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HomeMy WebLinkAboutSUB199000063 Assessment - Environmental 1990-06-04 ti SOIL /cTTE EVALUATION FORM L u T/SITE # 1 . PROPERTY NAME /oo " 447 .:f%"�_ - INGLESIDE OIL STONf7 a '" ERVICES TELEPHONE:(703)885-6822 1117 STOCKER STREET STAUNTON,VIRGII`'IA 24401 HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION 1 A 0-8" Brown to reddish br . , loam to cl-lm. , gran . struc . Bt 8-40" Red , clay , Sbk struc . , comm. mica flakes and some brown streaks Bt2 40-60" Reddish br . to red , cl-lm. , Sbk struc . , comm. mica flakes and brown and lt . brown streaks form weathered schsit 2 A 0-10" Brown to reddish br . loam, gran . struc . Bt 10-40" Red to yellowish, red , clay , Sbk;'struc . , comm. mica flkes . and and some brown streaks from weathered schist Bt2 40-60" Reddish br . to red , cl-1m. , Sbkstruc. , comm. mica flkes and brown streaking from weathered schist , some black staining . 3 A 0-8" Brown to reddish br . loam, gran . struc . Bt 8-38" Red , clay , Sbk struc . , comm . mica flakes and soem brown and it brown streaks from weathered schist Bt2 38-60" -Reddish br . to pale reddish br . , cl-lm. Sbk struc . , comm. mica flakes' and some black , brown and lt . brown streaks from weathered schist • see reverse side for diagram and recommendations =. • TEST HOLE LOCATION DIAGRAM LOT/SITE It 1 • • ‘A0JSE. i �W ii x - 1 © t • Approx . scale = - iv; DESIGN RECOMMENDATIONS Est . Pero . Rate - 60 to 65 min . /inch . 500 Ft2/bedroom , plus 100% reserve area . Trench installation depth - 40 to 45 inches , on nine foot centers . Slope - 5 to 7% Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief , all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia: State Board of Health . " Peter K. Kesecker Consulting Soil Scientist • SOIL/ E EVALUATION FORM LOT/SITE # 2 ! • 'r.;'•�.'J-/5%y.•..` 4' • 1. .`•.•ill:h_ J''y. ��'. \f PROPERTY NAME 5'sv;!704; OIL INGLESIDE ntmeFroN£7 ERVICES TELEPHONE: (703)885-6822 1117 STOCKER STREET STAUNTON,VIRGINIA 24401 • HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION 1 Bt 0-8" Reddish br . cl-lm. , gran . to weak sbk struc . , few mica flakes Bt2 8-42" Red , clay , Sbk struc . , comm. mica flakes , some brown and lt . brown streaks from weathered schist. Btu 42-60" Reddish br . to red , cl-lm. , Sbk struc . , comm . mica flakes and some brown streaking form weathered schist 2 A 0-10" Brown to reddish br . loam to cl-lm . , gran. struc . Bt 10-42" Red , clay , Sbk struc . , comm. mica fleks and some brown and black streaks form weathered schist Bt2 42-60" Reddish br . to red , cl-lm. , Sbk struc . , comm. m ica flakes and and some brown , Lt . brown and silver streaks from weathered scb 3 A 0-8" Brown to reddish br . loam to cl-lm . , gran. struc . .Bt 8-40" Red , clay , Sbk strut . , comm. mica flakes and some brown and lt . brown streaks from weathered schst Bt2 40-60" Reddish br . cl-lm . , SBk stuc . , comm . mica flakes and some rock rock (rags . and brown streaks • • • • • • • • see reverse side for diagram and recommendations :, TEST HOLE LOCATION DIAGRAM LOT/SITE # 2: _ • , 0 Oc::4114 TicaZ , �1ZE :11 X • • Approx . scale = ! IC DESIGN RECOMMENDATIONS Est . Perc . Rate - 60 to 65 min . /inch . 500 ft2/bedroom , plus 100% reserve area . , Trench installation depth - 40 to 45 inches , on ten foot centers . ' Slope 10 to 12% Drain Field area, plus reserve have been staked on contour on ;the lot . (Design recommendations do not account for possible installation or maintenance errors and/ro malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT • " I hereby certify that to the best of my knowledge and belief, all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . " p ..a.i_ e k.._. 