The URL can be used to link to this page

2024-0118 SEPTIC DISPOSAL PERMIT Office Use only q': ) APPLICATION Permit#: Z©?�` D 1 l) Town oPQurcruburc Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Septic Variance? No Flood Zone? No Wetlands? No Reviewed By: I! Project Location: 371 Cleverdale Rd. Tax Map#: 226.12-1-55 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑■ ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 4 110 440 Installed? (choose one) ❑ PARCEL INFORMATION: Topography Flat Rolling ❑Steep Slope % Slope Soil Nature ❑ Sand Loam ❑ Clay ❑ Other, explain: Groundwater At what depth?>48" Bedrock/Impervious material At what depth? 48" Domestic Water Supply ❑ Municipal ❑Well 'Lake (if well or lake, water supply from any septic system absorption is 90± ft.) Percolation Test Rate: 1-5 per minute per inch (test to be completed by a licensed engineer/architect) Based on information taken from 1990 and 2002 design plans PROPOSED SYSTEM INFORMATION: Tank size 2000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Existing Leach Bed Holding Tank System Total required capacity? ; tank size ; #of tanks Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Robert&Susan Morris Mailing Address,C/S/Z: 371 Cleverdale Rd.,Cleverdale NY 12820 Cell Phone: 518-796-3438 Land Line: Email: rsmorris@roadrunner.com • Primary Owner(s): Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Crandall Excavating Inc. Contractor Trade: Excavating contractor Mailing Address, C/S/Z: 63 Woodchuck Hill Rd.Lake George NY 12845 Cell Phone: 518-470-4694 Land Line: Email: Christopher Crandall`dviscrandalldgs@,grtvlcom> **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): H.Thomas Jarrett P.E. Mailing Address,C/S/Z: 12 East Washington St.,Glens Falls,NY 12801 Cell Phone: 518-744-5019 Land Line: 518-792-2907 Email: tlarrett@ruhengineers.com Contact Person for Compliance in regards to this project: Thomas Jarrett Cell Phone: see above Land Line: see above Email: see above Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Robert&S rris SIGNATURE: DATE: 2 /0 Septic Application Revised July 2022 gilliwi hk ' F.-0,0TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist /4' -'tPkt&-v- -7-cD7_.-- Plan to scale _C-3OH 37.l Z-007___ 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) .1AII wells on property and adjacent properties shown 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 YSeptic tank and pump stations 10'from foundation,50'from any well/lake/wetland, 10'from any waterline YSeptic 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) .