy nand 0 0 brown sandy day loam sbk firm 0 0 24 0 Goldsboro es 265 13 brown 10091y 6an0 IF 0 brown sandy day loam_ _sbk firth 0 0 22 0 Goldsboro es 266 13 brawn loamy sand Cr 0 brown gr friable 0 0 22 0 Goldsboro es wood. ton 267 24 brown loamy sand fir 0 gray sbk friable 0 0 22 0 Goldsboro os eloamy 268 15 brown loamy sand g 0 brown sandy day loam sbk friable 0 0 30 0 Goldsboro OS 269 9 brown loamy sand g 0 brown sandy day loam sbk friable 0 0 36 0 Goldsboro/Narrow es 270 9 broom loamy sand g 48 brown sandy clay loam sbk triable 0 0 20 0 Lynchburg es 271 14 brown loamy sand g 48 brown sandy clay loam sbk fdable 0 0 22 0 Lynchburg/Goldsboro SS 272 14 brown loamy sand W 48 brown sandy day loam sbk Diable 0 0 24 0 Goldsboro es 273 20 brown sandy loam g 48 brawn sandy day loam sbk triable 0 0 0 0 Wagram an 274 20 brown sandy loam g 48 brown sandy day loam sbk friable 0 0 0 0 Wagram cm 275 18 brown sandy loam g 48 brown sandy clay loam sbk (tlabia 0 0 34 0 Goldsboro do 276 22 brown sandy loam g 48 brown sandy tlayloam sbk friable 0 0 0 0 Wagram do 277 18 brown sandy loam g 48 brown sandy day loam sbk triable 0 0 38 0 Nobew cm 278 19 brown sandy loam qr 48 brown sandy tlayloam sbk finable 0 0 42 0 Nobow an 279 15 brown sandy loom g 48 brawn sandy clay loom sbk friable 0 0 46 0 Nobow an - NorlGolds trans Qine) 280 15 brown sandy loam g 48 brown sandy day loam sbk friable 0 0 0 0 Norfolk cm 281 15 brown sandy loam g 48 brawn sandy clay loam sbk friable 0 0 38 0 Nobow an 282 15 brown sandy loam g 48 brown sandy day loam sbk friable 0 0 38 0 Nobow cm 283 15 brown sandy loam g 48 brown sandy day loam sbk friable 0 0 38. 0 Nobew cm 284 16 brawn sandy loam qr. 48 brown sandy clay loam sbk friable 0 0 0 0 Norfolk cm 285 24 brawn sandy loom g 48 brawn sandy day loom sbk friable 0 0 0 0 Wagram crn 288 24 brown sandy loam g 48 brown sandy clay loam sbk friable 0 0 0 0 Norfolk cm 287 15 brown sandy loam fir 48 brown sandy clay loam sbk (enable 0 0 36 0 GoldsbOroMobow crn 288 15 brown Bondy loam g 48 brown sandy tlayloam sbk friable 0 0 30 0 Nobow cm 289 15 brown wetly loom g 48 brown sandy day loom sbk Mwie 0 0 40 0 Nobow nn 290 15 broom candy loam g 48 brawn candy tlayloam sbk friable 0 0 36 0 GabsberoMabow ern 291 24 brown sandy loam g 48 brown sandy day loam sbk fdable 0 0 0 ' 0 Wagram an 292 24 brown sandy loam g 48 brown sandy clay loam sbk friable 0 0 40 0 Nobow cm 293 18 brown ' sandy loam g 48 brown sandy day loam sbk friable 0 0 46 0. Nobow ran- Golds/Wag bans boring 294 20 brown sandyloam g 48 brown sandy day loam sbk friable 0 0 49. 0 Wagmm cm 295 22 brown sandy loam g 48 brown sandy day loam sbk friable 0 0 49 0 Wagram tin-Wag/Golds Trans Appendix 3 - Soil Profile Descriptions at Ksat Locations Site: Norfolk/Wagram/Noboco MU, Site 1 Location: Allen Canning County: Sampson County USGS Quad Name & Map Date: Turkey, NC 1984 Lat./Long. (NAD 83): 34.9704°N, 78.2400°W Current Vegetation: Open Field 0 N o. O 0 d 0 m .c °: 0 N m 0 Taxanomic Classification (Family Level): Loamy, kaolinitic, thermic Arenic Kandiudults Series Name: Wagram Landscape Position: Ridgetop % Slope: 0-3% Conducted By: CM Date: 2/6/2008 c 0 N c O c.) N G1 5 N d Y co A 0-10 10YR 3/3 - - - - moist LS Wk. Med. Gr FR NS NP E 10-20 10YR 6/3 - - - - moist LS Mod. Med. Gr . FR NS NP Bt1 20-50 10YR 5/6 - - - - . moist SCL Mod. Med. SBK FR SS SP Bt2 50-84 . 10YR 5/6 2.5YR4/8 - - Com Med • Conc. moist SCL Mod. Med. SBK FR SS SP Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 48"+ Drainage Class: W 00 2 Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: N O 0 V a) Goldsboro MU, Site 2 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Open Field a) N in O Taxanomic Classification (Family Level): Fine -loamy, siliceous, subactive, thermic Oxyaquic Paleudults Series Name: Goldsboro/Noboco Landscape Position: Sideslope % Slope: 3-5% Conducted By: CM Date: 2/6/2008 n c a) N c O U 2 1 0) w N 0) a) L V 4- 0) N d c A 0-8 10YR 4/3 - - - - moist LS Wk. Med. Gr FR NS NP E 8-16 10YR 6/4 - - - - .. moist LS Mod. Med. Gr FR NS NP Bt1 16-36 10YR 5/6 - - - - moist SCL Mod. Med. SBK FI SS SP Bt2 36-70 10YR 5/6 5YR 5/2, 2.5YR 5/6 Com Fine C&D moist SC Mod. Med. SBK FI S P BC 70-84 10YR 5/6 5YR 5/2, 2.5YR 5/6 Com Coarse C&D moist SL ' Mod. Med. SBK FR NS NP Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 38" apparent Drainage Class: MW 0 O Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: d .c Q d 0 0 1 O 0 c.) 1Z O Goldsboro MU, Site 3 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Open Field a d O c) x 0 d V d Taxanomic Classification (Family Level): Fine -loamy, siliceous, subactive, ther Series Name: Landscape Position: % Slope: Conducted By: Date: 0 c d N y 0 C) N O mic Aquic Paleudults Goldsboro Ridgetop 0-3% CM 2/6/2008 A 0-2 10YR 4/3 - - - - moist LS Mod. Med. Gr FR NS NP E 2-10 10YR 6/4 - - - - moist LS Mod. Med. Gr FR NS NP Bt1 10-36. 