2-r2_Q-.-i-z,..._. , Peter K. Kesecker Consulting Soil Scientist • SOIL/FTTE EVALUATION FORM Lu l /SITE # PROPERTY NAME /caFTj I N G L E S I O E I/NEST ONE'. oao, OIL ERVICES TELEPHONE: (703)885-6822 1117 STOCKER STREET STAUNTON,VIRGINIA 24401 • HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION 1 A 0-8" Brown to reddish br . , loam to cl-lm. , gran . struc . Bt 8-40" Red , clay to cl-1m . , Sbk struc . , comm. mica flaks and some rock (rags . and brown , lt . brown and silver streaks from weathered schist Bt2 40-60" Reddish br . , cl-lm. , Sbk strut . , comm. mica flakes , some quartz and schist pieces and (rags . and streaks from weathered schist 2 A 0-8" Brown to reddish br . loam, gran . struc . Bt 8-30" Red , clay, Sbk strut . , comm. mica flakes and some rock (rags . ar streaks from weathered schist Bt2 30-58" Reddish br,., cl-lm . , Sbk stuc . , comm. mica flakes and weathered rock (rags . and pieces and brown and black streaks from " gneiss and schist , hard at 58" 3 A 0-8" Brown to reddish br . loam to cl-lm . , gran. struc. Bt 8-38" Red , clay , Sbk struc . , comm. mica flks . some rock (rags and brown streaks from weathered schist and gneiss Bt2 38-46" Reddish br . , cl-lm. , SBk strut . , comm. mica flakes and some bro% and silver streaks from weathered schist Bt3 46-60"Reddish br .• to pale red , sandy- cl-lm. , Sbk struc . , comm . mica flakes and brown , silver and black ..streaks from weathered schist and gneiss • • 0 • • see reverse side for diagram and recommendations ; TEST HOLE LOCATION DI; ---AM LOT/SITE # N. � o Ac.)s t. STD... ... t E N • Approx . scale DESIGN RECOMMENDATIONS Est . Pero . Rate - 60 to 65 min . /inch . 500 ft2/bedroom , plus 100% reserve area . Trench installation depth - 40 to 44 inches , on nine foot centers . Slope - 8 to 10% Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief., all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . " °e Peter K. Kesecker Consulting Soil Scientist SOIL/SITE EVALUATION FORM L,F/SITE # 4 / .° �� z,y.• y�, � .:.�•i-�s .,....tire PROPERTY NAME `Z� 5 1�Q+��° ��• �'�� BOO F7�.1�lj2�.� INGLESIDE OIL --L IM£STONE7 ERVICES TELEPHONE:(703)885-6822 1 117 STOCKER STREET STAUNTON,VIRGINIA 24401 HOLE # HRZN, DEPTH SOIL PROFILE DESCRIPTION 1 A 0-10" Brown to reddish br . loam, gran . struc. Bt 10-45" Red , clay , 'Sbk struc . , comm.. mica flakes , some rock (rags . Bt2 45-60" Reddish br. to red, cl-im. , Sbk struc. , comm. mica flakes and brown and lt . brown streaks from weathered schist 2 A 0-10" Brown to reddish br , loam , gran . strut .' Bt 10-43" Red , clay , Sbk struc . , comm . mica flakes and some rock frags . Bt2 43-60" Reddish br . to red, cl-lm. , SBk struc . , comm . mica flkes and few brown and lt . brown streaks from weathered schist 3 A 0-8" Brown to reddish br . , loam to cl-lm . , gran. struc . Bt 8-45" Red , clay to cl-lm. , Sbk struc . , comm. mica flkes . Bt2 45-60" Reddish br . to red , cl-lm. , Sbk struc . , comm. mica flakes and few brown and it . brown streaks from weathered schist • • • • • • see reverse side for diagram and recommendations TEST HOLE LOCATION OIAGRAA LOT/SITE # 4 \` NousE vrnll \ A_ x.2i3 Approx . scale = ' : I3,5� DESIGN RECOMMENDATIONS Est . Pero . Rate - 60 to 65 min . /inch . 500 ft2 bedroom, plus 100% reserve area . Trench installation depth - 40 to 45 inches , on nine foot centers . Slope - 8 to 10% Drain field area plus reserve have been staked on contour on the lot ; (Design recommendations do not account For possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best 'of my knowledge and belief , ; all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . " Peter K. Kesecker Consulting Soil Scientist SOIi./FTTE EVALUATION FORM uu i/SITE # 5 •' 'F. . .r' :.