\(1 Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each VLeech Field 20'from foundation 100'from any well 10'from water line ONSeepage pit 150'from well 50'from septic tank 0{\Seepage Pits 3-times diameter apart _Y#Septic tank and pump stations over 30 gallons 50'from watercourse or wetland YDistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland 1 Toe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation YProvide Engineer/Architect stamp for bed or design systems a ONepartment of Health Approval foPall mobile home park new systems Flood Plain requirements ON'above established flood elevation to bottom of system N\All tanks anchored or 2'above flood elevation e � iff ` 1[r IU HOLMES E 11101" ineers, PLLC Blau ' Civil&Envir' ' en 91 Engineering Transmitted via email r, ;� j \.\ s= �a til February 28,2024 `.)) — g - = -I 1I MAR 1 1 2024 John O'Brien Department of Code Enforcement i. :,i :._iry ?�r� +I Town of Queensbury • ,': 742 Bay Rd. _ -- Queensbury,NY 12804 Re: Robert&Susan Morris Wastewater Management 371 Cleverdale Road Queensbury,NY FILE COPY RUH#23-048 Dear John, The Morris'wastewater system was inspected by the LGPC this year,and issues were raised,including: 1) The septic tank is undersized for the site usage,including a garbage grinder,and, 2) Effluent back-up was observed when the septic tank and distribution box were unearthed Our office is assisting the Morris' in their efforts to achieve compliance with the new standards, and toward that end, the following is proposed for this spring: a) Replacement of the old(er)septic tank with a new 2000-gallon septic tank,and, b) Investigation of the problem(s)causing the system back-up During the investigation into the back-up, it hopefully will become clear that the cause(s) are simple, and thus repair of crushed piping and/or removal of a blockage (roots or other) could bring the system back into full operation. The attached permit application is for tank replacement and system investigation/repair. Conversely, if more widespread or pervasive problems are found with the leaching system, the tank replacement would be completed and the leaching system excavation would be backfilled; subsequent design modifications would be developed and submitted under a new or amended permit application. Please respond with a permit to proceed in this manner, or with any questions that you have. You may contact our office at 518-792-2907,or me directly via email at tjarrett@ruhengineers.com Sincerely, RU HOLMES Engineers, PLLC TOWN OF QUA' 13 �'1Y/ BUILDING & Co S A ll� Reviewed By: H. rnfras Jarrett,P.E. Date; Principal Encl.: Septic Disposal Permit Application Record Plans Drawing 11 x 17(1-5)Wastewater Management Susan&Robert Morris,Rev A,Dated 2/27/24 Ecopies w/encl: Robert&Susan Morris Chris Crandall,Crandall Excavating 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 . ., Vyar-!:r-/. 1q'71• ..z.:0 -t%2•/".1- ',W- ?/°''g,&.4`. eV .) :P.A, 21'il,'-/-;2'1,.(_ -7, -•0-.770..Y\'. oi;,<.:-. -. - I . . .%) .. ': .. 5 )5., iivi<77/..zzw.- --0.2.,v-:;•--?w, aa,,,17.22/ .c). • --w-i73)40 AuN, . N,. . ' - • . , IP1- li : _ 7 _„ -,_: r. . . ' tz. ,,...:. .,z,..-, - -40.0.1.,-7,s . . • .- • - . . 1.. '','. . ' • • -i '-1' A .':',,:-. ,,e .. ..,. t ‘ . : ..,,,,„ ,.1,;:. 7. :i...„ 4.,,,, .,,..1...,.._.„ -,-D,• . 1!_z, . ..,.._,/,:. .. • .