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RC-0532-2023 ',4 „47,,,„ Office Use Only 0 MANUFACTURED HOME _� •Permit#: �— OGj'j Z- Z'O Zj PERMIT C�i�,I N 2�'�. Town of Quecnsbury iPermit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.n t AUG 2 5 2023 Rec Fee:$ Nk 14� Y\ce1+11rv, TOWN OFQUEENSBURY Invoice#: JI BUILDING &CODES /� / Flood Zone? Y )Reviewed By: Project Location: l 9 �ev�A A V c - Tax Map ID#: J:2-JY6® 3c3 /C /" fv V Name of Park (if applicable): PROJECT INFORMATION: 1. Proposed Date of Placement: V Ay z 3 2. Approximate Value of Home:$ ®/11 J f1 110 3. Is the home NEW Z or a REPLACEMENT X ? _ i 4. Single-wide or Double-wide X ; Size: 'Z i'1t.x 2 y ft.= �.f-D. . total square feet 5. Foundation support(choose one): Size Depth Piers: y X Slab: 2cx`i Z _ .J7 "-- 6. Is the home being placed on a private lot? No Yes** (**if yes,you must provide stamped engineered drawings of the permanent foundation plan) 7. Total#of rooms(exclude bathrooms): ;#of bedrooms: 22 ;#of bathrooms: . / _ 8. Additional heat source? No A Yes Choose one,if yes: gas fp woodstove_ wood fp 9. Are there any other/existing buildings on the property? No X Yes ; Explain: 10. What is the water source? PUBLIC X PRIVATE WELL / 11. What type of wastewater system is on the parcel? SEWER PRIVATE SEPTIC X 12. Do you need a septic permit application? No Yes (if yes,please.submit separate septic application) MANUFACTURED HOME INFORMATION: • (INFORMATION FOUND ON THE PLATE OR STICKER LOCATED IN THE HOME): Insignia serial #: P .../ 5 Name of Manufacturer: S ' "I l Place approval #: Model or component designation (New Home Only): f WI, Date of manufacture: Pr13-D Manufactured Home Application Revised July 2022 1 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: AA Name(s): A/4 '''o /I , c' Mailing Address, C/S/Z: 4/ %o /fig ri'rr ef'- n,`1d/d-e›,,v f g js? i' 49s—Z `'? Cell Phone: / ) / Land Line: ( Poi) 2 ,7f 7‘ Email: L , oUi . rs • Primary Owner(s): Name(s): SG,/'-t--C.. Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: 0 Check if all work will be performed by the property owner only, • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): -mg-) , a it -. fieMa-, 7s /r/4 IN 1�Ul�O vs Aorr�,S1r\c� . Contractor Trade: /4A4/L FA ap 1 1S�A,� /�,iii, / it Mailin Address C S Z: ? Y, L53"73)" Cell Phone: ( )_.) Land Line: ( ) Email: iiv N jam, .vim ( 'y.4 W..,.&'"" **Worker ' Comp documentdtion must be submitted with this application** ALe-'''./-Pl -v-g-A/c1 Contact Person for Compliance in re ards to this project: Cell Phone: (. v" ) 7'Z17 i>- l Lad Line: _i___) Email: t g, , 5o 11,, c7/y4 , DECLARATION: I swear that,to the best of my knowledge and belief,the statements contained in this application,together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises; and,that all provisions of the NYS Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or not, and that such work is authorized by the owner. I have read and agree to the above: PRINT NAME: -3 O - 1/ ,2 Aare v, SIGNATURE: / DATE: .`. .2 7 Manufactured Home Application Revised July 2022 IVAN TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist. `( Plan to scale '{ Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) 01\ All wells on property and adjacent properties shown 1-4ucs tC-a.L--- Water line shown Municipal or well 10'separation to any part of system {Setback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) `( Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 2... - p3Ei2�- � Leech Field 20'from foundation 100'from any well 10'from water line ON Seepage pit 150'from well 50'from septic tank )Pit Seepage Pits 3-times diameter apart YSeptic tank and pump stations over 30 gallons 50'from watercourse or wetland ‘(Distance from bottom of trench or syst 24" be ck or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland �oe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation Provide Engineer/Architect stamp for bed or design systems ON-Department of Health Approval for all mobile home park new systems Flood Plain requirements ‘(2'above established flood elevation to bottom of system Ok II tanks anchored or 2' above flood elevation • 1'MAX.--I ELic _I -1'MAX. W/Cpt.Siding Goss Door -r - ---------t-}--------- T T•` i130 1130 , c -,° (1410'#j (1410') obi • waR n— - - __ '-�r - — �j- — — — f. — 19-2`i :i14 15'-�I— _ --'-'---' - — — — 0 3110g y — _ 4090 i @ +4090g')/� Ll �— — — — — -E \t 5703F TYP. —6'-8"PORCH-- I (8400) TYP. INA?-1 - m I I' -Li 0rl — —'— - —• -CJ 1=7� 1'MAX.-i --. 9'— _-9'----I-- 3'--'— L---Y'_-----+-'--'o'-e'...---I t-I'MAX. (10'MAX) V03L N. T 1 tll cii ----1 u, PIERS REO'D UNDER SDEEWALL PORCH COLUMNS. -1m4f-'d Itr. PIEI'. POIN LAWPJI ;PIERS 0I-ULAi,! ;: CETIIL'R.LINi. t57l OUT PLRRAI:IER FOUNDATION) PIER POINT LAYOUT 20# 'Lc rJO ' (.