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Home My WebLink AboutSUB200500167 Assessment - Environmental 2005-04-29 mortro Project AL0508 P 1 of 4 SOIL SUMMARY REPORT Date: 4/29/05 Submitted to Albemarle County Health Department Applicant: Cathy Gentry Telephone: (434)973-1435 Address: 4596 Gilbert Station Road, Barboursville,VA 22923 Owner: same Address: Location: Route 29N to R on State Route 641;2.3 mi.to R on State Route 640;0.9 mi.to site on R Tax Map:33-42A Subdivision:Gentry Family Subdivision Lot: 1 Position in landscape:sideslope Slope: 15% 0IiLTU p . Depth to rock or impervious strata: maximum:50" minimum:46" . F P1, `fQ1 d:csmer) 2cdievia.dr Depth to seasonal water table:None encountered � Estimated Soil Percolation rate:60 minutes per inch Texture Group: III T P.'Marla w 3401 009079 y Installation Depth:28" 1Q/E Li ,e� DESIGN BASIS '.4tea8/onst S- A. il A. Square feet required per bedroom: 4 B. Trench Bottom:28" C. Number of bedrooms: 3 AREA CALCULATIONS Primary Reserve D. Length of trenches: 76' 65' E. Width of trenches: 3' 3' F. Number of trenches: 6 7 G. Center-to-center spacing: 10' 10' H. Width required: 53' 63' 1. Total square footage required: 1356 1356 J. Square footage in design: 1368 1365 K. Is reserve area required? Yes(100%) Minimum installation depth on 15%slope is 21.5" 18"provided from trench bottom to rock and/or water table SOIL EVALUATION: GENTRY FAMILY SUBDIVISION Lot 1 P 2 of 4 SOIL PROFILE DESCRIPTIONS naDVsirk, Project AL0508 Hole tt horizon Depth Description Texture comment (in.) P 1 A 0-3 Dark Brown(7.5YR 4/3)Loam II Bt 3-20 Red(2.5YR 4/6)Clay Loam,friable III C 20-47 Dark Yellowish Brown(10YR 4/4)Loam,very II friable,5%partially weathered schist R 47 Dense schist bedrock 2 A 0-3 Dark Brown(7.5YR 4/3)Loam II Bt 3-12 Yellowish Red(5YR 5/6)Silty Clay Loam,friable Ill Cl 12-32 Dark Yellowish Brown(10YR 4/4) Silt Loam,very III friable,2%schist fragments C2 32-60 Strong Brown(7.5YR 4/6)Very Fine Sandy Loam, II loose 3 AB 0-4 Brown(7.5YR 4/4)light Clay Loam III Bt 4-14 Reddish Brown(5YR 4/4)Clay Loam, friable III CI 14-34 Dark Yellowish Brown(10YR 4/4)Loam,very II friable C2 34-46 Dark Yellowish Brown(I OYR 3/6) Silt Loam,very III friable,2%partially weathered schist R 46 Dense graphitic schist 4 A 0-5 Brown(10YR 4/4)heavy Loam II Bt 5-25 Red(2.5YR 4/6)Clay Loam,friable III Cl 25-40 Strong Brown(7.5YR 4/6)Loam,very friable, 2% II schist fragments C2 40-48 Dark Yellowish Brown(10YR 4/4)Loam,very 11 friable, 15%partially and poorly weathered schist R 48 Dense schist bedrock 5 AB 0-2 Dark Brown(7.5YR 4/3)Clay Loam III Bt 2-20 Red(2.5YR 4/6)Clay Loam,friable III C 1 20-30 Dark Yellowish Brown(10YR 4/4)Silt Loam, 5% III graphitic schist _ C2 30-50 Yellowish Red(5YR 5/6)Loam,very friable II R 50 Dense schist bedrock CO' of yr. gt --12Es`1"2444, CI,, P.FULCHER 115. i No. 3401 000079 0 S .\ ~Oressiona% a .. . .-..._..." ".--X2 5,, sed St p►LTR 04, SL Site Well Site lr.