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Home My WebLink AboutSUB198100091 Assessment - Groundwater Final Plat 1981-08-26b !CC%GPE: Rat T4Oht tNt?H ;'FsE h(-itnas jf.'flf.'t".S`on Health isly-lct A, -BE ABLE CN.A2LOTiES ILLS FATE tAFRiRTMENT OF HEAL -TN ri 1t1474.'L C;UUNIY (Pr".Lh#YRA) I1 38 Rose [It'll t'iinic �REENE, t O,rare (STANkPDSVI LE: /p ) N t .r= COUNTY (LGJ;hi STON) MEMMAINDUM FROM: e R s, Sanitarian 'l-TIOA 4_'I!� IIEALjj44 DEP �RIMIIVT OWNER: DATE The soil at -- located appears to be suitable for subsurface drainfiel.ds. 'Iliese findings are based on soil studies either made by me or made by a soil scientist, under my supervision. The lot sizes are such that there appears to be enough area to instal, the required amount of drainfield for an average size building, plus an alternate drainfield within the building site. If this property is in the Run --Off Control area, then it will comply to all standards of the Run -Off Control Ordinance. However, each lot will be evaluated on its own merit, and further tests may be required at the time the septic permit is applied for. -Issuance or denial of the permit can be based on the results of these tests. RMARKS : JZC : as 2515 Northfields Rd. Charlottesville, Va. 22901 Aug. 22, 1981 Max Evans Landscape Architect 2200 Old Ivy Road Charlottesville, Va. 22901 Dear Mr. Evans: Attached are Soil Evaluation Reports on 10 Lots on the Jessup Property on Hwy. 654 (Barracks Road). These are the results of soil studies in the field to determine soil suitability for septic drainfield sites on these lots. Soil borings were made to establish a feasible site or sites for at least 10,000 square feet of drainfield on each lot, with the exception of Lot 6. Lot 6 has an existing house and drainfield on it. Here the study was to establish an.alternate site for a drainfield, if it should sometime be needed. It should be noted that the designated drainfield site or sites on each lot is not necessarily the only soil on the lot suitable for septic drainfield use. Very Truly Yours, Earl H. Brunger Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot 1 Jessup Property Albemarle County, Va. Soils suited for use as septic drainfield sites Scale: 1 "=100 t SOIL PROFILE DESCRIPTIONS Boring No, 1 Slope-2219 (This is the same as boring No. 6 in the Preliminary Report) 0-5" Brown loan 5-35" Friable red clay loam 35-48"+ Viable sandy weathered rock Boring No. 2 Slope-22a 0-711 Brown loam 7-15" Friable yellowish red clay loam 15-49" Friable red clay 49-54"+ Friable red clay loam Boring No. 3 Slope-22` 0-7" Brown loam 7-34" Friable yellowish red clay loam 34-50"+ Friable red clay loam These are deer,, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfield use. Lot Evaluated August, 1981 "tarl H. Brunger f%r Soil Scientist SOIL EVALUATION REPORT Lot 2 Jessup Property Albemarle County, Va. Soils suited for use as septic drainfield aites Scale: 1 "=100 1 SOIL PROFILE DESCRIPTIONS Boring No* 1 Slope-17% 0-5" Dark brown loam 5-10" Friable red clay loam 10-33" Friable red clay 33-5011+ Friable red clay -loam nixed with weatherad rock Boring No.r2 Slope-17% 0-8" Brown loam 8-16" Friable yellowish red loam 16-33" Friable to firm weathered rock 33-50"+ Friable wea thered rock Boring No. --I Slope-17" 0-7 it Brown loam 7-36" Friable red clay loam 36-50"+ Friable weathered rock These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfiald use. Lot ,,�uyuated August, 1981 Earl H. Brunger Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot 3 Jessup Property Albemarle County, Va. Soils suited for use as septic .drainfield sites Scale: 1"=1001 SOIL PROFILE DESCRIPTIONS oring No., Slope-22% -9" Brown loam -35" Friable yellowish red clay loam 5-48" Friable weathered rock 8" Firm weathered rock Boring No. 2 Slope-18 a 0-8" Brown loam 8-22" Friable strong brown clay loam 22-3611 Friable red clay 36-50"+ Friable weathered rock Bor inQ No. Slope-18% 0-8" Brown loam 8-32" Friable yewlowish red clay loam 32-43" Friable red clay loam 43-50"+ Friable weathered rook These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to Zood for septic drainfield use, Lot Evaluated August, 1981 r t�o,l�fsL-i-, : Lir Earl H. Brunger Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot 4 Jessup Property Albemarle County, Va. 4 t � Soils suited for use as arLf septic drainfield sites Seale: 1 "=100 1 SOIL PROFILE DESCRIPTIONS Boring No. 1 Slope-21% 0-13" Brown loam 13-22" Friable strong brown clay loam 22-35" Viable yellowish red clay loam 55-51"+ Friable yellowish red clay loam mixed with weathered rock Boring No.