�—__. ._—.I NOTE: AIL U11U7?DROP MEASUREIAENTS ARE APPROXIMATE^ _ 1 - -' CO'Ji?,C.T !U,"JC:!I:;TJR!!JG DlbiSlOtd FOR LOCATIONS. r+�;rrr�:�ra rnv1 roN.ti T->--i------- - '- I 1 -Bce��'_P_:F.iLS4P1?S.M1's C.� $DENA.'.i.[IE3 0),IkF?OFTS X ylAWj LINE`.GSM.y!d!1..5S1F'24RTS 231 'LIGARCRF.EN _Z['octiDwTcostoiI----_.- V.v�o)-18-77' I 14101/1.11111E 7 SAE EJST.1IC. IiN nlANunl S_E RJs LADON t/,aVllAl SCE L D. /l0. 3 417.) d 273 RKANShS CITY S,CG1fiiCRD Di90390 7J�rA9LE !� ETC•. ID iAHL'c b F!G. 9 Ii.ULL a, FIG, ;)& 1U }-�y -O__ ' I) 1111E DGCUAIE\'7 IS SUBJECT TU CHANQE IMBI07T NUiICE 0R OBLIGATION. FOR PROPER SFTU. AND SITE 35'AY JACINTU j 4 H•::SRU 4CFEATID� .0. ,)9_IU_TJ _ Dom, D\, FC Fin!, INSTALLAT:DN REFER TO THE INSTALLATION MANUAL. 39_YOOISLASD w 3 19 P;,CC4 j SILFRC2 O 1U'l .0 15_!r,jS - I'LDNE '•} • ALL ASPECTS OF TIE FOUNDA110!4 CCNSTP.JCT'0N ARE PERFORMED ON-FILE AND ARE SUBJECT TO - 'x ii STD I-IOU!.-'R(. IJ F:.'F 1 oJ�"- Dnh_D..^` '+)?S LRoto x REOUIRLMENIS U� IRE LUL:Al A1ITJIQRITY HA;".NG.A,RISUIC DON. 2390CeU.A �i!-_, - °J+�' I/At:E !/S)} 3) THE PIER SPACING SHEYAN +S SUGGESNVE ONLY 1HE ACTUAL P!E R SPACING, AND FOOTING SIZE IS 10 BE X1' ..EO1.A ---- _2 JGGO 1A,O rca;;•i KO — NI D7-S? �Sj!F . __ - L• Ci:-EF;M;NEJ BASED UN %Hk. AC!UAL SiE CDVDI7101J5. ROUE L.'VL LOAD 20Nt. AND SU::. ULARING CAPAUl r1'. —"-'—" —' - "-"' - --- RE.FcIY TO THE INSIAL:.AICN YANUAI.FOR FURIIIE.R Di:!AILS. MAXIMUM PIER SPACING A? LIA1N BEAMS IS ID HE '13..ANCAS--- + BOX LENGTH DESCRIPTION ~DRAT NC NUMBER •IJ' o.a SIAT OR LOCAL INS 1AlLA1!ON R,;.t?:Fh'Er1:.N IS J,!A'l IlL MORE 5Tr?INGF.tJ T. - �.-245 fuMINNYILLis-- -__-___ •�_._+_.—.... t1 _nLL Ulld_N_,:ClJS MUST BE bLn;F!E^BEFORT FOUtJDA710N COVSIY.UCTI'\IS STARTFQ, ERN.BY:CE71 DAB.07/'Cir,IIS ^ {? 4 u _FF. !AGCifi t` • • . r \Ws c g X cb: loth 30 00- (>77eAf- 1-:t7E-t Lot_ 4 x I?! C. 67•4-c-A-3-- Ve 1-; P Y -.. ; . . . ; ■ ,_ , , ung�E Addendum to Installation Instructions for Frost Protected Sec. 4 Slab-On-Grade Foundations in the State of New York III.: 51 Page 145 ! Bringing America Home. -_-._ Sheet 1 of 3 1 n7 t rgIatlt Lin r-. Concrete anchor.l i _-- -m• `." See Detail'A'.pp Conforms to R-5 min.insulateAlioe:00•00.0000,,S#0.2 _ HUD M11CSS skirting w/self-�CI f?1 SEP 0 b 2023 7/14/20 vents in'cold w ae is required.See rote 2: _- Main Unit I-Beam Mating line piers Tie-Down Strap per `[ i O\AIN OF oUCEN►SBUIRY 1 / setup manual. 1 y L Rt III DI(�!v 6.L.,',i_,c:J _..-__J II \ 1 typical p er per I -74 setup manual 6"min.concrete 4------ slab. See note 1. T-L. s 1 I < <•s"t.a'a•t"a'a-a'<'<-a'a'a't'<'4•<"a't�<" .<•t•t•<•<•a•4-<'t'a'a'a'<'<•t"a"a"a-4•<'<-a'a•<•a'a"a'a'a•a'<"a'a•<.a•a"< t't•a's'a'a•t-a'<'<'<•t'<-a'a'e .c�h'=.�:'. i Y�> > }>f 4 1 >9 Y Y Y 4 Y> >> f 9 >>Y> Y Y>Y Y>Y >>>> >} Y Y>>Y Y Y>> > > > >>>>> }} 9 > >>> 9 >>}}Y Y Y >>} > , < 4 < tt < < < ta < < a < < asa << < < < 4t < a < < << a < a4aaa < 4 < a4 < < < a44 < < < as < aaa � 4 < aaa4 < a < aaaaa < 4 (' ,'.:Kit-','.< aa taa14,<> ,t><>J., , ,•s�,•.A:, , , >ti. ,.. .,:l.M•>� tied,','':''.*,,, ''`''`',,'V"',,,,, \ye'iiy:>.> , , , ,+i',', >\,,w- . :, , ,•'Ca.,,,, ,,`•>`•>,,, >(,t,4 4+t'4'`f4't'a'4'a Yai S >\s> , , > > >.�-.%5.ay.C;�y✓��T��'���k.\�`'S�.i"�ti�'�c.�.`.`at��<:��5�.���FA•r��.va:����n f�,�`:y`f�'� 4•}��i�.J;:�c��`a tip.;y,A�YV•i��x��✓t�:���v�����`-r✓vv..�°'�'i i�>g�<yaS"�*J ;.° .:t ,�`t (�^..,.tf::�c�.:.�-c h. .�.:R ��..a ,. 1uZ. �ti`.(�:�� ..7:5c�:;C'C�...,..Z�.�.c�,c..s•-.!.�.- ♦ 4�.< -•-•-- 6mm min.poly vapor Multi-Section Home 4"gravel,crushedstoneor clean \ \ barrlerbeneathslab insulated Skirting Version graded sand beneath slab. 12"min.perimeter footing See Detail'A' Typical Insulation. See Detail'A' C®®Y Typical pier pe-r L ! wn Strap per jri> R-5 min.insulatedsetup - setup � F 'A� )r';A manual manual. ' skirting w/self-closing /� P f 7�S �` � vents in cold weather is Main Unit I-Beam / GD,wZ • ,,, 'oh required.See note 2. '•^' Zfi V.x c'\ 'P k 6"min,concrete ►- lt�` Concrete anchor. slab. See note 1. `i i( � �1�� U1 , See Detail'A'. `•\ ". `'7. 14-0i C- /• �^ ki<�f: ,„ 0�3'�3� Q f� yam ,.. r (t'<r<'<'4'<'<'<'t't'<'t '14't'4'a'a'4'w<'<'t't'a'<'a'a't'<'<'a'<'a't'a'a' t + �i,i,4 ,�,, "}', >t>q`t>41><><><>�s>a>< < <> 4>t'`t>a <>`<>< < < a>4><><>a><><>4,',',', , > Jr ,-N✓✓�5,,/•'> O?��✓� ✓'$:r�S��'�t�•�. .�,5.�i-' �.fv� S�rS .. �i'i�z•..�,.S�S,�S���:��.�5�.�: .•�v.�S,,'y''��"�v<�.�r- .fi�.�7, "i. 1: S�/-.� ' .a; �`'Jri'u' A`r`. °✓ a.•. 'A s�$�=a'9v3 Y ✓W\ vT r}1';'J"Y�S)'a,.•./v' — --- . �.Y" „�;'?Sr� b•.,Jr� lrj:..�3�r>,..��32v� Yi�...�ir33fir1..r �lza:� �rr.�S_ ;Y���`y�.<. 