«r�� P3of4 A 1 Proposed Sewage Disposal System P. / I-REAM BED GENTRY FAMILY SUBDIVISION Lot 1 r1°,saoi o000�9 Lot 1 SITE PLAN ,� wF,� S 00 / Fi��t Project Al.oso8 ~Oteddons% �°� N• / 2. 00 l� Scale: 1" =40' 1 STREAM BED 6FT S in .41 FC4 .^�01 9 Cr) '(/ 4 r 1019 proposed he house site STREA. 32D 8FT 03 o � D' C4 RES DFC3 ,- 11 74 ) O�•, ``i,21' ^� 484.66' R S REFitii, E E,DFTC1 0� r 4 1 � 1 / 4 ,,6 10 . 0 5 ST'•EAM BED 8FT 06047 �y3 , .— y r -,1i , ,. a /500 490 •` 5. 1 ! ; 1 RES DFC2 ; 1073 P" 1" i c f3 DFi C3 484.76' RES,14'� •1 492.331 1 u21 DFC$�F „ It/5% REAM BED 8FT 483.76' lir ni ) iil jv'trilt/615' S We itsIV \ 0 ii .... 263. 31 ' • ::: 35 N ,82 °4 ' (-) r- ,, , , . S 482.69 . " -5 2 3^ ^ FIEIDIA40 PO Banc 1502♦Amherst,Virginia 24521 Phone/FAX(434)277-9620 FIELD WORKS Project AL0508 P 4 of 4 CERTIFICATION STATEMENT County: Albemarle Date: 3/4/2007 Property Identification: Gentry Family Subdivision; TM 33-42A Lot 1 Submitted by: James P. Fulcher CPSS 3401 000079 AOSE 021 This is to certify according to 32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a subdivision approval be issued. Soil Consultant: ��gw1.Tg OF Date: 3/4/2007 O P.FULME No.340100007! o, ' fELI iVessIosal Project AL0508 P 1 of 4 SOIL SUMMARY REPORT Date: 4/29/05 Submitted to Albemarle County Health Department Applicant: Cathy Gentry Telephone: (434)973-1435 Address: 4596 Gilbert Station Road,Barboursville,VA 22923 Owner: same Address: Location: Route 29N to R on State Route 641;2.3 mi.to R on State Route 640;0.9 mi.to site on R Tax Map:33-42A Subdivision: Gentry Family Subdivision Lot:2 Position in landscape:sideslope Slope: 13%(13-18%reserve) Depth to rock or impervious strata: maximum:52" (60"+reserve) minimum:46"(48"reserve) Depth to seasonal water table:None encountered 40 LTB 04, Estimated Soil Percolation rate:60 minutes per inch Texture Group:III C11 Df� Installation Depth:28" Zsifs019DESIGN BASISP.FULMER Pia 3401 000079 4 A. Square feet required per bedroom: 452 , /90/E2 �� r B. Trench Bottom:28" fQtessionsl So C. Number of bedrooms:3 AREA CALCULATIONS Primary Reserve D. Length of trenches: 76' 76' E. Width of trenches: 3' 3' F. Number of trenches: 6 6 G. Center-to-center spacing: 10' 10' H. Width required: 53' 53' I. Total square footage required: 1356 1356 J. Square footage in design: 1368 1368 K. Is reserve area required? Yes(100%) Minimum installation depth on 18%slope is 23" 18"provided from trench bottom to rock and/or water table SOIL EVALUATION: GENTRY FAMILY SUBDIVISION Lot 2 P 2 of 4 SOIL PROFILE DESCRIPTIONS ��'AIR°Project AL0508 Hole# horizon Depth Description T comment ! P (in-) 1 A 0-4 Brown(7.5YR 4/4)Loam II Bt 4-24 Red(2.5YR 4/6)Clay Loam,friable III B&C 24-34 Red(2.5YR 4/6)Clay Loam and Strong Brown FMB (7.5YR 4/6)Loam,very friable C 34-46 Strong Brown(7.5YR 4/6)Loam/Silt Loam,very II/III friable R 46 Dense schist bedrock 2 A 0-3 Brown(7.5YR 4/4)Loam II Bt 3-18 Red(2.5YR 4/6)Clay Loam,friable III Ct 