-r,..,:g.,-1 .,...4:-,-,;:4:4;.,,a„, _ILI. , . . .,. ..‘,1...,.-•.,.. : ,. ,. - • ,,i, . . _ _ • , ,,. . ,-- .-. •,•• .x. .. . . , ,..„ , Ci,uovA. ,i:9(....'„) •• . . .• • . , •.. ... - ..g •j3,3. . . .„/ 1 • / 41•E ..1' • '-vfirtV/1. P•ON.-- - • -al: = -0..0. .•- • - - . . , .. . , . . . / ').).r. --,• / ).:`1"?,•,?,-)1.1, PASN 1::;Z .. -.. . • 14.. . . • • .7 ,•-' ." i" .:-- . . . , • •„ .. v .(%).741.„,;91•Zi . . „, ... . • • :z. .,,,,,., ./.. .1-4 . . ...,. . . .,. .(.. itti 1-1 5-1•11.74a.P.V.1 • . _ . . , . • 124 ,,•:::. /r,P•,,,,Ao , _ ------,. ,. .. • 1:- •A ' • •... '''I -4--77 al,- ' 71-: S' i ' ' - ...i••,i. ' • ./ ..,;:r , ',) .. .. . ., „ . _,..... ,. . . ' 'if i • -,R.., .1 ..- . ,.:';'-4,. /..: /7A.i. .. 1 • . r.:..)i--1 ! 14 . .,../ ,,....,.... N.,- •• _...-- ,,,-....,, .41.0 „... ..... _ .. .. • .. ..„. • : N - -. • , '2- C.', ,-.-,- , .,;._ - •0.,2- ./,..:/: •'•i. , 1 ."...••-.-;*'-j !P.. ' 7::----1 5 i:1 ,-;„ 1..1 ri.), caD3.cv co, ,O. Ex1 1--; C.ci • - .: ,, • • . ce 1 I.,..:::-• 1 — V't v\I S-.-•-, -.. ... -. . .. . .. : • .• ra 2- , .-. i.• ..___J, . .• ! ----- •I ,... (•,•-i„, 0 . • . .. . , P-)A.uno. 1. • ,:.,, ..... 1 L ' ' jai' .4 C -2:al,' • .A-1 ‘011P,411c.104 ' • •• ... • •. . 2 6-6- • .., ,--,•_____. .._ F•;),, 5107/911 „ m014...- ,.)1.,10,,....s n,,i.a..5.1N. . . .:: ... : .. - . :........, • .. .. . ... , _...... . . . .: / / • . • . : "1.-L-1 ' , , 1, IT:;cv 1 -; E't ' • ; ._•. . • 1 • ... : •-; • • • :a9V- '. .:0.71;r7-9_114 .! i i• :: ;:i ; '' , i 1 . ; • ; .. : ; 1 .! ! • . , • ')4•CO&'-'4A4•;• •:_•_,-_____;___-__.,___i.s.2_„...J.,.:.‘,._....,, :,. :.',......,,,k„,L.„4_, i'_ !•_._,1 ,. -:_.., A . .. ....... ,.'; 1., . • ••_ , .. ",- ,,._i; .i.. •; . i' . • • -. ---- '144 •I . : i i• ': l• ' •, ' 1 - • _, El SUSAN & ROBERT MORRIS Q5 SITE LOCATION L T O N ElizYB�t l WASTEWATER MANAGEMENT Q F 4on r� COPY < R ° 371 CLEVERDALE RD, QQ�� r» ...,. v SIMaka�d Gr �s It NEW YORK D �a /''1!;: TOWN OF QUEENSBURY, »LL 4 D F�✓+ wH rI 1 'I I 1 C 7 w 1 and � � r/,i 1 rN.11 rr, r Y�/iD.,,,,, >a .m ,,, ti .,r,;,,,, .r „, s,.J ./ / a;-�/r., „ ..fai ,,;,•,/r r fY,prJ r / ,;,r r ;,,,,. dk. _ �, � � l �r ,.,,/ n )thy >, .1rOfa� ,,,.., ,,r,ta, 1, / ✓ ,,, ,rr YruJ r /r i !i r., / r. o_ � 1" ��1 ///,,9y// r,, %I l,• . l,r w,r., „ , r ,� ;p,4 .frr�,/ /i„�YN r✓ lliY/iJ1 r;;�� r� /i,, ,/ z . ( �.,r jr� � � „ /��r�rDr �/� � r ,... r! ➢r ,I, K /tY�Vf„r. I„ r��l fral f!/ri.>; H 1 � r r r,,,/, �" ,: ///./ .r� + � ��/C ` k ,6�� ,I rII ll,, ,.; 1 ,,., � rr,,... rr/,. /'I ,l/ 4/ Nn! I �,, � /,,c,I/r/�.. ,,,,. "• RGSOLUTIOh APPROVIM1GSEWAGE DISPOSAL VARIANCE O- �-- B- c- µ,. ,nr " �fJ <,. Or,,;.:, �r,.,- !4H"'/,,/.>✓r,J �.. 9A, ,:,a Hl r/ I , ,.f .a/// �i aJ + r.. �- a. � ! +, rir r� ,,,N, r r%� !J/ JO'r�,v/ /i ,, iw/, ,/r ✓tY,k°f f /,� 1/%1' ��, 1, I, i '� / „ Jr„ Y ,,,," /i:ri If -�I �,..r"I yli / 1 ,..d r,,,,iT; r%r r..////rGi✓,r :, : " APPLICATION OP ROBERT AND SUSM MOiil21S r �. , , 1 ir,,,r l /ii f..J ,lr ,,,,r. ✓, ,,.,. r /la. f/1 _,. 