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HomeMy WebLinkAboutSUB201100129 Assessment - Environmental 2012-04-16 ED �� \I 1 RrnvED COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 April 16,2012 Joanne Tu Purtsezova,Planner Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems for TM 78 Parcel A-1 Dear Ms.Purtsezova, On April 5,2012,the County of Albemarle requested the Virginia Department of Health(via the Albemarle County Health Department)review a revision to the proposed subdivision plat identified above.This letter is to inform you that the above referenced subdivision plat is approved for individual onsite sewage systems in accordance with the provisions of the Code of Virginia,and the Sewage Handling and Disposal Regulations(12 VAC 5-610-10 et seq.,the"Regulations"),(and local ordinances if the locality has authorized the local health department to accept private evaluations for compliance with local ordinances).. This request for subdivision review was submitted pursuant to the provisions of§32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's regulations by: Steve Gooch,AOSE#1940 000278. This subdivision approval is issued in reliance upon that certification. Pursuant to §360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval is issued in reliance upon the certification that approved lots are suitable for "traditional systems,"however actual system designs may be different at the time construction permits are issued. A revised drainfield exhibit was submitted to the Health Department on April 10th specifying the 5 foot setback from the property lines. All parts of the septic system must retain this required 5 foot property line setback on all lots. This subdivision approval does pertain to the requirements of local ordinances. Sincerely 7 Kelly L.Donahoe Environmental Health Specialist Senior K E L& / A p pj' f1v r f tx t-t 1 f31 j-i f\S(3 E ' ' (f-i, < & �1 3 E o r2 E • , /l L Y`1 L 7-c) L -r f 7 fE Joanne Tu Purtsezova V ' 1(44/ " NAT MY -1) Lit S"T/u S7'A i From: Donahoe, Kelly (VDH) [Kelly.Donahoe@vdh virginia.gov] `71 K . Sent: Monday, March 12, 2012 3:17 PM To: Paul Beyer; Joanne Tu Purtsezova; Kevin Shreiner, Josh Kirtley ^--J C)k1' t ve Subject: RE: Ashcroft West 7—(4 .11 ( ,gam Good Afternoon Mr. Beyer, /5-�2 The Health Department reviews subdivisions as requested by the county. I have not received anything from the county so I unfortunately cannot sign off on it. I have looked at the plat you sent me and the drain fields do not appear to have moved and are within the property lines, however this is not really an approval because I have not seen a version of what the county is reviewing. I would be negligent to approve an electrical copy that could be significantly different from what the county has in their hands. The last copy I have had on my desk is from the original subdivision in 2010. I also checked with our office staff and they have no record of receiving any alteration reviews to an existing subdivision. Once I have this request and plat in hand I do not imagine it taking a long time to review given it matches the electronic copy. Again I understand your