18-45 Red(2.5YR 4/6)Sandy Loam,very friable, IIw/II decreasing light Clay Loam I C 45-52 Strong Brown(7.5YR 4/6)Sandy Loam,very friable II R 52 Dense schist bedrock 3 R 30 Dense schist at 30" Exclude 4 A 0-3 Brown(7.5YR 4/4)Loam II Bt 3-24 Red(2.5YR 4/6)Clay Loam,friable III C 2446 Red(2.5YR 4/6)Loam/Very Fine Sandy Loam, II very friable 46 Auger refusal on quartz 5 A 0-4 Reddish Brown(5YR 4/4)Loam II Bt 4-15 Red(2.5YR 4/6)Clay Loam,friable III Cl 15-24 Yellowish Red(5YR 5/6)Loam,very friable II C2 24-48 Yellowish Brown(10YR 5/6)Silt Loam,very friable III R 48 Dense schist bedrock 6 A 0-5 Dark Brown(7.5YR 4/3)heavy Loam II Bt 5-24 Red(2.5YR 4/6)Clay Loam,friable III Cl 24-54 Yellowish Red(5YR 5/6)Very Fine Sandy Loam, ll loose C2 54-60 Strong Brown(7.5YR 4/6)Loam,very friable II 7 A 0-3 Dark Brown(7.5YR 4/3)Loam II Bt 3-20 Red(2.5YR 4/6)Clay Loam,friable III C 1 20-45 Strong Brown(7.5YR 4/6)Loam/Very Fine Sandy II Loam,very friable C2 45-60 Yellowish Brown(10YR 5/6)Very Fine Sandy II Loam,loose 41,141T$ O`,Df O4 ifitasall"r34.44, A P.FULCHER .. No.3401 000079 O 21741e44 �� '-/b`.0+sl0as► Tr. 41 0 Oproposed v P 3 of 4 H A V ,N.`� • - Site Proposed Sewage Disposal System GENTRY FAMILY SUBDIVISION Lot 2 - + 2 5 ' B SITE PLAN M L fIELD� �RKS Project AL0508 J L 0 t 2 Scale: 1" =40' ( \/ L- 2. 00 AC N ed proposed site CC(,)1, z • house site / r ^ 9 D C4 3 . 'l gC4 (7 1\-ij,T/- (113 g 1j•�1 1/3�� DFC4 �• 4 v FC1 )of** • • 743:. 4 S DFC1 C\( 'ES DFC3 ,. 106• - •07.70' -A) 497.82 m C3 106; °� r'e 1 , • 13% ` RES D 1 Q) i, ' f3 DFCC3 Q^� 24 , `� 4 . 3 18%/5% 92.33 �P yc 4.» 2a.A.N (rile 25' lRFOLCRIR it 7 5 No.3 31 000079 482.69 J BSL '90.4 2` g�` ArOfesslonal �°�` TRAY FLY 212 25546 ' ExistinPg� S80050 , 7 22 25 • 8` E 255 DF H 10' Fin DA/0 PO Banc 1502•Amherst,Virginia 24521 Phone/FAX(434)277-9620 FIELD WORKS Project AL0508 P 4 of 4 CERTIFICATION STATEMENT County: Albemarle Date: 3/4/2007 Property Identification: Gentry Family Subdivision; TM 33-42A Lot 2 Submitted by: James P. Fulcher CPSS 3401 000079 AOSE 021 This is to certify according to 32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a subdivision approval be issued. Soil Consultant: �,LTS o P Date: 3/4/2007 34,„,(xeN "3 !.PIJLCI = Pift.3401 000079 -> ['BD NIRO Project AL0508 P 1 of 4 SOIL SUMMARY REPORT Date: 4/29/05 Submitted to Albemarle County Health Department Applicant: Cathy Gentry Telephone: (434)973-1435 Address: 4596 Gilbert Station Road,Barboursville, VA 22923 Owner: same Address: Location: Route 29N to R on State Route 641;2.3 mi.to R on State Route 640;0.9 mi.to site on R Tax Map:33-42A Subdivision: Gentry Family Subdivision Lot:residue(existing house) Position in landscape: upland/shoulder Slope: 7% Depth to rock or impervious strata: maximum:52" minimum:50" T8 Depth to seasonal water table:None encountered O Estimated Soil Percolation rate:60 minutes per inch Texture Group:III �a 24.4 Installation Depth:30" It IPOLCRIIR No.340I000079 '> DESIGN BASIS 9of F2/ Olessi°nal 1641* A. Square feet required per bedroom: 452 B. Trench Bottom:30" C. Number of bedrooms: 3 AREA CALCULATIONS Primary Reserve Existing;see HD ID 108-89-063 • D. Length of trenches: 51' E. Width of trenches: 3' F. Number of trenches: 9 G. Center-to-center spacing: 9' H. Width required: 75' I. Total square footage required: 1356 J. Square footage in design: 1377 K. Is reserve area required? Yes(100%) Minimum installation depth on 7%slope is 18" 18"provided from trench bottom to rock and/or water table SOIL EVALUATION: GENTRY FAMILY SUBDIVISION residue (reserve) P 2 of 4 SOIL PROFILE DESCRIPTIONS FEID*0 Project AL0508 Hole 1# horizon Depth Description Texture comment (in) ITWP 1 A 0-5 Brown(7.5YR 4/4)Loam II Bt 5-30 Reddish Brown(5YR 4/4)Clay Loam,friable III C 30-50 Reddish Brown(5YR 4/4)Loam,friable II Cr 50-52 Increasingly dense graphitic schist 2 A 0-5 Dark Yellowish Brown(10YR 4/4)heavy Loam II Bt 5-28 Red(2.5YR 4/6)Clay Loam,friable III CBt 28-40 Yellowish Red(5YR 5/6)heavy Loam and Clay II&III Loam,friable Ct 40-50 Strong Brown(7.5YR 4/6)Loam,very friable,2% II partially weathered schist R 50 Dense schist bedrock • 3 A 0-4 Dark Yellowish Brown(I OYR 4/4)heavy Loam II Bt 4-22 Red(2.5YR 4/6)Clay Loam,friable III Ct 22-32 Red(2.5YR 4/6)heavy Loam,friable,decreasing II&III Clay Loam Cl 32-45 Yellowish Red(5YR 5/6)Loam,very friable II C2 45-52 Strong Brown(7.5YR 4/6)Loam/Very Fine Sandy II Loam,loose R 52 Dense schist bedrock O+44 Opp pl A P.FULCHER .. No.3' 1 C 30079 0 94/t d, p„'�ssions� . I\L_ VI\ vv 3% RES D1 - 4 'Tg OF` P3of4i2 et 4c, Proposed Sewage Disposal System 3' 1 g% `, % GENTRY FAMILY SUBDIVISION residue 4 SITE PLAN . ' '1 FC2 P.MOM FIELD y! Project AL0508 iA; 8 F C 2 �* No.3 11 000079 q, 1" =40' 90 �,� Scale: ./ e, 5 • h T. ^... 2. 4'8 Gent; )1_. ' , 1056 �'CL`0 � 2W 9FT FT 07 Existinc \T •05 n D 1 _ - 7,8 �\ 05 11 U C 9.15 t 047 . 8-' + 1048 L D �FTL� �2 25 H �� W 9F�y 7 Da 4 ' DF EX DF 1051 CL OW ,g9 6 PT 1 . /8.15' HC 1' 054 EX DF A fj. : •9�10094 ; , -1DW 9F EX DF 505.99' ex. 'flag 50 . ,0'��,,.' 09 : STINT+ 4. , I.68 -1 '.19 df: AF / i0.g t, , . 1050 HC HC EX DF' i ill ' l@.4't 507,44' exdf1. flag • `.,�, lb' .r- 70/Q__ R FC4 -' „316 - ch Arec SuT ery: 'ES DFC2 ,09.28' 'I' 0" 2 RESER / TV 3 3 — 4 2 A . . . . . . . 13 . 3 dfc . . 0 J.. ` 6 \___5 Less Lot 1 2 . 00 ' '�` AFC 01b41.15' 25 ' Less Lot 2 2 . 0 ,' 8sL esicue 6 . 37 ' F;E[.DIAT��RKS PO Boot 1502•Amherst,Virginia 24521 Phone/FAX(434)277-9620 FIELD WORKS Project AL0508 P 4 of 4 CERTIFICATION STATEMENT County: Albemarle Date: 3/4/2007 Property Identification: Gentry Family Subdivision; TM 33-42A Residue (existing residence) Submitted by: James P. Fulcher CPSS 3401 000079 AOSE 021 This is to certify according to 32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a subdivision approval be issued. O�4LTB Off►D Soil Consultant: ��,. etA,•024.44,1 Date: 3/4/2007 dm Nw 3401 000079 ,j 9a6 zr