6mm min.poly vapor 4"gravel,crushed stone or clean Typical Insulation barrier beneath slab graded sand beneath slab. \ See Detail A' Single-Section Home 12"min.perimeter footing See Detail'A' g Corrision resistant Insulated Skirting Version min. metal flashin . • Concrete anchor for tie-down strap < 1 /per manufactured instructions B 0"-12" I A C Slope final grade \ wi I< > so water runs 0 • •: —�` (2)ft4 rebar continuous T 1.around perimeter or as : �C h�Y ''�✓ required by anchor mfgr. D=12"min.See - -; i� v Foundation Table 1,sheet 2. :"' :<= %- perimeter .� ,$, vv s r" ) 'aa>~-a a>a+%,':',4,t)<)a i><>a)4s4)4> a> r< , ''�"•' " " " " " 4 " ' " 44 > > Vertical insulation.See note 3 44t aaaa < 4 t4 a . aa aa44t4 < 4a4 < < s mil,•,i �.:1•:y�f<.: `� .,,,:;�.. \ and 4. •�s,,�` ,,�,ar-}�.'v� ..rr< U s-,P,ipp>, e' See Table Ion sheet 2. Nominal 4"screened or washed Detail 'B' Horizontal insulation. See note 12"min.perimeter gravel or crushed stone. Insulation Placement 3 and table 1 on sheet 2. footing Detail 'A' NOTES: Perimeter Detail 1)Slab thickness is 6"minimum on 2000 psf soil bearing capacity. For 1000 psf soil bearing capacity use 8"thick slab. Concrete compressive strength to be 3500 psi. 2)Foundation insulation and insulated Skirting is not required when soil is not frost-susceptible to the frost line. Soil classification of frost susceptibility to be determined by a soils or geological engineer,determined by testing,determined by soils records,or by other method acceptable to the local authority having jurisidction. 3)Below grade footing Insulation shall be expanded polystyrene or extruded polystyrene complying with ASTM C578. 4)See table 1 on sheet 2 for insulation R-values and lengths. . 5)This foundation complies with 2020 Residential Code of New York State and with ASCE 32-01. `6)All other aspects of the home setup shall be per the Skyline Corporation Manufactured Home Installation Manual. Rev.:1)Update note 5 to 2020 RCNVS-1TL-7/14/20J OMiNE Sec. 4 c in 1 III.: 51 Page 145 Bringing America Home. Sheet 3 of 3 Mating Line. Concrete anchor. See Detail'A'. Skirting(optional). Not required to be insulated. Main Unit I-Beam Mating line piers Tie-Down Strap per — / — // setup manual. /�( Typical pier per I I i setup manual 4/ 6"min.concrete �r slab. See note 1. I s _ i��C�.�C�'i�'• < a t < a a a , a < < a a a < t < < < < a < < t < , a t a < , < , t t < , a , a < < < a < a t , < , < , < a < t a < t , q a < < a a a a < a e < < < < < •��`",�� U; _1.S%7.tea( ( •.. <>i e'•'<'<'<'<',''<><'<'t'<',><><>i><>a><>><>a><>a><><>t.t><>a><>i'<>t>a>i><>a><>t><><><>a><><'a><> <><><><>t><><>a>,>a><>a>a>i><><>t>i>i><>a><><>> 3�'aR.�;�Y < < �'�'. r.�: `t. '. `� �\5...\`' :t. `!. A�5.R�:h:';�S�'\ ;:;4�t5`.f`:"j[�\A�?:;.`tY.,.�ss:\�,'*ti75:}''�-�iT.'vi.•.yak: �SS:�:;;;�;Sa`<��F.��:y��5\�y�..��[,�'`�:`"n:�: > > > > > Y > > �;. t•. �`F :+'T'� \ :4 \' Ste. •��n<• s.' S.��:.::a'✓\3�.%1Y';'^Yr��,l��ul; i' �r.`1����.;� ,�v���ti.V�..y. .! 4 4 1 y.,�< �Ne` i4':':� �'<•tr �:' :[� �i�1 .•� •.�.� :���. [`: i< �.c.".!.•R',!•.`r �:��.j s ' [":` ':•,;..:�'"[`?,"n'F•`�.:�1.:::E '" ..<.< J ' Multi-Section Home 4"gravel;crushed stone or clean graded sand beneath slab. Non-Insulated Skirting Version 12"min.perimeter footing See Detail'A' Typical Insulation. See Detail'A' Typical pler per Tie-Down Strap perL ?� ,NI a t'l *• setup manual setup manual. �, r f`T= ' ��'• , :r �< b'`-.:' :,C) l... + Skirting(optional). Not ` Main Unit I-Beam Irk/• required to be Insulated. j �.ri �3,3.kt 6"min.concrete - slab, See note 1. t> I,,sue?Ill I U Y Concrete anchor. +;iiy ; ; '?1.L i tt y `� �'' '° '\ . Wiz:;`:,! _,.;,) ;c v See Detail'A'. i .l [ — ` eJn ;� •�=f¢•w r.C-f , . ti I.`•>``> ,a, ,<> ,a>a>a>asa>a>a>`>`>s,s,<Ya.a,aYa,t>t,a>1,`>`><,a>a>a><>a,<>a>t>a>a>a>a> > > ' > >->>�.f�1..'•:. v V aJ _.•r ,fr.• ),•t t• • !a,,,.•a < t < a < < < < < , < < < < t , , 1 < < < < a < , , < < < t < , < a , .<,a,,,<•t,<•t•t < ,ter >'t:• .Y1Y�V.e-4:.;:��:r`�,y`?.�:C SL?�'•"•t:'„ 9'�+5\Vi`i>�Ti�S'�.t`i'�:<?;1'�y�)•?a�.y �`� eJ„�>�� ` �J'• G` �)`�">• d,\ cy t.a z`V�[r`[,4 �� ; Qz\S �v � .{�y `>;\ "^1, �.�. r\`>>R.::4;0^' MO J "r'•Y�.Yrv� `` .•`t.. E, s l 'fi44- \ f� .': .>^:' �l\ r '.4:'°J4 ;� 9 1 �t-rt r '`1`;s:i�%:.n\L��". _ , 5. V asin " ' 4"gravel,crushed stone or clean Typical In ulatlon. graded sand beneath slab. \ See Detail A See Detail'A' Single-Section Home 12"min.perimeter footing Non-Insulated Skirting Version 4"min. / Concrete anchor for tie-down strap { 1 Zper manufactured instructions 0"-12" Slope final grade \ TABLE 2-Required Insulation \ 1 - so water runs (2)g4rebarcontinuous Required R-Value* ��around perimeter or as Air Freezing Dg Assumes mean Annual -, required by anchormfgr, Index min. Temp>41 degrees F. 1T..>� .. . / 750 or less 30 5.5 D=12"min.