� 1, •• PROPERTY NAME `1'SS ��►a*+��. 'jet- =�-- Ingleside �� - OIL _L/M£STONE' 0001, ERVICES TELEPHONE:(703)885-6822 1117 STOCKER STREET STAUNTON,VIRGINIA 24401 HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION 1 A 0-8" Brown to reddish br . , loam to, cl-lm. , gran . struc . Bt 8-34" Red , clay , Sbk struc . comm. mica flakes Bt2 34-44" Reddish br . , cl-lm . ,• Sbk struc . , comm.`' mica flakes and some yellow streaks from weathered ' rock Bt3 44-60" Reddish br . to pale yellowish br . , sandy-cl-lm. , Sbk struc . , comm. mica flakes and some brown to lt . brown streaks from weathered schist 2 A 0-10" Brown to reddish br . , loam to cl-lm . , gran . struc . , few mica fl Bt 10-36" Red , clay to cl-lm . , Sbk struc . , comm . , mica flakes Bt2 36-42" Red to reddish br . , cl-lm. , Sbk .struc . , comm. mica flakes and lt . brown streaks from weathered schist 6t3 42-60" Reddish br . to lt . reddish br . , sandy-cl-lm. , Sbk strut . , comm. mica flakes and brown and yellowish br . , streaks from weathere schist • 3 A 0-10" Brown to reddish br . loam to cl-lm. , gran.s truc . Bt 10-32" Red , clay , SBk struc . , comm. mica flakes Bt2 32-40" Reddish hr . to red , cl-lm . , SBk strut . , comm. mica%flkes Bt3 40-60" Pale reddish yellow , sandy-cl-lm. , Sbk struc . , comm . mica flaks and brown , lt . brown , and black streaks from weathered rock some weathered granite rock pieces and frags . • • • fix , r. • • see reverse side for diagram and recommendations ., TEST HOLE LOCATION DIAGRP LOT/SITE If 5 a. ,1 *tz �RAu FeLo vT6 Du`t i H i \ 1 -A3 . , Z.C:J Ac. Approx . scale = 1 -;p,1` . DESIGN RECOMMENDATIONS Est. Pero . Rate - 60 to S5 min . /inch . 500 Ft2/bedroom , plus 100% reserve area Trench installation depth - 40' to 45 inches , on nine foot centers . Slope - 8 to 10% Drain Field area plus reserve have been staked on contour on thellot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief', all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . " P._..i Peter K. Kesecker Consulting Soil Scientist SOIL/SITE EVALUATION FORM T/SITE # 1 J .- ^�. ,;436* PROPERTY ' *.-. p s-zox NAME 0 �5'2o Q+ r'. • �J• �r- INGLESIDE —�'� , SOIL I LJmeFroNE5 000n.”.• SERVICES TELEPHONE: (703)885-6822 1117 STOCKER STREET • - STAUNTON,VIRGINIA 24401 • HOLE # HRZN, DEPTH SOIL PROFILE DESCRIPTION 1 A 0-6" Brown , loam to sandy-lm. grna . struc . Bt 6-36" Reddish br . to red , sandy-di-1m . , Sbk struc. , comm . mica Elks . and brown silver and black streaks from weathered granite gnei: B 36-48" Reddish br . to red , fine sandy-lm . , gran struc . , comm. mica flakes and brown , lt . brown , silver , black and white weathered granite streaks and pockets BC 48-59" White , black , and brown weathered granite , crushes to sandy-lm. comm. mica flakes 2 A 0-8" Brown , sandy-lm. , gran . struc . Bt 8-34" Reddish br . to red , sandy-cl-lm. , SBk struc . , comm . mica Elks . and brown , and black and silver streaks from weathered granite Bt2 34-56" Reddish br . to red , fine sandy-lm . , gran. struc. , comm. mica flakes and brown . lt . brown , silver and black streaks from weathered granite Bc 56-60" Pale yellow , fine sandy-lm . , gran . struc. 3 A 0-6" Brown , sandy-lm. gran . struc . Bt 6-36" Reddish br . to red , sandy-cl-lm . , Sbk struc . , comm . mica flakes and brown , silver , and black streaks from weathered granite B 36-50" Reddish br . to .red , Tien snad lm.y- gran. struc . , comm . mica flakes and brown, silver , black and white weathered granite streaksing and pockets BC 50-60" White , black adn brown .weathered granite , crushes to sandy-lm. comm . mica flakes • • see reverse side For diagram and recommendations TEST HOLE LOCATION DIAGRAM LOT/SITE # 1 N. • StAiN F\PIG tluu5c ! I =TE wn� Approx . scale = 1 ' !. DESIGN RECOMMENDATIONS Est. Perc . Rate - 60 to 65...min . /inch . 