frustration with the hold up, however I have not received any request from the county to review anything so therefore I cannot formally sign off on any alterations to a subdivision until that time. Sincerely, Kelly Donahoe , . a+ '' � Environmental health Specialist Senior ! Ex f, I p5> r,f* a .r r v 14. , Thomas,Jefferson health District t ; 454-O72-6287 From: Paul Beyer [mailto:beyer©beyerhomes.com] Sent: Monday, March 12, 2012 12:43 PM To: Joanne Tu Purtsezova; Kevin Shreiner; Donahoe, Kelly (VDH); Kirtley, Joshua (VDH) Subject: RE: Ashcroft West Good morning Joanne,the plat that Kevin has sent to Kelly and Josh is the final plat under review, simply with the drainfields turned on. It had been my understanding that the paper copy(s) are submitted to Kelly&Josh when we've made previous submissions of the plat (isn't that why we turn in 10 copies?) Point being, Kelly&Josh, we made some changes to the lot lines for the final plat, and Joanne needs you all to sign off that this did not affect the previously approved drainfields. Best regards, Paul Beyer R.L. Beyer Custom Homes www.beyerhomes.com www.ashcroftviews.com www.huntleyincharlottesville.com c: (434) 981-7045 From: Joanne Tu Purtsezova [mailto:ipurtsezova(@albemarle.orq] Sent: Wednesday, March 07, 2012 8:57 AM To: Kevin Shreiner; Kelly.Donahoe@vdh.virginia.gov; Josh Kirtley 1 Cc: Paul Beyer Subject: RE: Ashcroft West Hello all, The plat attached with Kevin's e-mail is not the one I have under review. I will be sending what I have under review, later today, to Josh (and Kelly) at Josh's request. If the .pdf attached contains requested revisions, please send paper copies through the Community Development front desk to my attention as soon as possible. I need paper copies. I can forward the paper copies to the Health Dept at that time. Thanks. --Joanne From: Kevin Shreiner [mailto:kshreiner(aldominioneng.com] Sent: Wednesday, March 07, 2012 8:05 AM To: Kelly.Donahoe(&vdh.virginia.gov Cc: Joanne Tu Purtsezova; 'Paul Beyer' Subject: Ashcroft West Hi Kelly Here are the plats that Paul asked me to send you. If you prefer paper copies let me know and I will be happy to provide them. Thank you, Kevin D. Shreiner, LS, CFM Director of Survey Dominion Engineering 172 South Pantops Drive Suite 'A' Charlottesville, VA 22911 Ph: 434-979-8121 x108 Fax: 434-979-1681 kshreiner@dominioneng.com "When Red Tape is made nutritional, we will be able to feed the world" From: Paul Beyer [mailto:beyer(abeyerhomes.com] Sent: Tuesday, March 06, 2012 11:54 PM To: Kevin Shreiner Subject: FW: e-mail It appears the Health Dept is going to need to look at the final plat and septic field locations to OK the change in lot lines. Can you send Kelly the latest plat copies? CC Joanne...Thanks! Paul Beyer R.L. Beyer Custom Homes www.beyerhomes.com www.ashcroftviews.com 2 www.huntlevincharlottesville.com c: (434)981-7045 From: Donahoe, Kelly (VDH) [mailto:Kelly.Donahoe©vdh.virginia.gov] Sent: Tuesday, March 06, 2012 2:36 PM To: Paul Beyer Subject: e-mail Kelly Donahoe Environmental health Specialist Senior Thomas Jefferson health District 434-972-6287 3 LOTS " I 2:' 21 3 ,,zg o , F Soil