—5"`��rs,>>,�,�.'s� `/ .,s :'..,�,, 1500 49" 6.5 ' �1 `em 2250 63" 9.9 Insulaton under slab. See 3000 79" 13.9 rr<•rr<'r< ,•ra•<•<•<• ,•<•t• <•<•,•<•r<• <•< t•,•< rr<`t,. < Table2andnote3' See Table1,sheet2forAir-Freezing Index. `'''a'`'`'<'`'`'`'a'.'.'`'`'`'`'`'`'`'t'`'`' '.'a``'<' <,<,a,. <'<'. <'t'.' •Insulation Is reduced by 0,3 for 6"min,concrete slab, I I a < < < , t l < < < t i < t < I t t a t < < < l < t t < < t < a t T, f 1 t•l u ,t S <. , ' 1 t.(:f,; Y ti: :....F �' "� � `y.�v. `' '" :< ` "�` `Nominal 4"screened or washed Dg. See Table 2 > 12"min.perimetery gravel or crushed stone. ���#®2 footing Detail 'A' Conforms to Perimeter Detail IV HUD MHCSS 7/14/20 NOTES: 1)Slab thickness is 6"minimum on 2000 psf soil bearing capacity. For 1000 psf soil bearing capacity use 8"thick slab. Concrete compressive strength to be 3500 psi. 2)Foundation Insulation is not required when soil Is not frost-susceptible to the frost line. Soil classification of frost susceptibility to be determined by a soils or geological engineer,determined by testing,determined by soils records,or by other method acceptable to the local authority having Jurisidction. 3)Below grade footing Insulation shall be expanded polystyrene or extruded polystyrene complying with ASTM C578. 4)This foundation complies with 2020 Residential Code of New York State and with ASCE 32-01. • `5)All otheraspectsof the home setup shall be per the Skyline Corporation Manufactured Home Installation Manual. Rev.:1)Update note 5 to 2020 RCNVS-1TL-7/14/21 i , allifILINE c.Se 4 c. 51 Page 145 Bringing America Home. Sheet 2 of 3 Table 1-Minimum Footing Depth and Insulation Requirements Air Freezing Min.Footing Vertical Horizontal Insulation Horizontal Insulation Dimensions Index Depth,D Insulation R-Value Per Detail'B'(inches) (Degrees F-Days) (inches) R-Value Along Walls At Corners A B C 1500 or less 12 4.5 Not Required Not Required Not Required Not Required Not Required 2000 14 5.6 Not Required Not Required Not Required Not Required Not Required 2500 16 6.7 1.7 4.9 12 24 40 3000 16 7.8 6.5 8.6 12 24 40 3500 16 9.0 8.0 11.2 24 30 60 4000 16 10.1 10.5 13.1 24 36 60 See Figure 1 below for determining the Air-Freezing Index. The Air-Freezing Index may also be determined by the local authority having jurisdiction. AIR-FREEZING INDEX"(°F-DAYS). >�t)tj.' +'' AN ESTIMATE OF THE'100-YEAR RETURN PERIOD /die ' !J. e, -'%0 afe• '4:7.-- , . ft , { - l ^ off •, :loseu. t, , .. i. � - .a .lien' .• - , .�� � y 'I IC. • 1 ,,, r,) : cz,,,, . Lim'. o, R tc,- N,,t - s 4,:t a Imp, Flicl .,. _NAL b. A0. ..`, 1 ">eo Le e.. .c- 1 _ v �_ - _. e l ,= r i./ + g .. •ter ` _ ':. i' �rre_�r-1 .� rc. • d+ i f _ - - +, APES#02 yr _ '�', �� , Conforms to ' `va^r" -Ci + HUD MHCSS .\,`- . , 7/14/20 Figure 1 • t. Air Freezing Index. Air Freezing Index for State of New York by County 1500 or less 2000 2500 r 05- ��° ('i7 c ,a, Albany,Bronx,Cayuga, All Counties Clinton, ,,T ,�� L. •,,;`� ,�; Columbia,Cortland, not listed. Essex, .) 'y� ' '. ` `'�� i,,,, \ Dutchess,Genessee,Kings, Franklin, r ,`i, ,; Livingston,Monroe,Nassau, Hamilton, "- i°Aa -4,• e 1 `1J l �:} New York,Niagara, Herkimer, 9`;n ,.... Onondaga,Ontario,Orange, Jefferson, 6, • <Cc E-- �' ~`'1� Orleans,Putnam,Queens, Lewis, 4ct7`� 09�10 c"� Richmond,Rockland,Seneca, V. ` ..." ....'''`r: 1 St.Lawrence '`''' 'pr* S � ; Suffolk,Wayne,Yates Warren n ` Rev.:1)Update to 2020 RCNYS-JTL-7/14/20/ , Timothy W. Wales, M. CONSULTING ENGINEER 68 Waterview Drive Saratoga Springs,New York 12866 Tel: (518) 704-2480 October 4,2023 Ron Dufour �= _R. — 19 Park Ave s l, Queensbury,NY 12804 FEB 01 202k Re: Sewage Disposal System-Engineer's Certification 19 Park Ave, T/O Queensbury ` ;7a c; Mr.Dufour C2C.-"� The construction of a new sewage disposal system for a proposed 2 bedroom residence at the above referenced location, Tax #303.16-1-64 has been completed. The installation was completed by Dufour Excavating on 10.4.23. As the engineer of record,I certify to the Town of Queensbury as follows: 1. I am in fact the designer of the system. 2. I am personally familiar with the actual site conditions and in consideration of those conditions the system was designed in compliance with the Town of Queensbury standards requiring four feet of separation between the bottom of the absorption trench and the annual high-water table and Part 75A of the New York State Department of Health Sanitary Code. 3. Wales Engineering staff,under my direct supervision,inspected the system at the time of construction and I have personal knowledge that it was constructed in compliance with the design. Noted field variation that were encountered during construction which deviated from the conditions observed at the time the system was designed. *Proposed Septic Tank was run parallel with the side property line and the disposal field was changed from 3 laterals to 2 laterals @ 55'. The layout change was made due to lot size restrictions. This did not change design parameters.Lot is served by municipal water...House was not set a time of inspection. 