500 ft2/bedroom, plus 100% reserve area. • Trench installation depth - 40 to 45 inches ,ten foot centers .. Slope - 18% • Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief , ! all the soil and site data submitted meets the criteria 'of the 1882 Sewage Handling and Disposal Regulations , Virginia State : Board of Health . " Peter K. Kesecker Consulting Soil Scientist suotzepuawwooaJ pue weJ6eTp JoA. apTs asJaAaJ aas • • • ieJ6 paJaea'M WOJA S)eaJa.s pue uMoJq awos pue sa>lej? eoTw •wwoo ` • onJa.s >Iqs ` •wT-To-/cpues ` MoTTa/c ajed oz Jq ysTppa8 .09-09 09 a.Tuej6. p3Jay.eaM woJA s>jeaJzsoeTq pue uMoJq pue sa>lejA. eoTw •wwoo ` • onJzs >lqs • wT-To-Apues • Jq ysTPPad “OE-9E._ 219 s>leaJzs UMOJq awos pue saNej4 eoTw • wwoo ` • onJzs >Iqs ` /ceTo' ` paJ O . 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WNO NOLLVfl1VA9 TEST HOLE LOCATION OIAGRQM LOT/SITE # 2 {i3 0RA1N IEL0. • SATE din \ 4` O ! • Approx . scale =1 = 16O DESIGN RECOMMENDATIONS ` ' Est . Pero . Rte - 60 to 65 min . /inch. 500 Ft2/bedroom, plus 100% reserve area . Trench installation depth - 40 to 45 inches , on nine foot centers . Slope 3 to 5% • Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintener:ce errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief , all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health. " per. �. �� o � � • Peter K. Kesecker Consulting Soil Scientist SOIL/PTTE EVALUATION FORM LOT/SITE-if PROPERTY NAME `! • 20 OIL I N G L E S I D E FL/Mt-STONE: 000 .: •. ERVICES TELEPHONE: (703)885-6822 1117 STOCKER STREET • = STAUNTON,VIRGINIA 24401 HOLE if HRZN, DEPTH SOIL PROFILE DESCRIPTION 1 A 0-10" Brown to reddish br . , cl-lm . , gran . struc . Bt 10-38" Red , clay , sbk struc . , comm. mica flakes and some rock (rags . Bt2 38-60" Reddish br . to red , sandy-cl-lm . , sbk struc . , comm . mica flakes some brown , black and silver streaks from weathered gneiss , A 0-10" Reddish br . ci-lm . , gran . struc . Bt 10-30" Red , clay , sbk strut . , comm . mica flakes and brown streaks Bt2 30-46" Reddsih br . to red , sandy-cl-lm . , sbk struc . , comm . mica Flakes and brown , black and silver streaks from weathered gneiss BC 46-60" Pale reddish. yellow , Tien sandy-lm . , gran . struc . , comm. mica flakes and brown , yellow , black and silver streaks from weathered schsit and gneiss 3 A 0-8" Reddsih br . , loam to cl-lm. , gran . struc . Bt 8-40" Red , clay . sbk struc . , comm . mica Flakes and brown streaks Bt2 40-60" Reddish br . , cl-lm . , sbk struc . , comm . mica flakes and some brown streaks from weathered schist • • • • • • see reverse side for diagram and recommendations =, • TEST HOLE LOCATION DIAG LOT/SITE # 3 ' J .I • 'OAAIN t l x 'Z , Sits.. ? 1 1 r • \ Q s.T rox . scale = DESIGN RECOMMENDATIONS Est . Pero . Rate - SO to 65 min . /inch . 500 ft2/ bedroom, plus 1005 reserve area . • Trench installation depth - 40 to 45 inches , on ten foot centers. Slope -10 to 12% Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief, all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health. " Peter K. Kesecker Consulting Soil Scientist SOIL /CTTE EVALUATION FORM LOT/SITE #.. 4 -.,, isz` >.• c PROPERTY NAME oo�,,. • 5 :°:a* `°...,r`: • .