Study for Septic Fields Lots 1-28 Ashcroft West Albemarle County Prepared for: Dominion Development Resources, LLC 172 South Pantops Drive Charlottesville, Virginia 22911 Prepared by: Gooch Engineering & Testing, Inc. 1821 Broadway Street Charlottesville, VA 22902 April 15, 2007 P6"x- epic Soil Profile Ashcroft West Lot 1 Soil Texture le Depth (in.) Horizon Material Description Group 0-4 A Weak red(10R 5/2) clay loam 3 4-45 Bt Red(10R 4/6) silty clay loam 3 45-60 Bt2 Red(2.5YR 5/8) clay loam 3 60-84 CB Olive (5Y 5/4) loam with seams of reddish brown 3 (2.5YR 5/4) silty clay loam 0-4 A Weak red(10R 5/2) clay loam 3 4-27 Bt Red (10R 4/6) silty clay loam 3 27-57 C Olive (5Y 5/4) loam with weathered greenstone 2 fragments 57-84 Bt2 Yellowish red (5YR 5/8) clay loam 3 0-6 A Weak red (10R 5/2) clay loam 3 6-48 Bt Red (10R 4/6) silty clay loam 3 48-64 BC Red(2.5YR 4/8) silty clay loam with weathered 3 greenstone fragments 64 Cr 50%+greenstone fragments 0-3 A Weak red (10R 5/2) clay loam 3 3-36 BC Red (2.5YR 4/8) clay loam and yellow(10YR 7/8) 3 silt loam 36-48 Bt Red (10R 4/8) silty clay loam 3 48-84 CB Yellow (10YR 7/8) silt loam with seams of red 3 (2.5YR 4/8) clay loam 0-6 A Weak red(10R 5/2) clay loam 3 6-45 Bt Red(10R 4/6) silty clay loam 3 45-84 C Brownish yellow (10YR 6/8) silt loam with 3 weathered greenstone fragments \i,\VPLTH o Nir I k v STEPHEN P. GOOCH • UC. NO. 106 OZ Soil Information Summary Lot 1 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—21% 3) Depth to rock/impervious strata— 84 inches+ in primary drain field (Holes A, B and E) Max— 84 inches+ Min. —64 inches in reserve drain field (Holes C-E) 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 65 @ 60" in vicinity of holes A, B and E and 90 @ 48" in vicinity of holes C-E. Comments: Reserve drain field will be an engineered (alternative) septic system. O ��p,LTH OF L9 i ig ` 0STEP►�EEN. GOOCH s� LIC EEO. 9 06 O� ♦G� 44.44 JQ ONSITE SO�� GOOCH ENGINEERING & TESTING page ;of 5 1821 Broadway Street Charlottesville, Virginia 22902 Abbreviated Design Form Lot 1 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 65 @ 60" 90 @ 48" B. Trench bottom square feet 496 306 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area (ft.) 100 100 E. Width of trench (ft.) 3 3 O��EALTH OF**•\ / III F. Number of trenches 7 5 STEP EN@ P GOOCH-; • G. Center-to-center spacing (ft.) 10 10 4•>. LIC. NO. 106 02 H. Width required (ft.) 63 43 ��PJ� Width of available area(ft.) 65 45 oNSITE sc)%- I. Total square footage required 1984 1224 J. Square footage in design 2100 1500 ated K. Is a reserve area required? Yes, reserve site available within area investigated 3 fi .-▪ �-= _, ///, ,/',//,� //, ��r /,, // . 