10YR 5/6 - - - - moist SCL Mod. Med. SBK FI S . P Bt2 36-61 10YR 5/6 5YR 5/2, 2.5YR 5/6 Com Fine C&D moist SCL .Mod. Med. SBK .FI. S P BC 61-84 10YR 5/6 5YR 5/2, 2.5YR 5/6 Com . Coarse C&D moist SL Mod. Med. Gr FR NS NP Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 36" apparent . Drainage Class: MW 0 x Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: 0 .c (1 C .c a) L. O O () co 2 1.1) 0 V of 4, O 2 Norfolk/Wagram/Noboco MU, Site 4 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Open Field 0 a) r O 5 0 0 t3 0 U X 0 d2 Taxanomic Classification (Family Level): Loamy, kaolinitic, thermic Arenic Kandiudults Series Name: Wagram Landscape Position: Ridgetop % Slope: 0-3% Conducted By: CM Date: 2/7/2008 > c r N y O U w N L V N O 5 A 0-6 10YR 3/4 - - - - moist LS Mod. Med. Gr FR NS NP E 6-20 10YR 6/6 - - - - moist LS Mod. Med. Gr FR NS NP Bt1 20-49 10YR 5/6 - - - - moist SCL Mod. Med. SBK FI SS SP Bt2 49-58 10YR 5/6 7.5YR6/3,2.5YR4/6 Com Fine, C&D moist SCL Mod. Med. SBK FI SS SP Bt3* 58-75 10YR 5/6 7.5YR 6/2, 2.5YR 4/6 Com Coarse C&D moist SCL Mod. Med. SBK FI SS SP BC 75-84 10YR 5/6 7.5YR 6/2, 2.5YR 4/6 Com Coarse C&D moist SL Mod. Med. Gr FR NS NP *Apparent water table noted at 72" Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 48"+ Drainage Class: W O0 2 Site: Location: County: USGS Quad Name &Map Date: Lat./Long. (NAD 83): Current Vegetation: 0 V Q 0 L 0 0 () 5 Goldsboro MU, Site 5 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Cleared Field d N d a d 0 ci C O 0 O .O d • 0) CD CA 0 i CD Taxanomic Classification (Family Level): Fine -loamy, siliceous, subactive, thermic Aquic Paleudults Series Name: Goldsboro Landscape Position: Sideslope % Slope: 0-3% Conducted By: CM Date: 2/7/2008 n r .N O () 5 w N W 0) v A 0-4 1OYR 3/4 - - - - moist . LS Mod. Med. Gr .FR NS NP AB 4-13 1OYR 6/6 - - - - moist SL Mod. Med. Gr FR NS NP Bt 13-32 1OYR 5/6 - - - - moist SCL Mod. Med. SBK FI . SS SP BC 32-60 10YR 5/6 7.5YR6/2,2.5YR4/6 Com Coarse C&D _ moist SL Mod. Med. Gr FR NS NP I Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 32" apparent Drainage Class: MW 0 0 2 Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: N d .c c) L 0) 0 Norfolk/Wagram/Noboco MU, Sitela Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Cleared Field Taxanomic Classification (Family Level): Fine -loamy, kaolinitic, thermic Typic Kandiudults Series Name: Norfolk Landscape Position: Ridgetop % Slope: 0-4% Conducted By: CM Date: 2/7/2008 0 c m N N O♦ 0 w 0 d w N 0) 0) u) 0 ca a A 0-6 10YR 3/3 - - - - moist LS Mod. Med. Gr FR NS NP E 6-15 1OYR 6/4 - - - - moist LS Mod. Med. Gr " FR NS NP Bt1 15-48 1OYR 5/6 - - - - moist SCL Mod. Med. SBK FI SS SP Bt2 48-58 1OYR 5/6 5YR 6/3, 2.5YR 4/6 Com Med. C&D moist SCL Mod. Med. SBK FI SS SP BC* 58-64 1 OYR 5/6 5YR 6/2, 2.5YR 4/6 Com Coarse C&D moist SL Mod. Med. Gr FR NS NP C 64-84 5YR 7/2 10YR 6/6, 2.5YR 5/8 Com Coarse C&D moist LS Mod. Med. Gr FR NS NP *Apparent water table noted at 62" Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 48"+ Drainage Class: W c O0 N x Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: N d .c v s a d 0 0 O 0 To L O D C) O Tarboro/Kalmia MU, Site 7 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Cleared Field d 0 • O d 0 ci 0 C) 0 d d Taxanomic Classification (Family Level): Mixed, thermic Typic Udipsamments Series Name: Tarboro Landscape Position: Terrace % Slope: 0-2% Conducted By: CM Date: 2/7/2008 w 0 d v L a 0 d N y O 0 0 A 0-11 10YR 3/3 - - - - moist SL Mod.. Med. Gr - FR NS NP Bw 11-43 10YR 5/6 - - - - moist SL Mod. Med.. Gr FR NS NP C1 43-64 7.5YR 7/4 - - - - moist LS Mod. Med. Gr FR NS NP C2* 64-84 10YR 6/4 5YR7/2 C Fine D moist S Sls. - SG FR NS NP *Redoximorphic features noted at 65" Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 48"+ Drainage Class: W 1 Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: L 0 0 V 1 {Q O O U d O Tarboro/Kalmia MU, Site 8 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Cleared Field U) d O 2 Taxanomic Classification (Family Level): Mixed, thermic Typic Udipsamments Series Name: Tarboro Landscape Position: Terrace % Slope: 0-2% Conducted By: CM Date: 2/7/2008 0 d N y O O w d O v O L w N CO 0 a A 0-9 10YR 3/3 - - - - moist SL Mod. Med. Gr FR NS NP Bw 9-52 10YR 5/6 - - - - moist LS Mod. Med. Gr FR NS NP C 52-84 10YR 5/6 - - - - moist S Sls. - SG FR NS NP Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 48"+ Drainage Class: W c 0 O x Site: Location: County: USGS Quad Name & Map Date: Lat./Long. (NAD 83): Current Vegetation: W N .c . Q 0 U K O O V O 2 Tarboro/Kalmia MU, Site 9 Allen Canning Sampson County Turkey, NC 1984 34.9704°N, 78.2400°W Cleared Field 1 d Taxanomic Classification (Family Level): Mixed, thermic Typic Udipsamments Series Name: Tarboro Landscape Position: Terrace uj G 2 4- v w N 1 v L. w EL H d v 7 N % Slope: 0-2% Conducted By: CM Date: 2/7/2008 c' d N' y O U O N a) c N r EL A 0-10 10YR 3/3 - - - - moist SL Mod. Med. Gr FR NS NP Bw 10-42 10YR 5/6 - - - - moist LS Mod. Med. Gr FR NS NP C* 42-84 7.5YR 7/4 5YR7/2 Com. Fine D moist S Sls. - SG FR NS NP *Redoximorphic features noted at 60" Restrictive Horizon: Type Depth Thickness Seasonal High Water Table: Depth Type (apparent/perched): 48"+ Drainage Class: W Appendix 4 - Ksat Summary Data, Allen's Canning Property Norfolk/Wagram Map Unit Goldsboro/Noboco Map Unit