4J 1, _ ` t,l J �rl �// �,/, ,.� rli ;/, ,N,. „ , /„ � ,,,» ,,,,�i,„ / .., aa GH 11✓'',r,/.y% �,off'l,, w z 'w9w ,.,( r- .fr0 J, ,-a„ ,,i r ///I .r( !tl ""7N ,arrr„ •;ry /rj rih �, � /f ', ,„ S _ vita rr i, nl ./ / w Ir r/ !/ ✓` o ._ l l � r.I�/ ,/�" r Y,•, Iv ,d ,.,,�,,,, /,.. T r.�r ,r ;., vJi „r„„ r � ./ o}_. -.. �. � ,� !�� JJ r ,,,:, rr ,ec,.o, �ry�y.r..�>Y r✓// .../ta,r, %r, ,,a- ,/✓f / noARnoPHEALTHJfesoLvrlowno.:3 zoaz y _.. 9 � ,i. 1r�>` 1 �( 1. r ./ 6,. Ir e /i,..,l� !, o-+ / /„•zr Irr 1 Ic r /r /rlii //l, /, it t O v Q' � ��yl1N �rr J/i, ✓ � ,, / J„ Ylr, �! J�' /% ' r��r^i)'/r %i/yi ✓ / / ,,. O -ae- i r �r�l LF -„.. ,„ : ! ! ,v l�r.:,.' r 9fi /✓/ ��:�%r///v ,�'�„r� r/ ,,,lrr// /r r/� ' fU✓"u�f %,;,i �z V - / � ,�. l E ,� / /, r r "„ � � �,.,;�,,,,�„ ,,r .,1 yr,,,,f,✓,,,r','tli ,,l 1fi/h� ,,,� � r.u„ > - p to TO ATOI en TS DOIMON ara n r Q w '^„�,, - ,� �r�, /J, I ",;,. r,. ,V f,/oa�U- �r ,,;/lJ4 lr,.,:, / / ✓.;/ /r,,,r-:.., !.ai 1 /r !/ l/i ,�%// H!i/, wrronrm•eDlTsnoorrTox w ¢ r ,� r /f ,��r l l � rta�, r, °' r r „!/;,��r✓Jlp r/ill/� r/,/JJ%�/ /, :r! f� (I�l,' / �r/f//!,l J r �a .. �., o, J r, ,iY •'r/r AJ riH+ ///r / r'1 //!l r! /// / J / z ,J I!/ rJ /r..✓:rd(Jr, ,�i,✓:r c /1 r;/,rJ /r/,J r H� o% / JN I V•„//1 ..11 / �> secoNDED BE:Mr. 1 Ra¢trBoot ^o w ' �� ,i l�j � Y r � / !,/ JIL/ ✓r/.,;,It� lJr/// r' v '�r,1�Y�ril/r/�!"N,r, //I ri: ¢ LOCATIONP ma z - LA ,� rr / ., ,ru ,,, /„i/r, Oiu r r,.� ,. , ^ .: ,, ,m• -, � 1� ,,. . ,,;•,., �,.-,Jr,.,„ / ,�, ./ �%/.. .) - bwboa ota�aaanaa wa ,. ., J �N9., L/�,/ /.. ,,, r N,//f ,,,r,,,, „/,,,,, /-�l ,I�i� ,./ r:.> ,�l� ,/if -q RHERFiIs,Acbat ow Sumo Moan bse Bed m apP f � N a°, rl I 1 o//sy, i/ ./ / % ,� (�, //,,, ,'AI'Y ,%/, - ✓ •/rI//rYy„ WYr'. SCA E.N. .5 .; �,. .,0�. � S„R V..� ., - / �/! ,J/ ,,,,, �,;r 1 „, ,,. s, Hii' ,. �,.. r .. ,. ,..�^ •., 6.,..,� w 11 �, ,i /�!r�. /,G r,. / li:, /r ,,r » /,� l 1r u r d / ,,,, /r{ N � � ., �A., /r ©�' ,e, rm;no,u of Ilrc Toxa a[ ambu On.Sile Snvar Di eaI Ordinenet sum iimlion ..r,1 -, ,�f ✓ir a/r., /u/r,.,/ 9/,!,, n �f �/,✓/l�/ ,i.ri' ,l�,,;,. „a � ,::�,�� /r./:� �ryli/ ,:✓�,� r,r ¢� ry � ab was u�. - J ,,,1 /r /I.I,%/• , ��/�„ I. /i� cam lha the Laval Bavd of Ila1w allow irssdllaim of a Ieaen IieW ni wel 90'Lao w ° „ .,. , .,. . ,+. r „ C" w r � ! i•J>)�/ �i, !��/l,, r.,,�t „�� r- v , d % ,,.„ r r, / G /✓L„ S 6 /r.,l4Y'r, r ,,.., J li J r a .�,..� ,y.. .« 9 _ -, /r/ / .., r / <./,.. 1/ r I Hr✓'/ri l %/ ,... .,...r a > ° D= • r 6 .. „y .• "",I s� , � r�,./r � „„ Y i� r. „cr Lattca, r ..., s.,,,,. ,.,.P.,ay,� � / �r /r.(r+ � J1- H,•!'" rrru.., ! �/ ., ,�/ 1 ,,,, ,;.. ;rrr:., r. ,!„l r„� ;, f rr -;;;,,' ,,,„r ,,.: rs�wmdorwtRa��mwc-Rm�wtdrtaPoo)s<roatxandant�rtaP9)5om x, / / ✓ f,), "'NJU, L �!l r /rre , / v,w,, „ /,; Jr, r// rvwrrru. a a a w =_ / f r rr, I �,� rr/r,wi ri ��//. �r� /� ✓ / /„/fsr/„L ,:, ,,,,r ,, /rr,, „m,!