�- INGLESIDE °f" OIL ��/✓ESTONE' ��'•" CERVICES TELEPHONE: (703)885-6822 1117 STOCKER STREET STAUNTON,VIRGINIA 24401 HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION 1 A 0-8" Reddish br . cl-lm. , gran . , struc . Bt 8-30" Red , clay , sbk struc . , comm . mica flakes and brown streaks Bt2 30-46" Reddish br . to red , cl-lm. , sbk struc . , comm. mica flakes and and brown and silver streaks from weathered schist B 46-60" Pale reddish br . , sandy-cl-lm . , ' sbk struc . , comm. mica flakes brawn , black and silver streaks from weathered schist and gneis 2 A 0-10" Brown to reddsih br . cl-lm . , gran . struc . • Bt 10-30" Reddish br . sandy-cl-lm. , sbk struc . , comm . mica flakes and some brown streaks Bt2 30-40" Yellowish red , fine sandy-lm. , gran. struc . , comm. mica flakes brown , black and silver steaks from weathered schist BC 40-60 Black and white , sandy-lm. , gran . struc . , from weathered gneis: comm . mica flakes 3 A 0- 10" Brown to redddish br . , loam to cl-lm. , gran . struc . Bt 10-30" Red , clay , sbk struc . , comm . mica flakes and some. brown streak: Bt2 30-60" Reddish br . sandy-lm . to fine sandy-lm. , gran . struc . , comm. mica flakes and streaking from weathterd granite gneiss • • • • • • see reverse side ' for diagram and recommendations' • TEST HOLE LOCATION DIAGAsM LOT/SITE # 4 ..i a • y 'ovo u ,[Lp ! X ` ` I f� ' Ap r-ox . scale = I =;;,C. DESIGN RECOMMENDATIONS Est . Pero . Rate - 60 to 65 min . /inch . 500 ft2/bedroom, plus 100% reserve area . Trench installation depth - 40 to 45 inches , on ten foot centers . Slope - 10 to 12% Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best 'of my knowledge and belief, all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . " Peter K. Kesecker Consulting Soil Scientist SOIL ' TE EVALUATION FORM • LOT/SITE # 5 ! :; sx;`4i `,cy' _ ti•:.15y, -_`'ice . : i PROPERTY NAME INGLESIDE {-7L,mESreme: aco OIL ERVICES TELEPHONE: (703)885-6822 1117 STOCKER STREET STAUNTON,VIRGINIA 24401 • • HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION 1 .__1�. • 0-8" Reddish br . , loam to cl-lm . , gra . struc . Bt 8-30" Red , clay , sbk struc , . comm . mica flakes and some brown streaks Bt2 30-48" Lt . brown to yellowish br . , fine sandy-lm. , gran struc . , comm. mica flakes and brown silver and black streaks from weathered schist BC 48-60" Pale reddish br . and yellow , fine sadny-lm. , gran . s truc . , comm mica Flakes and streaking from weathered schist 2 A 0-8" Brown to reddish br . , loam to cl-lm. , gran. strut .- Bt 8-30" Red , clay , sbk struc . , comm. mica flakes and brown streaks - Bt2 30-45" Reddish br . to yellowish br . , fien sandy-lm . , gran . strut. , comm. mica flakes adn comm. white , brown , and' silverstreaks from weathered gneiss and schist '' BC 45-60" Pale br . to yellow , Tien sandy-lm . , gran . strut . , comm. mica flakes and streaking for weathered schist and gneiss 3 similar to #2 • • • • • • • see reverse side' for diagram and recommendations TEST HOLE LOCATION OIAGF"" LOT/SITE # 5 HouSE S•5 7 Ac, r ;; ,;,. 1 � G ; / r / o i DESIGN RECOMMENDATIONS Approx . scale - 1 lJ� Est. Perc . Rate - 60 to 65 min . /inch S00 ft2/bedroom, plus 1005 reserve area . Trench installation depth - 40 to 45 inches , on ten foot centers. Slope - 15 to 17% • Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) • PROFESSIONAL ACKNOWLEDGEMENT I hereby certify that to the best of my knowledge and belief , all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . it Peter K. Kesecker Consulting Soil Scientist SOIL/SITE EVALUATION FORM LJT/SITE # 6 -Tl . , p• ..e a zo z PROPERTY NAME INGLESIDE f! 0� , OIL �L/MESTONE7 oao ERVICES TELEPHONE: (703)885-6822 - 1117 STOCKER STREET - STAUNTON,VIRGINIA 24401 HOLE 4 HRZN, DEPTH SOIL •PROFILE DESCRIPTION 1 A 0-8"Brown to reddish br. , loam , gran . struc . Bt 8-38" Red , clay , sbk strut . , comm . mica flakes and brown and lt. brown streaks from weathered schist Bt2 36-60" Reddish br . to red, sandy-cl-lm . , sbk struc . , comm . mica flakes and brown , black and silver streaks fromweathered schist and gneiss 2 A 0-10" Brown to reddish br . , loam to cl-lm . , gran . struc . St 10-30" Red , clay , sbk struc . , comm . mica Flakes and brown , black and silver streaks from weathered schist and granite gneiss Bt2 30-60" Reddish br . to red , sandy-cl-lm . , sbk struc . , comm . mica flakes and brwon , blakc and silver streaks from weathered gneiss 3 A 0-10" Reddish br . cl-lm . , gran . struc . Bt 10-30" Red , clay ; sbk struc . , comm. mica Elks . and brown streaks Bt2 30-56" Reddsih br . , sandy-di-lm. , sbk strut . , comm. mica Flakes and brown , black and silver streaks from weathered schist and gneis BC 56-60" Reddish br . to pale yellow, Fine sandy-lm. , gran. struc . , comm. mica flakes and streaking • see reverse side for diagram and recommendations :; TEST HOLE LOCATION DIAGRAM LOT/SITE V 6 \-------- . ,. . i , \N I / O lZ AG. \, !. 1 x1 Xzic.. SITE f `, 1 1 f .. 1 Ap prox .pprox . scale = r : I.� DESIGN RECOMMENDATIONS Est. Perc . Rate - 60 to 65 min/inch . 500 ft2/bedroom, plus 100% reserve area . Trench installation depth - 40 to 45 inches on ten Foot centers . Slope - 10 to 12% Drain field area plus reserve have been staked on contour on the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best of my knowledge and belief , all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State Board of Health . " A. I .. c2— a-� Peter K. Kesecker Consulting Soil Scientist SOIL/SITE EVALUATION FORM • LOT" /SITE• # 7 J_1s '` ''' z` �=� • PROPE •RTY "so ERTY NAME �,n,+,• �-- i INGLESIDE rT - • OILI LIMESTONE: 000n.". ERVICES TELEPHONE: (703)885-6822 11I7 STOCKER STREET STAUNTON,VIRGINIA 24401 HOLE # HRZN. DEPTH SOIL PROFILE DESCRIPTION • 1 A 0-8" Brown , loam to cl-lm . gran . struc . Bt 8-30" Reddish br . to red , cl-lm. , sbk struc . , comm. mica flkes . an • brown , black and silver streaks from weathered schist Bt2 30-48" Reddish br . to red , sandy-cl-lm. , sbk struc . , comm. mica flk and brown , black and silver.., streaks from weathered schist aid granite gneiss BC 48-60" Pale yellowish red , fine sandy-lm. , gran. struc . , comm. mica flakes and brown , black and silver streaks from weathered sc A 0-10" Brown to reddish br . loam to cl-lm. , gran . struc . Bt 10-30" Reddish br ._ , to red , cl-lm . , sbk struc . , comm. mica flakes an brown , black , and silver streaks fl^om weathered schist Bt2 30-48" Reddish br . to red , sandy-cl-lm. , sbk strut . , comm . mica flat and brown , black and silver streaks BC 48-60" Pale reddish yellow , fine sandy-lm . , gran . struc . , comm. mic flakes and brown , black , silver streaks from weathered schis 3 Very Similar to #s 1 6 2 • ........... . .. .. ... • ;= see reverse side for diagram and recommendations TEST HOLE LOCATION DIAGRAM • LOT/SITE # 7 • cert. b,tE O \ • f t\ / 1 , s!3 Approx . sc ] e = 1"-1J72 DESIGN RECOMMENDATIONS Est . Perc . Rate - 60 to 65 min . /inch . 500 ft2/bedroom , plus 100% reserve area . Trench installation depth - 40 to 45 inches , on ten foot centers . Slope - 16 to 18% Drain field area plur reserve have been staked on contour on ; the lot . (Design recommendations do not account for possible installation or maintenance errors and/or malfunctions . ) • PROFESSIONAL ACKNOWLEDGEMENT " I hereby certify that to the best •of my knowledge and belief , all the soil and site data submitted meets the criteria of the 1982 Sewage Handling and Disposal Regulations , Virginia State. Board of Health . " Peter K. Kesecker Consulting Soil Scientist