4. Wales Engineering prepared an asbuilt plan(see attached)depicting.the septic system as it was constructed, including the appropriate measurements. Septic tank to property line, septic tank to street, disposal field to side setback.Inspection was performed on October 4,2023.Verification of proper setbacks to building,by others. If you have any questions or require additional information,please contact me at your convenience. Sincerely, lit 111 Timothy W.Wales,PE n ASLisc.#077263 ` 47,: ac, ��FEcSi01"�v f-i\ I' : I ldJ1 Yard tires [ PPONSEWA6E `N ___ DISPOSAL AREA bee '� 303. 16.—1 64 —2 LATERALS U 55' ( .; i �� o .d?`� ,�, --10' TO PROPERTY L/N L_ -__ MUNICIPAL I'VATER 1 ?'I" -!, ' '-EI _e[=.Y _ PROPOSED SOURCE : ., :., ; V .. -- _ram 1000 GALLON SEPTIC TANK W/EFFL UEN ' I _----- \ 303. 16.-1- P v, �+ o ✓' \ --i _ 44 ' '°- p- --r----- hou5 - DISTRIBUTION BOX 10' SEPTIC SETBACK RECORDED AS—BUILT DIMENSIONS STRUCTURE DIMENSION house field to prop line 10' septic tnk to prop line 10' septic tnk to street 44' NOTE.' septic tnk—dbox 5' 1. NEW DISPOSAL SYSTEM INSTALLED WITH MINOR REVISIONS DUE TO LOT CONSTRAINTS. ALTERATION DID NOT AFFECT THE DESIGN PARAMETERS OF THE SYSTEM. 2. NEW HOUSE WAS NOT SET AT THE TIME OF INSPEC TION. SETBACK VERIFICATION TO HOUSE TO BE 8 Y OTHERS 3. LOT IS SERVICED BY MUNICIPAL WATER. Note: THE AS—BUILT DIMENSIONS SHOWN WERE TAPE MEASURED DURING CONSTRUCTION WITH ACCURAC„ SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED DIMENSIONS. Dufour Property AS l UIL 19 Park Ave Town of Queensbury, Warren County NY . ON-SITE SEWAGE DISPOSAL SYSTEM AS-BUILT L.A - 5 of- Ella,\ . Alt& f..tpu ors_. gt ',1©1 TO _ -1cp`ttAJ - 1 r4 1 `A k— .„ r • 1 � --: 5'0 _______ _ ...>. 1 4"....''N' . . s ..._ __,...... ..,.., 4 . ..i. , . . ,. ..,__. . _ ,,,,.._...._ ... , , i .46 ...._____ .... { z . .. . va.6ebs2A ,,,..,.. , , , , , ( 9 ; t ,u . • ,,,"=) -'''uca 1--. ' • - \ l�, e-- . -. , . • :-.' 11 l ' i'• . i i .4c/ i30' r —i,,:.,, IP l ik•L A.Vag_ . 4 . . 1 � 1 I I ! t (15; DEED REFERENCE: 1) RONALD P. DUFOUR & BONNIE L. DUFOUR TO CORRINA DJIMASNGAR & + DJIMADOUM DJIMASNGAR, FILED IN THE OFFICE OF T`1E WARREN COUNTY CLERK IN BOOK 6566 AT PAGE 164, DATED FEBRUARY 2, : 022. I I MAP REFERENCES: Lands n/f 1) "MAP OF A SURVEY MADE FOR ANN MARIE CAMPP 8, JEFFREY P. CAMPP" i Deliciously Different DATED APRIL 17, 2020. PREPARED BY RUSSELL E. !-+OWARD LICENSED LAND SURVEYING. Holdings, 9 LLC ! L° 6565 P. 231 2) "MAP SHOWING LANDS OF IMPERIAL HEIGHTS PARK" DATED JUNE 1911, I I PREPARED BY WM. MCCARTY, ENGINEER. I 3) "MAP OF A SURVEY MADE FOR MAPLEWOOD ICE CO., INC." DATED MARCH 1, 2005. I PREPARED BY BOLSTER AND ASSOCIATES PROFESSIONAL LAND SURVEYORS. I 1 � ' I ! I I � I I Lands n/f II ! Maplewood Ice Co, Inc. I ! L• 1414 P. 283 I ' ! I I equipment IRF S87rJ6'3 "E 8I 150.06' EJ _._r IRF- - \ w �21� N Parcel 1 j ; } o �I o Per deed reference 1 asphalt driveway S87-56-38"E 150.06' 'RF i/ ; /�/ 150.06' concrete N87'56'38"W — — w'22' .,• t ., 1 3 ti:5} Y l f :. .jj Rs j+�t ^t 'A r` 4�• li it s c i ,� 3 , F p i i x x gg to �s; 9! 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Harrison L 6667 P. 291 i/ Lands n/f Russell Robichaud asphalt driveway L. 3304 P. 172 deck LEGEND Only title surveys bearing the makers original seal should be relied upon since other than embossed —seal copies may contain GRAPHIC SCALE O IRF IRON ROD FOUND unauthorized and undetectable O IPF IRON PIPE FOUND modifications, deletions, additions, 20 0 10 20 40 so O IRS IRON ROD SET and changes. C• UTILITY POLE 000o STONE WALL x WIRE FENCE IN FEET -' o CHAIN LINK FENCE a WOOD FENCE 1 inch = 20 & o POINT F.P. FENCE POST REs s —chw OVER MEIRLY IRF- n/f NOW OR F Pt _R J3; LOT NUMBS . 2 MAP RP Cl: IRF A copy of this document without a proper application of the surveyor's original seal should be assumed to be an unauthorized copy —Copyright 2022 Russell E. Howard Licensed Land Surveying — Reproduction or copying of this document may be a violation of copyright law unless permission of the author and / or copyright holder is obtained -- LOCATION MAP Cati0W E1 AUG 2 8 2023 TCJtVN OF Q1.'L SBURY E! ! l -? N0 & Ct DES NOTES: l '•+a^- MAr' "RLP rrL relots = rr•r•eal•n•.• n.;q2 f7EL; •�tln;,•%-Y ,J tsrt,i,-. r1, 1...-: i� ..vIvl i1 t!_u•.vnt: , LL., ...L. 2) NORTH ORIENTATION IS BASED ON MAP REFERENCE 1. 