✓ �i,. I ;, 1 C) ¢ �� , r, l 44ii // „/ '�/ �., ✓✓/1. ,. N ,,, ;, ',,,,;- J/, J, ,/ Gf/J i; I ,,:,, the Louse foimdaCoa mrtevl of the twmt 4tl O'utbod an ]ocatcd at 371 .�. - ,...., ( , / /:„,)r� 1,(//r r// r. ,ri /n „,,, ,1, ,r rr „16 ;,r/r'./ ,,irr„rH•. ,r,,'J' r<a.arm r 2 J l*aP�7• r ! r,J•, 7 "Y,;. %r-.r li. �., f,✓ „!//e I r! „ ,,, r rlr r r./.,,, / ,I�" / 'p-'. Gevamlt Rwd Qa�sr:q•,�d b �20 r �/ I�I r ,,,'„ /, ri„`'r,,,/ r/ u(I/;(,dlr/�!i�"rT �@''%,✓H If/, � e, ry /r•. ;!J ,/9/lJ�e,�1,,,f '/;,I r� r sus /l,, il t, r aJ a r 1r If . r ,%✓ i ? yrir /i✓ ,,,, « ,. l r 11 JI (`,r,,,,, r„ � ,/„ rr•. rr /..;/r/ .-,.,h>W »x wJ„,,:: ,.. /� :,�r(>' r-,, ;�/,»,.rJ ,,;,,; R'fiEItEAS.we Town Clays0lGa blishtd the Noucco[PublicH I. Tmxn'e ou� ^n r° ""es 0 j h'+' - p///f , ./ ( ,. li�c IJ' !:: „lr/ /. / IrJ ;rr„' '' 'a "/, ,.; • r-,1. ;,;,;;'{ w - a.:,; , „,.,.,...- �• �• � / �.' : 7 /. ,,, -hi ,..,r .r.., „, r ,,,..,. ^1. r. ,:„,'.. offiaal avnpapa aw the Luca Hoad of H.Ith towuaed a pubhe beaneg roaamuny aw i:z .a �„r 1J�4or, ;,�/ ,„,,, s I r ,/•-. ', ; yr Lr .% ,,;) J9.J'i, I /r7f r„ vmiawrqucsts errnfuna3°,zooz,au w QH /j ! h' / ViG / //F rw r,r,i r/» o ➢ p //;�: � N./ y��i f �, ,l�"w,1 /� r r fnti + ,Yr%r � ,,, � ;, »JJ/ '"�,,•; ,p U� r r mmm+3 o„a�x; 1 _ R7IDtEAs,we Toxa Gat advius that win 500 fat o[we nib M o C+ef/r�, /"/,,y PmysyLmban dulynoLL� �/ 91 J >< 22 .12-1- 5 9 Ji�it i'%�/� < r a '1 ^• ,,a;,! `,rJ r>lr aril !' '�l"�/ �!�2 211 NOW,771=011E,BEIT K / orris Fa it Irrevoca le Trust Hf JJ ; / � ;w„ RESOL,�.�t Z IN>! r% �S/%%+l J f ou/ dr i r / rj�JIkD •, s; /' / /rrfJ jr�r ri` /rr ,,•»» j » ,, / ,•" r ,r� y I ! rA », /jiT�f�f%� / ,I �w i„-. /%'! �• % /y y// rlri` rr�6i/.�� 371 Cleverdale Rd //f/`/ rrilr' :' o,� „J ;Jr ,,A,,,,,r a)d etnw P af� a ;ita nwawt"��w�d mtnemaalty f dt�a,tal m tho papa.aw ob octi-of bic chair—oa to owa w)oiams ¢' „i/!�%�� %�i f%1'rJ;r➢!/,/ T r,- �% fril9N rfrr, %///I..�Qr%/1%1r ii ! r„�„ .aawax;aa.aaattt xw wa :<aro ol,'<nh.otan line or � � r„ New 2000 gallon tank & D-box rr w r/ //�l(�/r / / /a 1 taw r•�;y,/,rF/r jJ�1 I ir� r ra/ 1 me roxa or�aaa.L�or:am w N;,; L.�//,/! " r^r»rrR,.rLglll!'v ^/fj)�i I/;. r - „ , r^ i,,, /,� �/1 II/f(�>a/"//r r %r!//'✓/ i'J 1J' %Jri � / � WS / /// r //rr W c iJ' �,n / / r; !!/��(1 %„ / 1r D'''r� , cr, / %;,• rr r ��// h /;'�I��, �QW-1 ( l ,n� � ��»/ // ,r r'r�//� ✓ eJ ��✓r�i i�� ° ,� ,,; ,�yH��7 , Q i;,Y rl" ��rl%J'l' /,,, /,,, /;" ,;,'!/ /fjiiri� rrr��r � � i��Sf✓Jr //i r,r/f�f,l"� / ''r r Pr,R©IEOT�LS) .tTI,+ON»,fif,,,, O ; ' „� / �ru /i�/i/ /fr '•'1F•Ylr �, /;`r ), �rrJ�-.;/�X'MAe�X"s.1z�13s <' 10 W �... LEGEND. r/ I �l y, ti / J/f J'v, , ,.' m C—I v' rr // / U r LINE TYPE: y, E. v r ,r,, I O ' /' °y, I,;1Y/��%%r� uW / ra r /rH%!/r i1f"/'/%�I�'J ra , ',r Y' � 'f�! �� J% % I%lr /;Y:rc! J r - rI1 %/aicfrr/lQ ,... ,' „, %i'» ,1 IW- m p' z EXISTING STRUCTURES/OBJECTS/UTILITIES '( 11 rr'!�/' •r,,wF ,1(/ rj, J(l //// /Opr/jf/I4j�✓�i ,,.,; rf /�//rf>%,; ' ,,- / f,,;,if/,,, (5uJ "i `" ' ._ z rl/- , r ,rN;; r,r, :". / �/ J. J/i ,r Ii//r r�i��.;,f, 1 ,, r ,%!r l /> ,Ji�i,. °�Q-Z I > O SURVEYED AND OR FIELD VERIFIED: �, ��/ r,, r 0 r/, l/ . as o.