Tarboro/Kalmia Map Unit (in hr 1) (gpd ff2) (in hr 1) (gpd ff2) (in h(1) (gpd ff2) Site 1 Site 2 Site 7 E 0.063 0.95 E 0.504 7.57 Bw 2.687 40.35 Bt1 0.334 5.01 Bt1 0.022 0.33 C 11.623 174.51 Bt2 0.692 10.39 Bt2 0.102 1.53 Site 4 Site 3 Site 8 E 2.094 31.44 E 0.119 1.79 Bw 8.036 120.65 Bt1 0.124 1.86 Bt1 0.303 1.14 C 21.838 327.89 Bt2 0.144 2.16 Bt2 0.113 1.70 r Site 6 Site 5 Site 9 E 0.312 4.69 E 0.450 6.76 Bw 2.605 39.12 Bt1 0.884 13.28 Bt1 0.524 7.87 C 29.046 436.11 Bt2 0.318 4.77 Bt2 0.273 4.10 Geometric Mean Ksat (in hr"7) Norfolk/Wagram Goldsboro/Noboco Tarboro/Kalmia E 0.345 E 0.299 Bw* 3.83 Bt1 0.332 Bt1 0.512 C 19.46 Bt2* 0.316 Bt2* 0.147 *Most restrictive Ksat reading Appendix 5 - Ksat Field Data INFORMATION Date _ 2/6/2008 Measurement Conducted By CM, ES Job Name Allen's Canning,Site`1 .: Job Number 10977.S1 - - .._- - _- .-.-...; Weather Condition Clear Temperature - 55 •. - ISoil NorfolklWagram E Horizon Source of Water Tap Value - Units- . :." Radius of Hole 3 cm _ Depth of Hole _ 30.48 cm - Initial Depth of Water in Hole (H) 17.78 cm Final Depth of Water in Hole (H) - 16.51 cm _ Ratio H/r 5.5033 • - Start Saturation Time 9:18 Start of Steady -State Condition Time - No. of Reservoirs Used at Steady -State 2 - A factor in Equation [2] of Manual 0.00091786 - Hole Depth: Hi: Hr: inch cm 12 30.48 7 17.78 6.5 16.51 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm _ Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 9.20 ` ,..14.3 10.22 . "._" ° 11.9 62.00 2.4 252 4.06 0.22 5.37 1.32 11.25 10.4 63.00 1.5 157.5 2.50 0.14 3.30 0.81 11.32 ' 9.8 7.00 0.6 63 9.00 0.50 11.90 2.93 12.37 8.8 65.00 1 105 1.62 0.09 2.14 0.53 12.44 8.3 7.00 0.5 52.5 7.50 0.41 9.91 2.44 13.30 7.2 46.00 1.1 115.5 2.51 0.14 3.32 0.82 14.29 ;; 5.6 _ . 59.00 1.6 " 168 2.85 0.16 3.76 0.93 14.50 = 4.9 21.00 0.7 73.5 3.50 0.19 4.63 1.14 16.03 3 73.00 1.9 199.5 2.73 0.15 3.61 0.89 17.47 0 104.00 3 315 3.03 0.17 4.00 0.99 AVERAGE:. 25% of LTAR cm/hour F in/hour gpd/sq.'ft gpd/sq. ft 0.16 0.063 0.952 0.238 INFORMATION Date 2/6/2008 Measurement Conducted By CM, ES Job Name Allen's Canning;' Site 1 Job Number 10977.S1 Weather Condition Clear Temperature 55 Soil Norfolk/Wagram - Horizon Bt1 Source of Water Tap Value Units Radius of Hole 3 cm Depth of Hole 81.28 cm Initial Depth of Water in Hole (H) 16.51 cm (Final Depth of Water in Hole (H) 16.51 cm (Ratio H/r 5.5033 I Start Saturation Time 9:05 Start of Steady -State Condition Time l JNo. of Reservoirs Used at Steady -State 2 l IA factor in Equation [2] of Manual 0.00091786 - Hole Depth: Hf: inch cm 32 81.28 6.5 16.51 6.5 16.51 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 9.09 40.1,, 9.22 , 39.5 13.00 0.6 63 4.85 0.27 6.41 1.58 10.22 35 60.00 4.5 472.5 7.88 0.43 10.41 2.56 11.25 27.4 63.00 7.6 798 12.67 0.70 16.74 4.12 11.32 26.5 7.00 0.9 94.5 13.50 0.74 17.84 4.39 11.44 25.3 12.00 1.2 126 10.50 0.58 13.88 3.42 12.26 20.2 42.00 5.1 535.5 12.75 0.70 16.85 4.15 12.44 18.1 18.00 2.1 220.5 12.25 0.67 16.19 3.99 13.30. . .:11.9 46.00 6.2 651 14.15 0.78 18.71 4.61 14.27 . 3.7 57.00 8.2 861 15.11 0.83 19.96 4.92 14.50 N , . :. 0 23.00 3.7 388.5 16.89 0.93 22.33 5.50 AVERAGE: 25% of LTAR cm/hour 1 in/hour gpd/sq. ft gpd/sq. ft " 0.85 0.334 5.008 1.252 INFORMATION - - Date 2/6/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 1, Job Number 10977.S1 . Weather Condition Clear Temperature 55 Soil Norfolk/Wagram Bt2 Horizon Source of Water Tap ,. Value '.:° . Units Radius of Hole . - ,.3 cm Depth of Hole 142.24 cm initial Depth of Water In Hole (H) 15.24 cm Final Depth of Water in Hole (H) 16.51 cm Ratio H/r 5.5033 Start Saturation Time 9:15 IStart of Steady -State Condition Time No. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual 0.00091786 • , Hole Depth: Hi: Hf: inch cm 56 142.24 6 15.24 6.5 16.51 Clock Time ,_ Water Level Reading - Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day : gpd/sq. ft - 9.19 41.4 :,. :s"':=' r a . %s4 :, 5,1,-;/..7"-t;;Z:i'l„* . f' y: w h 9.22 40.7 3.00 0.7 73.5 24.50 1.35 - 32.38 7.98 10.22 339 60.00 6.8 714 ° 11.90 0.66 15.73 3.87 11.25 23 63.00 10.9 1144.5 18.17 1.00 24.01 5.91 11.30 `^21.4 5.00 1.6 168 33.60 1.85 44.41 10.94 11.41 18 11.00 3.4 357 32.45 1.79 42.90 10.57 12.26 ' ' ' 5.6 45.00 12.4 1302 28.93 1.59 38.24 9.42 12.44 " `' 0 18.00 " 5.6 588 32.67 1.80 43.18 10.63 y AVERAGE: 25% of LTAR cm/hour in/hour gpd/sq. ft gpd/sq. ft 1.76 0.692 10.389 2.597 INFORMATION - - Date 2/6/2008 ' Measurement Conducted By CM, ES Job Name Allen's Canning, Site-2 Job Number 10977.S1-_ Weather Condition Clear Temperature 55 Soil Goldsboro Horizon E ' "' '- Source of Water Tap Value Units Radius of Hole 3 cm Depth of Hole 30.48 cm Initial Depth of Water In Hole (H) -15.24 cm Final Depth of Water in Hole (H) 15.24 cm iRatio H/r 5.0800 Start Saturation Time - 10:15 !Start of Steady -State Condition Time INo. of Reservoirs Used at. Steady -State 2 A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: Hi: inch cm 12 30.48 6 15.24 6 15.24 Clock Time Water Level Reading Time Interval Change in Water Level Flow Volume' Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 10.18 37.9 