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' • - - - Albemarle County ' '°k " -- - _ - Gooch Engineering & Testing, Inc. ' 1821 Broadway Street • - r.1_ Charlottesville, Virginia 22902 / Soil Profile Ashcroft West Lot 2 Soil Texture Hole Depth (in.) Horizon Material Description Group A 0-6 A Dark reddish gray(10R 6/1) clay loam 3 6-60 Bt Red(10R 4/8) silty clay loam 3 60-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 B 0-7 A Dark reddish gray(10R 6/1) clay loam 3 7-37 Bt Red (10R 4/8) silty clay loam 3 37-57 Bt2 Yellowish red(5YR 5/8) clay loam 3 57-84 C Yellow (10YR 7/8) loam 2 C 0-6 A Dark reddish gray(10R 6/1) clay loam 3 6-43 Bt Red(10R 4/8) silty clay loam 3 43-60 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3 60-84 C Yellowish red(5YR 5/8) clay loam 3 D 0-6 A Dark reddish gray(I OR 6/1) clay loam 3 6-24 Bt Red (1OR 4/8) silty clay loam 3 24-66 BC Red (10R 4/8) silty clay loam and yellow (10YR 3 7/8) weathered greenstone fragments 66-84 C Yellow (10YR 7/8) silt loam 3 E 0-5 A Dark reddish gray(10R 6/1) clay loam 3 5-48 Bt Red(10R 4/8) silty clay loam 3 48-84 Bt2 Reddish brown (2.5YR 5/4) silty clay loam 3 7k,::„7-7;,•40N 0 *i , e STEPHENP. Ci0OCH v� LIC. NO. 106 p= (I_'S-�� PJ oNSITE SO\� i Soil Information Summary Lot 2 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 19% 3) Depth to rock/impervious strata— 84 inches+ 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 75 @ 60" Comments: Reserve drain field will be an engineered (alternative) septic system. o�., p� ,LTH OF L 1. to ijir 49, 2 Z • USTEPFiEN P. `�00CH3' • • : cc G LIG. NO. 106 OZ \toss Q ,v o ONSITE SO\� P GOOCH ENGINEERING & TESTING page 3of 1821 Broadway Street Charlottesville, Virginia 22902 Abbreviated Design Form Lot 2 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 60" 75 @ 60" B. Trench bottom square feet 596 254 required per bedroom (from Table 4.6 based on x Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area (ft.) 100 100 •1yEALTH OF E. Width of trench (ft.) 3 3 o\ `'9 2� F. Number of trenches 8 4 s.fe6 P. • • iC LIC. NO. 106 02 G. Center-to-center spacing (ft.) 9 9 411P • H. Width required (ft.) 66 30 ONSITE 50\� Width of available area(ft.) 66 30 I. Total square footage required 2384 1016 J. Square footage in design 2400 1200 K. Is a reserve area required? Yes, reserve site available within area investigated rn, yam'-i _ /./iI , !, //e '/////,// :,,' 'e - • %� - - Jam'; / •-... ••__7_----„.7--".-_--..''.:'.:,:•:--:;•-..-7_':-.sti-- 1/17:$14i1'n/1/// / / ','';'//1,i/1////1/il ''/'',7'',;•:::'-,,':-''.-.- ,-•'•-;•--'7.--:-• " ----1 -- : - __-^-•!F_ _ _ _ _ __/.'. /, '//I , // / /// // / // / / ' .• „ • - -= = - -!tR _-_- -L4.G'. 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I1 1 1 I 1 1 1 I \ icel S. `n // /i / /'' \ - / E/,/ /, A/ ,/,"//// ,,//,,I, 1 _ ���" /'. • PF 26 ' - / / 27r F' / , /'I / /, ''/ / / , 1 2, _ / ',Me"!II,0F/, d',;;.....,-1-,..-/ : // / /',*',// f,///'././,//// '/////'///r/1/1 1111' - • , -_21.pr-..jr-,tit-IFrite441.111 7`/yJ/ - - / /, .� ►���-, - / -_- Scale 1"=100' .- Soil Profile Hole ;,'',;,,,;,,, , \ \ ' ' 2 OF 2•° House and Drain Field Sites '•;'' •' /';„�'""' ` \ , , \ -- - Lot 2 ,- /,' /„/, bF` f \\ \•' 24 - I5C _ ��/ /�! ,��//////,�'. , _ Ashcroft West :; •/ ;% \\ \ '_- - _ -- - Albemarle County ' , ,;;,• =' =;;',' ; ;;,, ,4, __ __- Gooch Engineering & Testing, Inc. ;;%=' ; /•; 'Isri - - - - - - 1821 Broadway Street . ,. ;;-;,; '" - - - Charlottesville, Virginia 22902 --=;;- r • ' ewe_ l � ,' }. Soil Profile Ashcroft West Lot 27 (in.) Horizon Material Description Soil Texture Group A Dark reddish gray(10y 