�1 �// / ✓',�lr d,ITJ,, r �,W,f r /i �'P r „/i/i f'% 1 r �; f : I ;' v /i /F/�� Fo t n u>crotallrx�aorHtatmrnaau,almn nn ram� a�.,.3'fee mt �w w x ,.k ,o,;w../ 4f�;.: ,,,�//I� J r, L r ,r'rl,,, c'�w w EXISTING STRUCTURES/OBJECTS/UTILITIES r„, 1 f(K' r ;ri,/, �. -, %�,, r„r%.:.,�•�r ',;.)/( li a /„ l r 1! �, /�%r ?/ r�/r'ra ��p/ ,l a r.„ l tcawtuble use of wa law mid wss wa ve,mm pavtel aee we mwvvm vonan� QW Z a6 r„.i/, ,/ /Y�y / a, I;N4 f /�/ 1! r r l WNY ;r �i/ r I. w -------- ------ / / H.; �/,,r ir+ i- v'. �.Y r /r/., /i / ,/i; ,i'"' G , ��7� r!✓/ •, ri ,,:;/ 7V!; 1- ! - NOT VERIFIED BY SURVEY OR - ;'r] ' � N / r �,U, „r �/r r / /,, whitL wowd aua.;wt the tee ua,aem naa:bi fov<,a b we I.aal Roam or CJJ d ,, ,r ' r;.';, //'�➢l/ h ,J,rl ,"rY�'(:Hj, r / ,' ,Dltl!(l e v /r !•/,I%a/I v6 f! r /,,,,; /7 rr;,nrr aP-T' atY P Y , w FIELD DOCUMENTATION: I .,,; J s,f //✓ /r r /„ ffi/Ir"r'// 1911r•. „, , ,. /1!' �/ r, T1., ,.,/�r�,rr/� �j/O,y r IY / / r, rf;.,r r, �i �,. �� r ', �/'� �t% / HWmaa¢ttx aPVlicmts aw (�Q I V PROPOSED STRUCTURES/OBJECTS/ f r.��yi+ I .I�J///�, /� a :'%?,yr�/��/d./ ��l/ �I /U;yp/ ✓:r�I-, /,» ��/��':/..ii� /Ir„ ', r, ,ff;,,'l. rl!r- / ° l, r/,,,,I"; %/p,� al` /„u.. '/� �/ rA'! /H�YH J 1//�� ,!/% ;v✓Ir ,r.. % �,r..✓ ;`' e, ,; Z UTILITIES. f,1 , Y/ %rl:,: r�., J yj/Y %/, ¢ r ;la! o,, ` (:'r / %/ , J /r/;..�.r! f /.r/)' / �;il� /r' i/,r u..r He trPUAnr / •/.,� l :,;- ��, ,,,,,, ,,', � ((, r.; f Jl)j ..A/1 /�/< ///1',"G/ r/j�/; r, rac � O PROPERTY LINE.' --—-- � ,!�` IN/ .,//, r f, �� ,r � /r/r Jr` ✓f1J //rr,» /� �jc✓/1��+r, /„ :,/ / l :// r /�1r /i r», r , I ///r�'( r✓�( ,,, /;,. •, ... r f,,,., l �r r/r/i/ ,,..., )l/ ; l/f � /riW d.,...r ///''P/�,%� r� I,,,,,; C9 PROPOSED VAIOft CONTOUR LINES: 100 .„,,;;rG �+,,/, ,1/'/,i�%'�;�,A,r/%!��,a�i/,9,i¢,.;rf/r„'!:/r ih/II//i!„,r/ri,%r,/iri../�,r/,,/��ti�1rk ra�,:�/��,,r,"�l,:�r/�/f,1y rl,,,,;,�1l.,»l.„�eri o///,,� ,,r�„. .w,,,�,)r/1 7„,r,,L,.;,,;/r,%!�5!,iy./r if./,,,/,rew/////,/r lPr/✓r,�,i/,�7„,.�I)r'i/..„�//r.,r�,(H,r./•r/��h,�f/r/�fir ,/7%.•r%ry/,;,L�' P+fwI/f ew+SusnanS nOtoLV,.s.a,ro thhatta f❑hoca Trow.,�o,�CQo�u:a wbmn thles seawl aHseea Ddw,.opfoH aa.ot w:dhrn,bay m tamv.m ax loehoa PROPOSED MINOR CONTOUR LINES. -------99------- aaa maYt t(sa wm Je0ec,,,a mn.aer wealval ebanawl t(]oo')um o<ax EXISTING MAJOR CONTOUR LINES: 100 wtmlzrxP77mt,eL.mrawacoin.aorez�uwam=brat(20•)mbax EXISTING MINOR CONTOUR LINES: -------99------- oPwwYlalNa3JlCicvN=IcRedQuabryWbminglaMap3:o.:la-1�. -- w TREE LINE: & a ")'%r,d "^v'J'r/�/r (J•r ��ewiii''7Hlu 9Wr J^r!,%/r� 1 n/' W I"Y��IfY/1 /IW >j J N SHORELINE/STREAM: / %p�" /r"%/r,r INNj,/�( ��'�/'LIr1l�( ✓.,/ Y` / / ✓�„,ifl �i''/ly/ r"'r � ,� � /d,r ri%� /;,:0, ri, SWALe /�JI/ ly •.U // H, AM : Mr.Sow,Mr.Tunic.Me Bowec.Mr.Bm r�I ta!