11.35 23.4 77.00 - 14.5 1522.5 19.77 1.22 29.38 7.24 12.23 14.1 48.00 9.3 976.5 20.34 1.26 _ 30.23 7.44 - 12.39 11.1 16.00 3 ' 315 19.69 1.22 29.25 ' 7.20 13.32 0 53.00 11.1 1165.5 21.99 1.36 32.67 8.05 • AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 1.28 0.504 7.566 1.891 INFORMATION Date 2/6/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 2 Job Number 10977.S1 Weather Condition Clear - Temperature 55 - Soil Goldsboro' Horizon Bt1 _ Source of Water Tap Value Units _ Radius of Hole , 3 cm Depth of Hole 68.58 cm Initial Depth of Water in Hole (H) 15.24 cm .. Final Depth of Water in Hole (H) 15.24 cm Ratio H/r 5.0800 Start Saturation Time _ 10:09 - - -- Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State - - 2 A factorin Equation [2] of Manual ,0.00103176 Hole Depth: Hi: Hr: inch cm 27 68.58 6 15.24 6 15.24 Clock Time ., :: -- Water Level Reading Time lnterva Change in , Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft : 10.13 4.7 • - s § ;::a.,A,.,g ,;' yr gii 4. _.- WY+ 11.35 4 82.00 0.7 73.5 0.90 0.06 1.33 0.33 12.22 3.5 47.00 0.5 52.5 - 1.12 0.07 1.66 0.41 13.32 3 70.00 0.5 52.5 0.75 0.05 1.11 0.27 14.30 " 2.5 58.00 0.5 52.5 0.91 0.06 1.34 0.33 14.53 2.3 23.00 0.2 21 0.91 0.06 1.36 0.33 16.06 ' ` 1.7 73.00 0.6 63 0.86 0.05 -1.28 0.32 17.41 0 95.00 1.7 178.5 1.88 0.12 2.79 0.69 1AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 0.06 0.022 0.327 0.082 INFORMATION Date 2/6/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 2 Job Number 10977.S1 Weather Condition Clear Temperature 55 Soil Goldsboro Horizon Bt2" Source of Water Tap Value Units Radius of Hole 3 cm Depth of Hole 124.46 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm Ratio H/r 5.0800 Start Saturation Time 10:11 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State 2 A factor In Equation [2] of Manual 0.00103176 Hole Depth: Hi: inch cm 49 124.46 6 15.24 6 15.24 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 10.14 17.2 11.39 14 85.00 3.2 336 3.95 0.24 __ 5.87 1.45 12.25 - 12.8 46.00 1.2 126 2.74 0.17 4.07 1.00 12.39 12 14.00 0.8 84 6.00 0.37 8.91 2.20 13.32 10.5 53.00 1.5 157.5 2.97 0.18 4.42 1.09 14.29 8.6 57.00 1.9 199.5 3.50 0.22 5.20 1.28 14.53 - 7.8 24.00 0.8 84 3.50 0.22 5.20 1.28 16.07 4.4 74.00 3.4 357 4.82 0.30 7.17 1.77 17.41 0 94.00 4.4 462 4.91 0.30 7.30 1.80 AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 0.26 0.102 1.531 0.383 INFORMATION Date 2/6/2008 Measurement Conducted By - CM, ES Job Name Allen's Canning, Site 3.... Job Number 10977.S1 Weather Condition Clear - Temperature 55 (Soil Goldsboro Horizon E Source of Water Tap - - Value Units . Radius of Hole _ 3 cm Depth of Hole 25.4 cm Initial Depth of Water in Hole(H) 17.78 cm Final Depth of Water in Hole (H) 17.78 cm Ratio H/r 5.9267 Start Saturation Time - . 11:05 -- Start of Steady -State Condition Time INo. of Reservoirs Used at Steady -State - 2 A factor in Equation [2] of Manual - .0.00082276 - - - - Hole Depth: Hi: Ht. inch cm 10 25.4 7 17.78 7 17.78 Clock = Time Water.. Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day y'. - gpd/sq. ft Os. s,:, ,VA ,.. 11.10 25.5 • d Ly: 'aA `;- 4,1 11.16 24.7. 6.00 0.8 84 14.00 0.69 16.59 4.09. 12.14 19.5 58.00 5.2 546 9.41 0.46 11.15 2.75 12.19 19.1 5.00 0.4 42 8.40 0.41 9.95 2.45 13.41 13.7 82.00 5.4 567 6.91 0.34 8.19 2.02 13.54 12.8 13.00 0.9 94.5 7.27 0.36 8.61 2.12 14.19 "..-'_ = 11.3 25.00 1.5 157.5 6.30 0.31 7.46 1.84 14.58 9.1 39.00 2.2 231 5.92 0.29 7.02 1.73 15.56 5.7 _58.00 3.4 357 6.16 0.30 7.29 1.80 17.34 0 98.00 5.7 598.5 6.11 0.30 7.24 1.78 AVERAGE: _ _ 25% of LTAR cm/hour f in/hour gpd/sq. ft gpd/sq. ft 0.30 0.119 1.786 0.447 15.57 A O. V A (O W 01 A 13.431 N 0 N spy A CO 0) A Clock Time 0 L;.m 9.51 0) V 0) CO 0> 29.91 W O 'al W N co 35.7 35.3 cm Water Level Readin O) O co 38.00I 25.00 _ O o 84.00 5.00 N 0) 0 0 0)0 N 0 0 N 0 C. Minute Time Interval CD En A Co WN 11.41 O En N .o.. - 2.4 0.4 'cm Change in Water Level 0 (0 Ln (n A 0) C77 ON) V W 2521 I 252 42 Icm3 Flow Volume co O) co N N 0) -+A p is N 0) (O 0) I 7.881 21.00 0 3 W 3 7 Flow rate Q O W O 0o N 0.78 O :) — 0.881 0.781 O 0) CD O . VD 1.30I Icm/hour 7 co N �. 24.70I -.. Cl, V s -. Co V b.) -. V C— N N -, V -.. CO V NJ A A 0 -, .Visa 0 CO 0 Icm/day N O)) 0)A 00o co N AA(J7A 0)--ia0)O7 ->• OD -a s CO cn N Co co V Co co 77 Q. 43 S M a 0)) C M j O V 0 Z.) O W in (1) N COLO 3 0 i 5 0 UM 77 0. y .fl (D O d 7P m m N 01 IA factor in Equation [2] of Manual INo. of Reservoirs Used at Steady -State 'Start of Steady -State Condition Time 'Start Saturation Time. (Ratio H/r Final Depth of Water in Hole (H) 'Initial Depth of Water in Hole (H) 'Depth of Hole Radius of Hole 'Source of Water uozuoHl 0 'Temperature Weather Condition 'Job Number 'Job Name 'Measurement Conducted By 0) 'INFORMATION w 0.001031761 la)0 ' 5.08001 n A cno A O) 00) W N c m 'Tap I W< III i G O a 0 (0i7> 'Clear O co in Allen's Canning, Site 3 ICM, ES `. rn N O op , ,. cm 0 3 cm 0 3 C 7. 