3 7 Bt Red (10R 4/8) siltyR 4/1)clay loam 3 clay loam 0 Bt2 Yellowish red (SYR 5/8 3 2 C Yellow (1 OYR 7/8) loam clay loam greenstone 2 fragments with weathered Cr Greenstone (Hand auger refusal) A Dark reddishgray3 `; (10YR 4/1)clay loam Bt Red (1OR 4/8) silt 8) am 3 3 1 yclaylo r. . Bt2 Yellowish red (5YR 5/ C Yellow (1 OYR 7/8)loa clay loam een stone 2 ,7 fragments m with weathered it, k Cr Greenstone (Hand auger r i efusal) , ' -, A Dark reddish gray(l0y 3 clayRo/1)clay loam Bt Red (1 OR 4/8) silty c] Bt2 Yellowish red(5YR 5/8) am 3 C Yellow(10YR 7/8)loam Clay loam 2 C. A Dark reddish gray(I0 3 Bt Red 10R 4/8) siltyclay4/1)clay loam 3 ( loam ,4.).," - 4. Bt2 Yellowish red(5YR 5/8)Clay 3 C Yellow(1 OYR 7/8) loam loam 2 ;,, : A Dark reddish gray(10YR 3 4/1)clayloam Bt Red (10R 4/8) silty clay loam 3 Bt2 Yellowish red(5YR 5/8 3 s ,,L C Yellow (10YR 7/8)loam clay loam ` i .' 2 A Dark reddish gray(10YR 4/ 3 Bt Red 1 OR 4/8) siltyclay1)clayloam 3 ( loam BC Red (10R 4/8) silty clay loam and yellow g 3 . 7/8) loam (l 0YsA�T H C o Cr Greenstone (Hand auger refusal) " G' 441,1 1 tar .. .c, 5' t, r 4{-1jw :4 ? ^J ,am( 1 .1 E 014 4 is; j * -•'•V(.. Soil Information Summary T�� i. _ Lot 27 ,w, .� „ r,,t... Ashcroft West ---- F „ Nd [tion on slope information—Position satisfactory, side slope ,,.a` °ti'' s',,,-; , ,. • . . p` 4, . . ,-;,....- 446., ,...41;- ,4 ,,,,,,,, ,, )e— 18% ,•., 'Y th to rock/impervious strata—84 inches+in primary drain field (Holes C-E) —72 inches+ Min.—40 inches in reserve drain field (Holes A, B and F) t th to seasonal water table— 84 inches+ z water present—No percolation rate estimated—6060"in vicinity of holes C-E and 90 24" • @ Ty @ icinity of holes A,B and F. •nts: Reserve drain field will be an engineered (alternative) septic system. i �\14°' H pF V p �9 . . . Itirk.5./ t. s U Si�H�ht P. d � 44 ? L!G r,O 106 0? x .. .1. \ JQ FG dnISITE s°\ 1 �NGINEER(NG & TESTING; ciway Street tElc, Virginia 229(12 •'shhreN iuted Desien Form Lot '7 Ashcroft West Primary Reserve i'erc,olauon Rate 90 lip 24" )ottom square. feet 452 306 per bedroom �s� , .' �,.: able 4.6 based on rty L1'D *other *FLOf10 or :\dvanic,. ".. Treatment System of bedrooms 4 4 *tions f trench (ft ) 90 -f- 5 75 ravailable area (ft ) y0 75 trench (ft ) 4-4 if trenches ;U 6 _� ,•N c 4 „N„ -center spacing (ft.) 9 7 ;4<<, s STEN ii uired (ft ) 84 48 t y available area (ft ) tI$ Jar ' ire footage required 1808 1224 sv.*r; )tage in design 1 890 1350 atca required ''es, reser\ site c:1 n.e,nc,L : _ drain field will be -1 ` o arc r;Lhcs .rrid 6 45- trenches mo - - - w- - - _ -_ - ,!. '.,; '/ / !' / ! /i' ! -_- - ; Ems ,! `. 111110 - - -- - -- / / s1 / ". 4 ,, „., „ , •DP" Ef//, / ,an. . ....yrt0.: ,60f#7. -10"; '...- e / ' / / 1%1 /.. ."...... e 1 / / / 0/ e'' , / //// / '// // )1.72 101 I 14--1 1 r-1 ' ' •, / • / , „- .„, ......--", ..• / ,/ ./ / / „. /.:, -, , //, / / , . DF -5A --- - - - , /, / , , / , / ,' ,- - , , / / / / / / // / // , >it -- --,' / / // /, / /, /./,- , ,'' /Yit , : i:: - - - - ,' / /,/r // / // /,'' '-/ / /.. , ,(�, '• i--/// '/ , _ , - - '/ !/ / // / // /aate•/ 4 '/ /!