�+r rnt u�wl� /i,/ »i ✓ N / >1 /� �, l FENCES:CHAIN LINK,WOODEN: —X X— —C CI r�I!'r U✓/r J,��';F✓' / �Jf I✓� r I I r/f/ rt�r,Ei ��r r, •, �I / N�/l rin� {I /x �N>" i,'r/ / /» rir-'r�, ,'. /I I�'9Vh'�/ /�/j��l/i � J :rr, Ili; '' xoPs Nonc lJl tariff �// „ 49 ,; 'r „ i / »r/; »/ P'✓,i , SYMBOLS/ABBREVIATIONS: ABSENT: nu.St. POTABLE WATER Pw N Tmw Gal:I of we To-of etnwruY,W aunt'.New FIRE LINE FI RE tt avba.DePan Qn anrn c ;yi„/� {s r r, r1 ,r,,, fl ,✓ t ) ! 'r'`t,< „� /, c.rtu( i» .doh�br�hemuI, �ra,aa the fb g,swithMeoH&II�huoaultad GRAVITY SANITARY SEWER SA-G ( Ir /J/f � /J, ',",�',, �,/,/��;; r IY i".trl r %lH rl/' /,nl� /, r. „rt abaw adn wataT Iw ma fa TowaBad,fweTo of b Lea on we a" PRESSURE SANITARY SEWER SA-FM !i r l/a�r/H J w„l� ri G J�U /I y rr /r w, dayf1 n 2002towmcha �o wmd aw ew same it a meat vauaiP:waewm n✓ri r�/ ? l Jai Lc ,J;" r� Y�'` I' jl7fr oY 'L r ! ,/ /r; aaorlxwnoleadsawu�of.de�Pa. STORM SEWER ST J r y fP Yf p ' r" � / �,,;;r rJr /!�� r , /� wwrrNEss]'REREOP,Iluve nano as o,rnmaaw wt se",nr:ya roxa nrQa�boey, SHEET.1 OF 5 GAS LINE GAS /// r// J% „t ,�„ ew4°darorJmrc,zart. AS PLOTTED: 02/27%24 12:00 PIA SEAL SIG 1P /� % / /I) 1/r / r , /. •. /,Y rr' 1// /r r�• fy/ �/ C� �JJ' NED POND INDICATOR: I r f TEST HOLE:� TP# � c0 F NEby PERCOLATION TEST: U ® PT- REACH INDICATOR: 1R oep . Gate 0 Y NOTE:G-1 NOTE X Towa orQafQumubup• h��S .NQ��* NOTE REFERENCE TAG: Cl om SEE DRAWING SITE SETTING PLAN 4 FOR NOTE 1 _ SCALE:SEE GRAPHIC SCALE DETAIL# Zw v DETAIL REFERENCE TAG:� FQ N0.082026 Dl SEE DRAWING d FOR DETAIL nROFESS1Dt�P ROBERT U.HOLMES,II SECTION CUT DIRECTION P.E.#082026 q SECTION LETTER COP, IGHT© 2023 SECTION REFERENCE TAG: Dl ISSUED CONSTRUCTION SEE DRAWING q co�r FOR SECTION x..E�,ovnu°aso=rvcr�_a uuvsw.u_ - GGNfiRALNOTLS '<F I ,, rF"f ,�.�, //,,/i„/.lai/%%/fV, "' < I� V„rr!�, „. /,v , /✓.s,Jr' r ,,, h%"// rrv,. / :, „ ,.,. c. w I ,. r rl�L l/�,,/,.rl/ ., ,Jav✓',. ,:2"l ,rr r,uV4'J", r r✓ „'''. „,,, ,✓ ,, ,?, r ! Gr,f I�li✓�,(,/ o,/u ;:r@ �: ,.,i ,,, r, ar0(;",l/ / s;Or r(l�i,l" D'1r rr�iJ /1 7� O - / y�< f., 'm= 'i i P / ,1�r r��i,6✓�,ri„/1, ,N' Y /ru>yl � ,�✓, s„: ,a, �r Pi ;.: r� ,.. f ,;, r .. ,,,,, � ,.. ,� fNAr, ,a 1 ¢ G-1 SURVEY INFORMATION BASED ON SURVEY MADE FOR ROBERT C.AND SUSAN MORRIS /) I/yr �, ,y, /^ k 4 ,16, ,IPJr✓;, ,,,, / ,I ,Lkr,/ rr,i,r q. r L%' ,f%%,,k rU: ! 7+�s '?'vr; ,'. ,(f &BERT C Y TO R SS ENTITLED,"MAP OF(ANDS PROPOSED TO BE CONVEYED BY D.J.MORRIEO . ,r frl. "/, ,)!,r / " tt /, , /f /r n (Y' �Jy ✓r vis,:,,,, ,,, ,, �'ly,, 5=.. I ,G r "h-Li , a�i��'/�/ /"11RON RODSET ` J/'.mY•n+;, .,ett Y», ,r, ,°, Jr I1 N'ry,/ ,x i, N r 11RON ROD FOUNDJ, /wf NL�,r,r.' ,wxa:' / a SUSAN MORRIS ON 4-2-90. j ��° ,;,.IN CONCRETE i(,,y7,, r„r,v< ':' i w ,;f' ,' � _ !r If '/rr,y err w ;rrr,. -❑ Irk( w 'S 4 'STRIB G-2 CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG �DISTRIBUTION ,' G �,JiI/ ! Ib�ry,r,. »!P`';,<.,. ..,; / '?C EFFLUENT PIPE ,✓;,/1// ;t ;,;,.,: � ' � "„ n .! � '� �, 1, ,,' SAFELY NEW YORK(1-800-962-7962)AND RECORD FILE q.VERIFY BUILDING CONNECTIONS, ?z I !