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 4) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE REGARDING THE SUBDIVISION AND DEVELOPMENT OF LAND. 5) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB —DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 6) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S ORIGINAL SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 7) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. 8) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. v MAP OF A SURVEY MADE FOR °F NE"' CORRINA DJIMASNGAR & ��Q'�� �MMETTF DJIMADOUM DJIMASNGAR oC Cr F-... • Town of Queensbury County of Warren State of New York S� 050 ao MSSELL E. HO1PAID MCIENSIED LAND SURVEYING 342 Main Street, Hudson Falls, New York 12839 518-747-8747 303.16-1-63 Russell E. Howard, PLS N.Y.S. Lie. No. 50540 Date: 02/25/22 Tax Map #: &303.16-1-64 Date Sealed: a�t ZZ Scale: 1 inch = 20 feet Revised: Drawing #: 22010 SEPTIC SYSTEM LIMITATIONS SEPTIC SYSTEM CONSTRUCTION NOTES 1. The best designed and installed septic disposal system will eventually fail to function properly without 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and prior to work, to review the installation details and inspection procedures. sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption wetland or water body. trench by overflowing solids not removed by the septic tank. 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be 2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical connected to the septic system. single family dwelling. No additions involving living or sleeping areas may be added to the dwellings 4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional 1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or writing by a licensed Professional Engineer prior to delivery to the site. field replacement. 5. Piping material specifications: 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of size increased by 250 gallons. 1/4" per foot; 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with drained into the system. 5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads, watertight joints, minimum slope of 1/8" per foot; low water use toilets, and sink restrictors. C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe 6. Observe water conservation practices. with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope homeowner or a qualified septage hauler. The amount of build-up noted at each inspection shall be of 1 /8" per foot; recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge foot, cap all ends. is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to 6. Septic tank specifications: any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every B. Precast concrete tank, dimensions and features as shown; two to five years. C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have E. Free air space above tees to be 3" minimum to top of tank. deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade. repaired or replaced. G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. 9. Any company employed to clean and service the septic tank and system, must be a permitted septage hauler, with valid standing with the New York State Department of Environmental Conservation office. Septic tanks should not be washed or disinfected after being pumped out. 7. Distribution box specifications: 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; proper operation of household systems and may cause the sludge and scum in the septic tank to be B. Precast concrete box, dimensions and features as shown; discharged into the absorption field, resulting in premature failure. C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow 11. Do not dispose of household grease and fat in the septic system. to each lateral. 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle 8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trench areas to household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. prevent the infiltration of soil into the aggregate. 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. 15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. FINISHED GROUND EACH OUTLET FITTED NON -TRAFFIC RATED 16. The sewage disposal system is designed for domestic wastewater only, with the design of the \'' �� ��� 1NTH SPM LEVELERS "\\�,`1�,' STRUCTURE absorption field on the projected flows. Any use of the dwellings that has a greater discharge of i, i,i1 \ \� I I i I wastewater flow than designed will require a redesign of the disposal system b a licensed Professional g q g P YS Y 1� COVER MAX 1 1/2' THICK ALL SIDES 4. OUTLET PIPE Engineer. g 4" INLET PIPE .. 