0) CO 91 v> o A A00) 1) 3 INFORMATION- Date 2/6/2008 Measurement Conducted By CM, ES Job Name - Alien's Canning, Site 3 Job Number 10977.51 Weather Condition Clear Temperature - ' 55 Soil Goldsboro -• Horizon Bt2 - Source of Water Tap Value -. Units r:. <. Radius of Hole Depth of Hole 109.22 cm " Initial. Depth of Water in Hole (H) 16.51 cm- ... . , Final Depth of Water in Hole (H) 17.78 cm' Ratio H/r 5.9267 Start Saturation Time 11:14 - - Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State • . •2 A factor in Equation [2] of Manual 0.00082276 Hole Depth: Hi: Hf: inch cm 43 109.22 6.5 16.51 7 17.78 Clock Time Water Level Reading - Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day --'« , - gpd/sq. ft ; 11.18 18.2 :u-:- .'. -11.48 ' 17.8 30.00 0.4 42 1.40 0.07 1.66 0.41 12.18 - 15.2 30.00 2.6 273 9.10 0.45 10.78 2.66 13.40 14 82.00 - 1.2 126 1.54 0.08 1.82 0.45 13.49 12.8 9.00 1.2 126 14.00 0.69 16.59 4.09 13.53 " "`<; 12.3 4.00 0.5 52.5 13.13 0.65 15.55 3.83 14.18 11.1 25.00 1.2 126 5.04 0.25 5.97 1.47 14.57 9 39.00 2.1 220.5 5.65 0.28 6.70 1.65 15.56 _ " •' 5.8 59.00 3.2 336 5.69 . 0.28 6.75 1.66 .17.35 "'" "0 99.00 . 5.8 609 6.15 0.30 7.29 1.80 AVERAGE: ' 25% of.LTAR cm/hour 1 in/hour gpd/sq. ft - gpd/sq. ft 0.29 0.113 1.702 0.426 INFORMATION Date 2/7/2008 Measurement Conducted By CM,•ES- Job Name Allen's Canning, Site-4 Job Number 10977:S1 Weather Condition Clear Temperature 55 Soil NorWag Horizon E Source of Water Tap - Value Units Radius of Hole 3 cm -' Depth of Hole 35:56 cm Initial Depth of Water in Hole (H) 16.51 cm Final Depth of Water in Hole (H). 16.51 cm Ratio H/r - 5.5033 - Start Saturation Time 7:45 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual 0.00091786 - Hole Depth: Hi: Clock " Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat " Ksat- Equivalent Ksat cm Minute cm cm3 cm3/min ' cm/hour cm/day gpd/sq. ft 7.48 39.5 Run 1 7.52 35.7 4.00 3.8. 399 99.75 5.49 131.84 32.47 7.57 31.2 5.00 4.5 472.5 94.50 5.20 . 124.90, 30.76 7:59 29.5 2.00 1.7 178.5 ' 89.25 4.92 117.96 29.05 8.01 27.4 2.00 2.1 220.5 110.25 6.07 145.72 35.89 8.04 25.1 3.00 2.3 241.5 80.50 4.43 106.40 26.21 8.09 -'' 21.1 5.00 4 420 84.00 4.63 - 111.02 27.35 - 8.31 0 22.00 21.1 2215.5 100.70 5.55 133.10 32:78 8.32 31.6 Run 2 8.34 29.7 2.00 - 1.9 199.5 99.75 5.49 131.84 32.47 8.59 0 25.00 29.7 3118.5 124.74 6.87 164.87 40.61 9.46 43.6 Run 3 10.16 17 30.00 26.6 2793 93.10 5.13 123.05 30.31 10.37 :0 21.00 17 1785 85.00 4.68 112.35 27.67 inch cm 14 35.56 6.5 16.51 6.5 16.51 AVERAGE: 25% of LTAR f cm/hour in/hour gpd/sq. ft gpd/sq.ft 1 Run 1 4.87 1.917 28.78 7.195 Run 2 6.18 2.434 36.54 9.135 Run 3 4.90 1.931 28.99 7.247 Overall Average 5.32 2.094 31.436 7.859 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name. Allen's Canning, Site 4 Job Number , 10977.S1 Weather Condition Clear. - .. = . Temperature 55 (Soil NorWag Horizon Bt1 Source of Water Tap - - - Value,., Units ... Radius of Hole 3 cm Depth of Hole 76.2 cm -- Initial Depth of Water in Hole (H) 20.32 cm . -_ Final Depth of Water in Hole (H) 20.32 cm Ratio H/r 6.7733 Start Saturation Time 7:56 Start of Steady -State Condition Time INo. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual 0.00067391 , - - -- - --. Hole Depth: Hi: Ht: inch cm 30 76.2 8 20.32 8 20.32 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day - gpd/sq. ft 8.01 18.8 . w" � �� k z�;'arw � , 54fAx ; •R :': +� .,,-� $p'.',J V i'.»..', • � rain., 8.33 16.7 32.00 2.1 220.5 6.89 0.28 6.69 1.65 9.01 14.8 28.00 1.9 : - 199.5 7.12 0.29 - - - 6.91 1.70 - 9.47 10.9 46.00 3.9 409.5 8.90 0.36 8.64 2.13 10.15 9.2 28.00 1.7 178.5 6.38 0.26 6.19 1.52 10.36 _ 7.9 21.00 1.3 136.5 6.50 0.26 6.31 1.55 10.56 6.6 20.00 1.3 136.5 6.83 0.28 6.62 1.63 11.05 5.9 9.00 0.7 73.5 8.17 0.33 7.93 1.95 •- 11.43 : 3.3 38.00 2.6 .273 • 7.18 0.29 -,. - 6.97 ` 1.72 12.18 0.9 35.00 2.4 . 252 7.20 0.29 . - . 6.99 1.72 12.29 0 11.00 0.9 94.5 8.59 0.35 - 8.34 2.05 AVERAGE: 25% of LTAR cm/hour -I - in/hour gpd/sq. ft gpd/sq. ft 0.31 0.124 1.861 0.465 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 4 Job Number 10977.S1 Weather Condition Clear Temperature 55 (Soil NorWag Horizon Bt2 Source of Water Tap Value Units Radius of Hole 3 cm . Depth of Hole 152.4 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm Ratio H/r 5.0800 Start Saturation Time 7:48 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: inch cm 60 152.4 6 15.24 6 15.24 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 7.52 13.3 8.32 : 11.5 40.00 1.8 189 4.73 0.29 7.02 1.73 9.00 10.2 28.00 1.3 136.5 4.88 0.30 7.24 1.78 9.47 ,: ,; , 8.2 47.00 2 210 4.47 0.28 " 6.64 1.64 10.16 '' , 6.9 29.00 1.3 136.5 4.71 0.29 6.99 1.72 10.36 5.8 20.00 1.1 115.5 5.78 -0.36 8.58 2.11 10.56 4.8 20.00 1 105 5.25 0.33 7.80 1.92 11.25 4.4 29.00 0.4 42 1.45 0.09 2.15 0.53 11.43 ---• ; _ 2.4 18.00 2 .. 210 11.67 0.72 17.33 4.27 12.17 0.7 34.00 1.7 178.5 5.25 0.33 7.80 1.92 12.29 = 0 12.00 0.7 73.5 6.13 0.38 9.10 2.24 AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 0.37 0.144 2.160 0.540 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES - Job Name Allen's Canning, Site 5 Job Number 10977.S1 Weather Condition Clear -. =_ .. - Temperature 55 Soil" Golds Horizon E .. _ .. . Source of Water Tap Value_ Units.:" Radius of Hole 3 cm , Depth of Hole 25.4 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm. [Ratio H/r- 5.0800 Start Saturation Time -8:45 (Start of Steady -State Condition Time . No. of Reservoirs Used at Steady -State 2 '• "" _ A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: Hr: inch- . cm 10 25.4 6 15.24 - 6 15.24 Clock Time. , Water Level Reading Time Interva Change in Water -Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day 9pd/sq. ft 8.48 .. 