-22 Slope-16% 0-8" Brown loam 8-40" Friable yellowish red clay loam 40-50"+ Very friable weathered rock These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfield use. Actually, the soil around Boring No. 2 is rated good* Lot Ev_�luated August, 1981 Earl H. Brunger Soil Scientist PTOPE5TY SKETCH Boring No. 1 SOIL EVALUATION REPORT Lot 5 Jessup Property Albemarle County, Va. Soils suited for use as septic drainfield sites Scale: 1"=-t00I SOIL PROFILE DESCRIPTIONS Slope-15% 0-8" Brown loam 8-18" Friable yellowish brown clay loam 18-28" Friable yellowish brown clay loam mixed with weathered rock 28-5011+ Very friable weathered rock Boring No. 22 Slope-15% is as Boring 10 in Preliminary Report) 0-12" Grayish brown loam 12-24". Friable strong brown clay loam 24-50"+ Loose sandy weathered rock Boring No. 3 Slope-15% his is —same as Boring 11 in Preliminary Report) 0-11" Grayish brown loam 11-44" Friable strong brown clay loam 44-50"+Friable sandy weathered rock These are deep, well drained, permeable soils on uplands, The soils of the designated drainfield area are rated fair to good for septic drainfield ule. Lot Evaluated August, 1981 Earl H. Brunger v Soil Scientist PROPERTY SKETCH Boring No. SOIL EVALUATION REPORT Lot 6 Jessup Property Albemarle County, Va. .Y Soils suited for use as septic drainfield sites Scale: 1 It=100 f SOIL PROFILE DESCRIPTIONS Slope-15% 0-17" Friable yellowish red clay loam 17-5011+ Friable weathered rock becoming firmer with depth Boring No, 2 Slope-18o 0-611 Dark brown loam 6-12" Friable yellowish red clay loam 12-37" Friable red clay 37-50"+ Friable red clay loam mixed with weathered rock This lot has an existing house with septic tank. As e requested, this investigation was madto set up an alternate septic dvainfield site, in ease it should ever be needod. These are deep, well drained, permeable soils on uplands. - The soils of the -designated drainfield area are rated fair to rood for septic drainfield use. The soils around Boring 21 below what appears to be the existing drainfield, are the best in the designated drainfield area. Lot Evaluated August, 1981 Earl H. Brunge`rl Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot Jessup Property Albemarle County, Va. Soils suited for use as septic drainfield sites Scale: 1 tt=100, SOIL PROFILE DESCRIPTIONS Boring No. 1 Slope-11/ 0-8" Brown loan 8-30" Friable red clay 30-35" Friable red clay loam and weathered rock 35-50"+ Friable weathered rock Boring No. 2 Slope-16% 0-711 Brown loam 7-32" Friable reddish brown clay loam 32-50"+ Friable weathered rock Boring No. 3 slope-15% Brown loam 7-19" Friable brown clay loam mixed with weathered rock 19-50"+ Friable weathered rock These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfield use. Lot Evaluated August, 1981 Earl H. Brunger� Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot 8 Jessup Property Albemarle County# Va. >;?;z Soils suited for use as septic drainfield sites Scale: 1 1t=100 t SOIL PROFILE DESCRIPTIONS Boring No. 1 Slope-15% 0-7 it Brown loam 7-15" Friable red clay loam 15-31 " Friable red clay 31-43" Friable red clay loan 43-5011+ Friable weathered rock Boring No.__ 2 Slope-14% 0-8" Brown loam 8-30" Friable red clay 30-5011+ Friable weathered rock becoming firmer with depth Boring No. 3 Slope-15 0 This is same as Boring 3 in Preliminary Report) 0-6" Brown loam 6-4911+ Friable red clay These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfield use. Lot Evaluated August, 1981 Earl H. Brunger(� Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot 9 Jessup Property Albemarle County, Va. Soils suited for use as septic drainfield sites Scale : 1 "=100 SOIL PROFILE DESCRIPTIONS Boring No. 1 Slope-17% 0-8" Brown loam 8-1411 Friable yellowish red clay loam 14-42" Friable red clay 42-50"+ Very friable weathered rock Boring No. 2 Slope-17 0 0-7tt Brown loan 7-2011 Friable yellowish red clay loam 20-33" Friable rod clay 33-50"+ Friable yellowish red clay loam Boring No. 3 Slope-17 0 0-1111 Friable reddish brown loam 11-2411 Friable red clay 24-39t1 Firm dark red clay 39-50"+ Friable dark red clay loam These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfield use. Lot Evaluated August, 1981 Earl H. Brunger Soil Scientist PROPERTY SKETCH SOIL EVALUATION REPORT Lot 10 Jessup Property Albemarle County, Va. Soils suited for use as CY i a t * t}M �3 septic drainfield sites Scale: 1 "=1001 SOIL PROFILE DESCRIPTIONS Boring No, 1- Slone-1 B� 0-8" Brown loam 8-37" Friable red clay laaxm 37-50"+ Friable weathered rock Boring No. 2 Slope-18 0 0-8" Brown loam 8-15" Friable yellowish red clay -loam 15-29" Friable red clay 29-37" Friable yellowish red clay loam 37-50"+ Friable weathered rock Boring No. 3 Slope-15% 0-8" Brown loam 8-1411 Friable yellowish red clay loam 14-37" Friable red clay 37-50"+ Friable red clay mixed with weathered rock These are deep, well drained, permeable soils on uplands. The soils of the designated drainfield area are rated fair to good for septic drainfield use. Lot Evaluated August, 1981 Earl H. Brunger Soil Scientist