3 i " ;r. 1 /8" / FT. MIN. yeAFFLE- a OUTLET PIPE 4• INLET PIPE ti= 1/8' / FT. MtN. 1/8-,/ FT. MIN. S aP BAFFLE 1/8- "FT -,MIN. '•L 17. The stamp seal and signature of the design engineer is for the intended use only, and any change SLOPE -- �'' SLOPE -- - of use invalidates the seal. r ii 11 ii �� ���'� amp,, I - z• MIN. SUMP 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. ': - Al A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the :..: ;...:�;:c:�•: ;,• filter cartridge. ,: ,r.., 1 I .0 1 I :r 12' MIN. COARSE SAND I 1 ( I OUTLET (TYP -5) SEPTIC SYSTEM GENERAL NOTES WATERTIGHT OR PEA STONE GROUT UNUSED JOINT (TYP) XY jY )� 4" KNOCKOUTS GROUT w/HOPE PSEALS OPENINGS 1. There shall be no change on these plans in advance of, or during construction, without prior written PRODUCT: FORT MILLER /2 DISTRIBUTION BOX OR EQUAL V-81 approval of the design engineer. SECTION A -A PLAN VIEW 2. The workmanship, construction practice, material standards, and inspection requirements shall comply with the latest edition(s) of the following: A DIS R �+��p� ►*�+� JDV 11ON BOX DETAIL L A. New York State Department of Health 3 1. "Rural Water Supply", 10 NYCRR APPENDIX 5-B, 1966, reprinted 2016; xrJx 2 "Individual Residential Wastewater Treatment Systems Design Handbook" 2016- ' ' FINISH GRADE B. Local town, village, or city sanitation ordinance(s). 3. The following inspections of the septic system by a licensed Professional Engineer shall include: P4" ORIGINAL GROUND SURFACE A. Fill material, at borrow pit or source of origin (perc. test may be required); (If Applicable) rmr�irrri i B. Fill material, in -place and finish graded; (If Applicable) C. Prior to backfill of piping, tanks, pits, well seals, etc.; 2" OF STONE BACKFILL 6" ro 12" PERMEABLE GEOTEXIILE I EARTH BACKFlLL I D. Upon final grading of Site. OVER PIPE MIN.,`\ I PIPE JOINT 4. Any modifications to the septic system design shall be performed by a licensed Professional PERFORATIONS (DOWN) Engineer. 4" PERFORATED \` 5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional PIPE ' O 12" WASHED CRUSHED distances to each of the septic system components, as measured from at least two different physical 66" MIN. ;\\ % STONE 3/4- - 1 1/2- PIPE SLOPE O 1/16" TO 6' OF STONE ` OR WASHED GRAVEL MIN., 1/32- PER FOOT landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be UNDER PIPE MIN.. UP TO 16" MAX. furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of UP TO 10' MAX \ ; 1111, the dwelling. i\\i\ /�I 6. The septic system designs are typical size requirements for the number of bedrooms listed in the I LEVEL TRENCH BOTTOM design charts, and are based on established design flows and preliminary soil percolation rates 48• MIN. I UNDISTURBED GROUND 9 9 P Y P UNDISTURBED GROUND determined in the field: The installation contractor shall immediately notify the design engineer of any sHwr /LEDGE ROCK field conditions which deviate from the information as shown on the approved plans. 7. The septic system designs shown were sized in accordance with the New York State Department of NOTES TRENCH PROFILE Health standards, and local regulatory codes, as applicable. 1. DO NOT INSTALL TRENCH IN WET SOIL 2.INSTALL TRENCHES PARALLEL TO CONTOURS. 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed SECTION VIEW 3. NSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. above) for the recommeded procedures in system operations and maintenance. a. ENDS SIDES LL osTRIBUTOR PIPESOTTOM OF EM MUST BE CAPPED.NCH PRIOR TO ONG GRAVEL OR STONE. 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system 6. SLOPE TYPICAL DISTRIBUTOR PIPE 01/16" - 1/32" PER FOOT. in accordance with the Health Department guidelines and/or the limitations listed on this plan, causes ABSORPTION TRENCH DETAIL - to exceed the design flows, or modifies the system in any way. at 10. The home owner shall immediately notify the Health Department if the septic system has failed. D-BOX LANDSCAPING: 6" MINIMUM 26' TOPSOIL w/SEED & MULCH (SEE BASIS OF DESIGN) GRADE TO DRAW RESERVED ORIGINAL GRADE -� 2% MINS" SLOPE - 100% EXPANSI - ABSORPTION TRENCH (SEE TYPICAL DETAIL) 4'-0" MIN. BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA USABLE SOIL: 60" MIN. DEPTH 1 TO 60 MIN ANCH PERCOLATION RATE SEPARATION: 48" MINIMUM DEPTH TO BOUNDARY CONDITION NOTES 1. DO NOT INSTALL TRENCHES IN WET SOIL. 2. INSTALL TRENCHES PARALLEL TO CONTOURS. 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS. 4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL. 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. -� ABSORPTION TRENCH SYSTEM DETAIL ■ ��� 7� jj //7, `� 50% RESERVE AREA �1//.1 � j % //j END CAP (TYP) «r..«,......;.+w •r,.►:�•n:•r•.,:+� .,.r:- w*... ABSORPTION TRENCH - TYP " YO�T DETAIL CH LA 1, XT1 NT8 building 509' RESERVE AREA PROPOSED 1000 GALLON SEPTIC 303. 16-1- 62 TANK W/EFFLUENT FILTER -10 MIN TO HOUSE 303. 16. - 1-64 CT�I house PROPOSED 2 BEDROOM HOUSE 10' SEPTIC SETBA.. , . PROPOSED ABSORPTION SEWAGE DISPOSAL AREA -3 LATERALS @ 35' -20 ' MIN TO HOUSE -10' MIN TO PROPERTY - IYUNIC IPA WA TER SOURCE 303. 