35.4 -. r: mot; € ,-':`z?s ?v r. t 8.56 34.1 8.00 1.3 136.5 17.06 1.06 25.35 6.24 9.56 23.5 60.00 10.6 1113 18.55 1.15 27.56 6.79 9.59 23 3.00 0.5 - 52.5 17.50 1.08 26.00 6.40 10.24 19.4 25.00 3.6 378 15.12 0.94 22.46 5.53 10.41 "" 16.5 17.00 2.9 304.5 17.91 1.11 26.61 6.55 10.58 13.8 17.00 2.7 283.5 16.68 1.03 24.78 6.10 11.13 " 11.1 15.00 2.7 283.5 18.90 1.17 .. 28.08 6.92 11.23 9.4 - 10.00 `- 1.7 178i5 17.85 1.11 ; 26.52 - . 6.53 11.41 6.2 18.00 3.2 336 18.67 1.16 27.73 6.83 11.54 3.5 13.00 2.7 283.5 21.81 1.35 - 32.40 7.98 ... , 12.14 0 20.00 3.5 , 367.5 18.37 1.14 27.30 6.72 r AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 1.14 0.450 6.760 1.690 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES " Job Name Allen's Canning, Site 5 Job Number 10977.S1 Weather Condition Clear - Temperature - " 55 Soil Golds Horizon Bt1 Source of Water Tap Value Units Radius of Hole 3 cm Depth of Hole 60.96 cm ' Initial Depth of Water In Hole (H) 15.24 cm Final Depth of Water In Hole (H) 15.24 cm Ratio H/r 5.0800 Start Saturation Time 8:51 Start of Steady -State Condition Time " No. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual - 0:00103176 Hole Depth: Hf: inch cm 24 60.96 6 15.24 6 15.24 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 8.53 34.2 °. 9.56 26.9 63.00 7.3 766.5 12.17 - 0.75 18.08 4.45 10.20 26.2 24.00 0.7 73.5 3.06 0.19 .4.55 1.12 10.23 21.6 3.00 4.6 " 483 161.00 9.97 239.20 58.92 10.42 18.2 19.00 3.4 357 18.79 1.16 27.92 6.88 10.58 15.3 16.00 2.9 304.5 19.03 1.18 28.28 6.96 11.13 11.9 15.00 3.4 " 357 23.80 1.47 35.36 8.71 11.23 10.3 10.00 1.6 168 16.80 1.04 24.96 6.15 " 11.40 46.5 17.00 -3.8 399 23.47 1.45 34.87 8.59 11.54 3.9 14.00 2.6 273 19.50 1.21 28.97 7.14 12.13 0 19.00 3.9 409.5 21.55 1.33 32.02 7.89 AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 1.33 0.524 7.871 1.968 (INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name • Allen's Canning, Site 5 Job Number • 10977.S1 Weather Condition - Clear : Temperature 55 (Soil Golds _ . • ; Horizon Bt2 Source of Water Tap - . ,. Value:-_ .. Units;-` _, Radius of Hole 3 cm Depth of Hole 83.82 cm Initial Depth of Water in Hole (H) ' 21.59 cm _ Final Depth of Water in Hole (H) - 22.86 cm (Ratio H/r - 7.6200 Start Saturation Time " 8:39 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State - . 2 ' -- A factor in Equation" [2] of Manual - 0.00056369 . • - '- - = Hole Depth: H,: inch cm 33 83.82 8.5 21.59 9 22.86 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day a ". °,.. -. gpd/sq. ft , .. 8.43 ' 38.3 fiarl ,4,, -, 14 ✓- ': x ' : s ~°+; 8.48 °- 37 5.00 1.3 - 136.5 27.30 0.92 22.16 5.46 8.56 = :. "'' : 35.3 8.00 1.7 178.5 - 22.31 0.75 • 18.11 4.46 9.43 =21,8 47.00 13.5 1417.5 30.16 1.02 24.48 6.03 9.55 l` 20.7 12.00 1.1 115.5 9.62 0.33 7.81 1.92 10.24 * 15 29.00 5.7 598.5 20.64 0.70 16.75 4.13 10.42 " 11.4 18.00 3.6 378 21.00 0.71 17.05 4.20 10.58 m"83 16.00 3.1 325.5 20.34 0.69 16.51 4.07 11.13 :,5.4 -15.00 2.9 " . 304.5 , 20.30 0.69 '- - 16.48 . 4.06 11.22 3.7 .9.00 " _ -1.7 178.5 19.83 0.67 16.10 3.97 11.40 0 18.00 3.7 - 388.5 21.58 .0.73 1732 - 4.32 AVERAGE: 25% of LTAR cm/hour . 1 in/hour gpd/sq. ft gpd/sq. ft 0.69 0.273 4.102 1.025 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES - Job Name Allen's Canning, Site 6 Job Number 10977.S1 Weather Condition Clear' .. Temperature 55 ISoll NorWag• Horizon E Source of Water Tap Value Units Radius of Hole - 3 cm - Depth of Hole 30.48 cm Initial Depth of Water in Hole (H) 15:24 cm ' Final Depth of. Water in Hole (H) 15.24 cm Ratio H/r - 5.0800 Start Saturation Time - 9:30 Start of Steady -State Condition Time No. of Reservoirs Used at. Steady -State 2 A factor in Equation [2] of Manual 0.00103176 Hole Depth: inch cm 12 30.48 6 15.24 6 15.24 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 9.35 35.4 9.44 34 9.00 1.4 147 16.33 1.01 24.27 5.98 9.51 33.1 7.00 0.9 94.5 13.50 0.84 20.06 4.94 10.01 31.9 10.00 1.2 " 126 12.60 0.78 18.72 4.61 10.04 31.4 3.00 0.5 52.5 17.50 1.08 26.00 6.40 10.28 28.2 24.00 3.2 336 14.00 0.87 20.80 5.12 10.38 27.4 10.00 - 0.8 84 8.40 0.52 12.48 3.07 10.59 " 24.3 21.00 3.1 325.5 15.50 0.96 23.03 5.67 11.11 22.9 12.00 1.4 147 12.25 0.76 18.20 4.48 11.49 - 18.2 38.00 4.7 493.5 12.99 0.80 19.30. 4.75 12.24 13.8 35.00 4.4 462 13.20 0.82 19.61 4.83 13.02 8.6 38.00 5.2 546 14.37 0.89 21.35 5.26 14.07 0 65.00 8.6 903 13.89 0.86 20.64 5.08 AVERAGE: 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 0.79 0.312 4.689 1.172 IINFORMATION I Date 2/7/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 6 - Job Number 10977.S1 Weather Condition Clear Temperature - - , 55 Soil NorWag Horizon Bt1 Source of Water Tap Value . Units Radius of Hole 3 cm _ .. Depth of Hole 71.12 cm Initial Depth of Water in Hole (H) 15.24 cm . Final Depth of Water in Hole (H) 17.78 cm Ratio H/r 5.9267 Start Saturation Time 9:37 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual . 0.00082276 Hole Depth: HI: Hr: inch cm 28 71.12 6 15.24 7 17.78 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 9.41 19.8 Run 1 9.43 18.3 2.00 1.5 157.5 78.75 3.89 . 93.30 22.98 9.44 16.7 1.00 1.6 168 ' ° 168.00 8.29 199.04 49.03 9.51 12 7.00 4.7 493.5 70.50 3.48 83.53 20.57 10.00 3.8 9.00 8.2 861 95.67 4.72 113.34 27.92 10.04 0 4.00 3.8 399 99.75 4.92 118.18 29.11 10.33 45.5 Run 2..,, 11.00 32.5 27.00 13 1365 50.56 2.50 59.90 14.75 11.10 27.8 10.00 4.7 493.5 49.35 2.44 58.47 14.40 11.48 12.7 38.00 15.1 1585.5 41.72 2.06 . - 49.43 12.18 12.21 0 33.00 12.7 1333.5 40.41 1.99 47.88 11.79 AVERAGE: 25% of LTAR cm/hour I in/hourgpd/sq. ft gpd/sq. ft 2.25 0.884 13.280 3.320 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 6 Job Number 10977.S1 - - Weather Condition Clear Temperature 55 Soil NorWag. Horizon Bt2 " Source of Water " Value Units Radius of Hole - 3 cm - Depth of Hole 144.78 cm initial Depth of Water In, Hole (H) 15.24 cm " Final Depth of Water in Hole (H) " 15.24 cm Ratio H/r - 5.0800 Start Saturation Time 9:25 IStart of Steady -State Condition Time No. of Reservoirs Used at Steady -State - 2 A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: Hi: inch cm 57 144.78 6 15.24 6 15.24 Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume. Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 9.31 35.7 s4.. 9.36 35.1 5.00 0.6 63 12.60 0.78 18.72 4.61 9.51 _ _ - 33.4 15.00 1.7 178.5 11.90 0.74 17.68 4.35 10.00 .. 31.8 9.00 -1.6 168 18.67 1.16 27.73 6.83 10.29 28.3 29.00 3.5 367.5 12.67 0.78 18.83 4.64 10.34 27.9 5.00 0.4 42 8.40 0.52 12.48 " 3.07 11.00 024.6 26.00 3.3 346.5 13.33 0.83 19.80 4.88 ' 11.11 r; °:, ,23.3 11.00 1.3 136.5 12.41 0.77 18.44 4.54 11.49 ='18 3 38.00 5 525 13.82 0.86 `20.53 5.06 12.24 13.8 35.00 4.5 472.5 13.50 0.84 20.06 4.94 13.02 9.3 38.00 4.5 472.5 12.43 0.77 18.47 4.55 14.09 = 0 67.00 9.3 976.5 14.57 0.90 21.65 5.33 ITRAGE: 25% of LTAR /hour I in/hour gpd/sq. ft gpd/sq. ft .81 0.318 4.772 1.193 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES - - Job Name Allen's Canning, Site 7 Job Number 10977.S1 Weather Condition Clear- - Temperature 55 - Soil - TarrKal Horizon , Bw - Source of Water Value Units Radius of Hole 3 cm Depth of Hole 71.12 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm !Ratio H/r 5.0800 Start Saturation Time 2:19 - Start of Steady -State Condition Time _ No. of Reservoirs Used at Steady -State 2 A factor in Equation [21 of Manual 0.00103176 Hole Depth: H1: inch cm 28 71.12 6 15.24 6 15.24 Clock Time - __ Water Level Reading Time Interva Change in, Water Level Flow Volume Flow rate Q Ksat Ksat' Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft -14.22 41.9 Run 1 , o- ,. t .. 14.29 29.7 7.00 12.2 1281 183.00 11.33 271:89 66.97 14.35 19.5 6.00 10.2 1071 178.50 11.05 265.20 65.32 14.42 9.7 7.00 9.8 1029 147.00 9.10 218.40 53.79 14.44 5.5 2.00 4.2 441 220.50 13.65 327.60 80.69 14.45 4.1 1.00 1.4 147 147.00 9.10 218.40 53.79 14.47 3.1 2.00 1 105 52.50 3.25 78.00 19.21 14.48 2 1.00 1.1 115.5 115.50 7.15 171.60 42.27 14.49 0 1.00 2 210 210.00 13.00 312.00 76.85 14.50 45.7 Run 2 14.52 40.5 2.00 5.2 546 273.00 16.90 405:61 99.90 14.56 36 •4.00 4.5 472.5 118.13 7.31 -175.50 43.23 14.57 34.7 1:00 1.3 136.5 136.50 8.45 202.80 49.95 15.00 31.3 3.00 3.4 357 119.00 7.37. 176.80 43.55 15.01 - - 29.3 1.00 2 210 210.00 13.00 - . 312.00 76.85 15.03 ` . '"' 28 2.00 1.3 136.5 68.25 4.23' - 101.40 24.98 15.12 17 9.00 11 1155 128.33 7.94 190.67 46.96 15.16 11.4 4.00 5.6 588 147.00 9.10 . 218.40 53.79 15.20 7.2 4.00 4.2 441' 110.25 6.83 163.80 40.35 AVERAGE: - 25% of LTAR cm/hour I in/hour gpd/sq. ft gpd/sq. ft 6.83 2.687 .40.345 10.086 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 7 Job Number 10977.S1 Weather Condition Clear Temperature 55 Soil TarrKal . Horizon C Source of Water Value Units Radius of Hole 3 cm Depth of Hole 139.7 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm Ratio H/r 5.0800 Start Saturation Time 2:22 Start of•Steady-State Condition Time INo. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: Hf. Clock Time Water Level Reading'' Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 14.45 39.4 Run 1 14.46 36.8 1.00 2.6 273 273.00 16.90 405.61 99.90 14.48 29.5 2.00 7.3 766.5 383.25 23.73 ' 569.41 140.25 14.50 18.6 2.00 10.9 1144.5 572.25 35.43 850.21 209.41 14.51 14.9 1.00 3.7 388.5 388.50 24.05 577.21 142.17 14.52 7.1 1.00 7.8 819 819.00 50.70 1216.82 299.71 14.53 3.6 1.00 3.5 367.5 367.50 22.75 546.01 134.48 14.54 0 1.00 3.6 378 378.00 23.40 561.61 138.33 14.56 36.9 Run 2 '. 