/�'/ ,�� /// ,, 'r '' '-.44.5/1' r *'''-::'" ' ' "- 1 / / ' / // / // 1 O // / /-„' -5//// , / �'• / -_ DF - -- ! I, • --_ - _ _ - ' / / /////„Y �+'/! //1.'�. 5.', A - ,-,,,,' .' :Q ..... ... -- - - , / - - ! // ! J // •! , / ,„ - . _. "'` - ' - /' - ' /'f r ,- , -,_- __ i-',/,/,, ,, ,,,,/ r!/ !•:-'-'_ /!,, / ... , ,,,, „ ,...„_., ,v...... „. „ , „ „ „,„,,, „,„,,,E,„ „ ,. , .,_ _ _ _•__, Scale 1 100 " _ , - Soil Profile Hole '' ''- ! __ House and Drain Field Sites ''''' ' ' '' • ' " " '- Lot 27 '''; ''; ''''" - - • - Ashcroft West '/ ''/ 'r '/,il ' /, ' - -. Albemarl ' ' '' "' "' '' Gooch Engineering & Testing, Inc. '' "' ' '' ' '' '.'' -___ 1821 Broadway Street ,,, ' '' ' /,'' ' ' '' ' t ( lw• Soil Profile ` -•t .� r Ashcroft West t ,: Lot 28iii, .. Horizon MaterialSoil Texture l ''`y [� ,.,, Y a iitu;1,- ` . Group A Dark reddish gray(10R 4/1) clay loam 3 .M Bt Red (10R 4/8) silty clay loam 3 l '�" � ' Bt2 Yellowish red (5YR 5/8) clay loam 3 " Y, C Yellow(1OYR 7/8) silt loam 3 i A Dark reddish gray(I OR 4/1) clay loam 3 lajor Bt Red (10R 4/8) silty clay loam 3 Bt2 Yellowish red (5YR 5/8) clay loam 3 C Yellow(10YR 7/8) silt loam 3 A Dark reddish gray(10R 4/1) clay loam 3 Bt Red (10R 4/8) silty clay loam 3 Bt2 Yellowish red (SYR 5/8) clay loam 3 A Dark reddish gray(10R 4/1) clay loam 3 Bt Red (10R 4/8) silty clay loam 3 Bt2 Yellowish red (5YR 5/8) clay loam 3 A Dark reddish gray(10R 4/1) clay loam 3 , Bt Red(10R 4/8) silty clay loam 3 Bt2 Yellowish red(5YR 5/8) clay loam 3 C Light yellowish brown(2.5Y 6/4) loam 2 � r . -' .' ,,, . A Dark reddish gray(lOR 4/1) clay loam 3 t I'i Bt Red (10R 4/8) silty clay loam 3 • Bt2 Yellowish red (5YR 5/8) clay loam 3 4JEALTH of Al. p0� Li • liairf 411.41 •• STt HEAP R H • • L. NO 106 pi °Ns,TE so\- ,' 'v1 kL • Pam 2 Soil Information Summary Lot 28 Ashcroft West Position on slope information—Position satisfactory, side slope Slope— 16% 1 Depth to rock/impervious strata—84 inches+ Depth to seasonal water table— 84 inches+ Free water present—No ) Soil percolation rate estimated—65 @ 60". 'omments: Reserve drain field will be an engineered (alternative) septic system. \4,/,1EALTH \O 19 f, 414- ♦ EP'HEIICOOC ♦y a9 :at Zs‘ IN;) 106 fr: 5.0 9i� t(`I J-.1) Jew ONSI TE SO\\- r GINEERING & TESTING page 3of `7 - J'� 'ay Street ~ _;: '` le,Virginia 22902 i. !• 1,. j4 Abbreviated Design Form Y Lot 28 '"r` � •;. Ashcroft West Primary Reserve ,a ;" r •ar $Y•S'ntc �� 3�i r.aq` s , Percolation Rate 65 @ 60" 65 @ 60" °ice a; .� ' , ` , �`ttom square feet 496 220 ' ` er bedroom f le 4.6 based on 4 :y LPD *other *Ecoflo or AdvanTex Treatment System bedrooms 4 4 ions trench (ft.) 70 40 available area(ft.) 70 40 y , •ench(ft.) 3 3 trenches 10 8 �EALTII 0F °` •'ap::4)°: ���;enter spacing (ft.) 9 9 �i : E1 p Uir ®D ;ykaired(ft.) 84 66 ;c tC ::„:M: os ¢6� .•: j•' vailable area(ft.) 90 120 ;� Zt—ri_D7 �P °NSi TE SON\' -. -e footage required 1984 880 _ tage in design 2100 960 area required? Yes, reserve site available within area investigated —.'../... —/ / //,////',,,,,/'- ,/ ,'/ , / /' _ _.-- _ _ —— — /_ — _. -,'/-/,'4,& a , / ' , ' ' / / / / ,/,,' —_ — '/ :OF,. .E / ' ', / _ \ `• ` 1'� �L. 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