16. -1- 60 house PROPOSED DISTRIBUTION BOX NOTE: 1. LOT IS SERVICED BY A MUNICIPAL WATER SOURCE. 2. EXISTING HOUSE WAS DEMOLISHED AND REMOVED. J. IF ANY EFFLUENT MATERIAL IS ENCOUNTERED DURING CONSTRUCTION OF NEW SYSTEM, IT SHALL BE REMOVED AND DISPOSED OF AT A SUITABLE LOCATION. REPLACE WITH FILL MATERIAL HAVING A 1--5 M/NUTEW PERC RATE, COMPACT IN LIFTS MAP REFERENCES. TO REDUCE SETTLING. 1. Mapping information taken from Warren County Real Property GIS, USGS Mapping and limited field measurements. DUAL COMPARTMENT FULL -DEPTH BAFFLE w/PORT (SEE NOTES) 24' INSPECTION 4" OUTLET PIPE 4" INLET PIPE COVER (TYP) 1/8- / FT. MIN. 1/4" / FT. MIN. : SLOPE -y SLOPE -a► ` I I t/ / *BAFFLE (TYP. \ A. C *INLET & OUTLET 4" PVC TEE'S MAY BE USED INSTEAD OF CONCRETE BAFFLES 'LENGTH' PLAN VIEW EFFLUENT FILTER FINISHED GROUND w/ GRADE ACCESS COVER (SEE NOTES) 4" OUTLET PIPE 12" COVER MAX. TOP' 1/8" / FT. MIN. SLOPE -y 6" MIN. - V. 16" MIN. 18" MIN. 1- `"I` 8" Z J 'WALL' (TYP.) FLOOR' e ` 6' MIN. CLEAN SAND, PEA+� * TONE, OR WASHED AGGRE��„t,�► GAS DEFLECTION BAFFLE ^� (SEE NOTES) SECTION A -A SITE PLAN SEPTIC TANK CAPACITY NUMBER OF BEDROOMS DESIGN FLOW MINIMUM TANK CAPACITY & LIQUID SURFACE AREA w/o GARBAGE GRINDER W/ GARBAGE GRINDER 2 220 GPD 1.000 27 S.F. 1.250 * 34 S.F. 3 330 GPO 1,000 27 S.F. 1,250 * 34 S.F. 4 440 GPD 1,250 34 S.F. 1,500 * 40 S.F. * DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED NOTES 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR TWO TANKS IN SERIES, SHALL BE PROVIDED To MINIMIZE THE SOLIDS CARRYOVER TO THE ABSORPTION AREA (DISPOSAL FIELD). 2. 3- MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT TUB SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. 4. EFFLUENT FILTER, "POLYLOK" BRAND OR SIMILAR PRODUCT TO BE ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. * AVAILABLE AS SINGLE COMPARTMENT TANK ** AVAILABLE AS DUAL COMPARTMENT TANK 1 =30 EF1 COF�Y 100' MINIMUM (200' MINIMUM TO ANY UPSLOPE DISPOSAL SYSTE)J) TRENCH LENGTH - SEE BASIS OF DESIGN & LAYOUT DETAIL 10' MIN. 50' MINIMUM NOTE: THIS DETAIL ILLUSTRATES THE MINIMUM REQUIRED 9 20' MINIMUM SEPARATION DISTANCES FOR SANITARY FACILITIES ON A BUILDING LOT. SEE SITE PLAN FOR LAYOUT DIMENSIONS WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL 10' MINIMUM 10' MINIMUM a >;3 F.F. ELEV. UPSLOPE RUNOFF DIVERSION SWALE w __oo 35 LF-4- PERF. PVC SDR-35 1/18" / FT. MAX. SLOPE N - OCT TOWN OF BUILDI 22\� \'�\ 1 FINISHED GROUND 6" MIN. 2 MAX. \ 4" SOLID PVC SCH-40 1/4-/ FT MIN. SLOPE END CAP SOLID PVC SDR-35 SEPARATION: 1/8" / FT. MIN. SLOPE 48- MINIMUM DEPTH TO BOUNDARY CONDITION 4• SOLID PVC SCH-40 11 1/8'/ FT MIN. SLOPE WELL DWELLING SEPTIC DISTRIBUTION SUPPLY TANK BOX SANITARY FACILITIES - SCHEMA.TIC DETAIL, BASIS OF DESIGN 2 BEDROOMS Percolation rate = Stabilized 0 2min 30sec (actual) Percolation rate = Use 1-5 min. for design. Application Rate 1.2 gal/day/s.f. For 2 bedrooms per dwelling Use Q = 220 gpd 220 gpd A= ------ 1.2 gpd/sf A=183sf L= 183sf/2sf/ft L = 92 ft trench required 3 tr ch O 35 SEPTIC TANK DIMENSIONS R LO MANUFACTURER INFORMATION I es t. each = 105 L.F PROPOSED 48" FORT MILLER CO., SEAMLESS TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL Tat FL 48" FORT MILLER CO., SEAMLESS 1,000 8'-81/2" 5'-0 1/2* 4'-9" 4'4 5'-6" 3" 4" 4" 49" FORT MILLER CO., HEAVY DUTY 1,250 10'-2" 5'-3" 4'4' 4'-6" 5'-6" 3" 4" 4" 6'-0 5'-1' 4'-10" 6'-3" 6" 8° 6" 1,� 11-0 IiTd conr T WK DETAIL Iff NEEDED) SOILS TEST PIT RESULTS: AS PERFORMED BY JEFF MANCINI ON SEPTEMBER 25, 2023... CLEAR 70' TEST PIT NO. 1 0-13" DIRK BROWN TOPSOIL 13"-33" TAN SAND 33"-70" TAN/YELLOW SAND NO WATER, NO MOTTLING ROOTS TO 4" ABSORPTION FIELD TRENCH SYSTEM xra PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 24"DEEP 24"DEEP 1 1 PRESOAK 2 1 min-25sec. 2min-07sec. 3 2min-00sec. 2min-36sec. 4 2min-27sec. 2min-20sec. 5 2min-30sec. 2min-25sec. STABILIZED PERC RATE = 2min 20sec AS PERFORMED BY JEFF MANCINI ON SEPTEMBER 25, 2023.... CLEAR 70- • * ReviewedB . • WARREN U C O N 0� 1 2 '" E Z Designed By TW Dmwn By MCI Checked 9V TW Approved 9V Rienalme dufour.dwg Project No. 23-371 Project Date 9.26.23 IR• YO NEW. p077263 U V UEENSBURY G & CODES Z � O W V t/1 F o f F- � m L QZ OCA Ln E � Q 0 #A LLJ V � Q Z 4A a C W W O i/ (A Z O O 1/VA L E S ENGINEERING 68 Watervlew Drive, Saratoga Springs, W 12866 1518) 581-0028 Phone/Fax • waieGwV0nyW.rr.can Shea No. 1 of 1 Drawing No. WE-001 ......... ....... ... .......... ............ ........../// .......... - ---------- I"'Od tl A Warrs0t,,Y$(oo/j;Mj,,jmb#,r,., jnstlajj�,q,r: W— Wy, HJOROW Hompti, S, Namo of N INTOOI)OI ,%,t,8jjo t ,o mr,bef"' D. Date of Instal j4oMeSorjs,'VN,u,,ml,boww:0, F. HUD Labol Mill