14.58 26.6 2.00 10.3 1081.5 540.75 33.48 803.41 197.88 15.00 19.2 2.00 7.4 777 388.50 24.05 577.21 142.17 15.02 5.9 2.00 13.3 1396.5 698.25 43.23 1037.42 255.52 15.04 0 2.00 5.9 619.5 309.75 19.18 460.21 113.35 in ch cm 55 139.7 6 15.24 6 15.24 AVERAGE: 25% of LTAR ( cm/hour in/hour gpd/sq. ft gpd/sq. ft J Run 1 30.23 11.900 178.673 44.668 Run 2 28.82 11.345 170.35 42.587 Overall Average 29.52 11.623 174.510 43.628 l INFORMATION (Date 2/7/2008 - (Measurement Conducted By CM, ES Job Name Allen's Canning, Site 8 . Job Number 10977.S1 Weather Condition Clear -. . Temperature '55 Soll TarrKal Horizon Bw .. Source of Water Value Units Radius of Hole - - 3 cm Depth of Hole 55.88 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm (Ratio H/r 5.0800 Start Saturation Time 3:08 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State . `2 `•. - A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: Hi: Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day . ..... + gpd/sq. ft : ,. :a.- 15.27 37.3 ?< ,:a a doe .zs,, u * 11' _:15.28 34.1 1.00 3.2 336 336.00 - 20.80 499.21 122.96 -15.29 30.8 1.00 3.3 346.5 ` : 346.50 21.45 514.81 126.80 15.30 27.7 1.00 3.1 325.5 325.50 20.15 483.61 119.12 15.31 24.4 1.00 3.3 346.5 346.50 21.45 514.81 126.80 15.33 18.9 2.00 5.5 577.5 288.75 17.88 429.01 105.67 15.34 15.8 1.00 3.1 325.5 325.50 20.15 483.61 119.12 15.35 12.7 1.00 3.1 325.5 . 325.50 20.15 483.61 119.12 15.36 9.7 1.00 3 315 315.00 19.50 . 468.01 115.27 15.37 6.4 1.00 3.3 346.5 346.50 21.45 - 514.81 126.80 15.39 0 2.00 6.4 672 336.00 20.80 499.21 122.96 inch cm 22 55.88 ' 6 15.24 6 15.24 AVERAGE: 25% of LTAR cm/hour in/hour gpd/sq. ft gpd/sq. ft 20.41 8.036 _120.652 30.163 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name Allen's-Canning, Site 8 10977.S1 Job Number Weather Condition Clear Temperature 55 Soil TarrKal Horizon C Source of Water Value Units Radius of Hole 3 cm Depth of Hole 152.4 cm Initial Depth of Water in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm 'Ratio H/r 5.0800 Start Saturation Time 3:09 Start of Steady -State Condition Time INo. of Reservoirs Used at Steady -State 2 A factor in Equation [2] of Manual 0.00103176 Hole Depth: Hi: Hf: Clock Time Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 15.39 34.5 - 15.40 25.6 1.00 8.9 934.5 934.50 57.85 1388.42 341.98 15.41 15.4 1.00 10.2 1071 1071.00 66.30 1591.22 391.93 15.42 87 1.00 6.7 703.5 703.50 43.55 1045.22 257.44 15.43 0 1.00 8.7 913.5 913.50 56.55 1357.22 334.29 inch cm 60 152.4 6 15.24 6 15.24 AVERAGE: 25% of LTAR cm/hour in/hour gpd/sq. ft gpd/sq. ft-1 55.47 21.838 327.887 81.972 INFORMATION Date 2/7/2008 Measurement Conducted By : CM, ES - Job Name Allen's Canning, Site 9 Job Number . 10977.S1 Weather Condition Clear Temperature 55 Soil . TarrKal Horizon Bw Source of Water Value . Units_ Radius of Hole - 3 cm Depth of Hole 73.66 cm Initial Depth of Water in Hole (H) 17.78 cm Final Depth of Water in Hole (H) 17.78 cm .. Ratio H/r 5.9267 Start Saturation Time • 242 Start of Steady -State Condition Time No. of Reservoirs Used at Steady -State - 2 A factor in Equation [2] of Manual - 0.00082276 Hole Depth: Hi; Hf: Clock Time-, Water Level Reading Time Interva Change in Water Level Flow Volume Flow rate Q Ksat Ksat Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft - 15.11 40.7, <'. f•"zi •''`;" a2 x _ 15.14 " 341 3.00 6.6 693 231.00 11.40 273.68 67.41 15.18 276 4.00 6.5 682.5 170.63 8.42 202.15 49.79 15.22 "m `r° r "' 23.9 4.00 3.7 '.. 388.5 = 97.12 4.79 115.07 28.34 15.25 ` ` 19.8 3.00 4.1 `430.5 143.50 7.08 170.02 41.88 15.28 15.7 3.00 4.1 430.5 143.50 7.08 170.02 41.88 15.31 12.2 3.00 3.5. 367.5 122.50 6.05 145.14 35.75 15.37 5.7 6.00 6.5 '. 682.5 113.75 . 5.62 134.77 33.19 15.40 15 3.00 4.2. 441 147.00 7.26 174.16 42.90 15.41 0 1.00 1.5 ` 157.5 157.50 7.78 186.60 45.96 inch cm 29 73.66 7 17.78 7 17.78 AVERAGE: 25% of LTAR j. cm/hour in/hour gpd/sq. ft gpd/sq. ft i 6.62 2.605 39.118. 9.780 INFORMATION Date 2/7/2008 Measurement Conducted By CM, ES Job Name Allen's Canning, Site 9 Job Number 10977.S1 Weather Condition Clear Temperature 55 Soil TarrKal Horizon C Source of Water Value Units Radius of Hole 3 cm Depth of Hole 154.94 cm Initial Depth of Water. in Hole (H) 15.24 cm Final Depth of Water in Hole (H) 15.24 cm Ratio H/r 5.0800 Start SaturationTime 2:43 Start of Steady -State Condition Time INp. of Reservoirs' Used at Steady -State 2 A'factor in Equation [2] of Manual . 0.00103176 Hole Depth: Hi: Hf: Clock Time Water Level Reading Time lnterva Change in Water Level Flow Volume Flow rate Q Ksat Ksat ` Equivalent Ksat cm Minute cm cm3 cm3/min cm/hour cm/day gpd/sq. ft 14.47 22.8 Runt 14.48 12.5 1.00 10.3 1081.5 1081.50 66.95 1606.82 395.77 14.49 0 1.00 12.5 1312.5 1312.50 81.25 1950.03 480.30 14.51 33.7 Run 2 14.52 23 1.00 10.7 1123.5 1123.50 69.55 1669.23 411.14 14.53 12.8 1.00 10.2 1071 1071.00 66.30 1591.22 391.93 14.54 0 1.00 12.8 1344 1344.00 83.20 1996.83 491.83 14.56 25.2 Run 3 14.57 rt" 11.9 1.00 13.3 s 1396.5 1396.50 86.45 2074.83 511.04 14.58 0 1.00 11.9 1249.5 1249.50 77.35 1856.43 457.25 15.00 35.8 Run 4 15.01 21:9 1.00 13.9 1459.5 1459.50 90.35 2168.43 534.10 15.02 116 1.00 10.3 1081.5 1081.50 66.95 1606.82 395.77 15.03 0 1.00 11.6 1218 1218.00 75.40 1809.63 445.72 inch cm 61 154.94 6 15.24 6 15.24 AVERAGE: 25% of LTAR cm/hour in/hour gpd/sq. ft gpd/sq. ft-1 Run 1 74.10 29.174 438.04 Run 2 67.93 26.743 401.53 Run 3 81.90 32.245 484.15 Run 4 71.18 28.022 420.75 Overall Average 73.78 29.046 436.11