�, �rr�"�/ ,A ..!x' ') ) � I'f4„J�s:,r �- �. °�.':n^-". ^^�✓o %%'dly /b.,.. / ti.. /', „r.' t, �r, uLr�"1Y,,.�r ,d,;.,, ,,:IJ�Y�«aNY. N N NATION PRIOR TO INITIATING CONSTRUCTION; OR 'Oz a d ✓ t � ,//� I r,;r d r /,/ii r ;E0,1 au,rr,NM 7 'NG / r, J, %w11✓ x,/ r.v°, .. ,ri �,. """;; J //,,;.,, rrr as DISCREPANCIES AND SHALL GI w -, r f�/� y r., ,/ .:... ....... ....... Z�„�....,,. <,. >,,ib Jr ,,,, ,.1 n^'7 r, »✓;,, ,,�:, ,,: „ � , r",s„" °Su N A REPORTED T T OWNER ENGINEER IMMEDIATELY. NOTIFY B��DISCREPA CIES SH LL BE RE OR ED O HE O ER OR E GI EER IMMED EL O �y- ,rf (,r,l r / ,f r /"' rr, APPRO%IMATE LOCATION OF _ / ,✓o'Nl / ,,„ ,•I , -y, ^ �Yd ,r 'I'?;'r J r /y • ,.EXISTING LEACHING ,,,, y -, r< ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. o p ,' ! / �((r ITN, r,/ fUrmr a.��'✓!�f 7r' EXISTING 1000 GAL a, , Yrr;NY % r r� r:% ^ �✓ ^'/ %n/rx,J✓/,!/ r»NI;:' SYSTEM ° >I 'N'r",' '" �N., ,,, / Xr HyJ „rl %^fi+reWj,� ,yea,,,." am �ne (TO BE REPLACED g ,,, ,,. °„,m,,,,.,,, ,.,. ,,,nx ,;,. ,,r r, I )� .r .»' „<,,,,,Ilr , ,, ,,: �x�rn .,'r //%,: ,;, ,,. , ,-, ,.:7 ,4rr: I � - ¢ _=° t2 r 4 ', l/ / ,,, >/ f ,// uo 'ie ",u,_.r J. ,.. ..r.. J'., I „-;o.. --r; Y ,r�� r'r,�:r,,;,, Ne,',: G3 EXISTING STRUCTURES TO BETAKEN OUT SERVICE SHALL BE REMOVED FROM THE °o- 1 Y, NY ,/„F„ ..a 'W, n< ,;,,. r n^wrl',,, „r,r r ,,r. 9,: w , Jn � N n raA - �J r,, r r /- r I Y (- ,J�. Il r :L �i; ,,., „ r/, �%^° ,.._ SITE FOR ISPOSAL AT A PERMITTED FACILITY OR ABANDONED IN PLACE AND FILLED WITH � l r�fr/1r, 1 luP,✓I/H ,pr,��. ,,,�:. zNrlaxk,KLe,,,.✓_ J{ sa,.,. /r ,..r'"f,, `,N, ',r r0 'f E O D sy_ I Ir � , s / � � -„✓ ,,.,.,, r, ,, „,,,,r, .r / ;- _,,,- ,,. ,,, ,r 'rr„ TING ANITARY IN/,,, GS /,/„ - INERT MATERIAL,AS WARRANTED,PRACTICAL,AND/ORAS ORDERED BY OWNER. ...........LINE} r Op� ✓d 'J9'' !' , n_a _:,•r 'lr /I%r II. "'d ,,,yr/ rr „'`, 4 /,,,r, J%Hi y ,.r% Z - - ✓/ ,",. s,,. .� - ', JJ,. ;: ��; -,,;,,7 � � : ..,, ,/ - T PLUMBED INTO ff;l ,N,.w y r- ,> - avN, ,;r s, rvi',arr, G4)ALL SOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE L BED 1737 II„s, ,, �„ ', r-,rr;'„/ f,: ' • LL p<l rd r✓ ,/,rl a�r r rr/�1 ,h1!'„-< ,lr r /r. �r THE WASTEWATER SYSTEM;CONTACT ENGINEER FOR GUIDANCE AS REQUIRED. ZO ,r% rr�q»� ✓ 5r „ nn 0/ h; (;; moo„ /Jr/ ,47 n, r '— ,,,, 1 //rrr/r11"'i' r ;r,,4„ / ,arr i„ ",: ,r sr�,Ji.✓�ag y, ---. c, ,r-r i, /;r ;r,J,,rs n' e lei'wd/� /// z f�°rl DocK ndF fit"°/ 1 aJ - r ;, f d f o �o< APPROXIMATE LOCATION OF� � d /fir ,-:� ,. , . �. ,o�� ! ; u 'o r /' r✓�//✓r /r '/ ,,,ley knw, tv";Irc.•DDa, ! E%ISTING DISTRIBUTION BOX /il! z 0 N_N '(1 ,. "/9/?%IIN,,/� / ,�xrr,;,a, ss:,r! ,N '.�"^•, ! ,n Vyr / I�'„', ,// ✓. �(v /a _ ,,)� (,,,4 ,,, TO BE REPL4CED I— sr,�/r�r„ri, �. +, ,) — l r�I'll, rt er,,,I"';, r, „r✓rirr � f /r/ //i�j/✓'j✓p�� l,f. , ° � 4 >, -„ r-; I� w' �4! I r/( ,,/s^/li/r r•/r::r, -r ;y, ';` ,; ,, '; ', „� ar,,r ( °sr,, ,;'e...., ,✓, !:r ir, °a,,,; " ,/ // %/' r// = z _, ,l ,.rl✓i ✓�rG��J, ,,a'l ,,, ;:.,;,,,-„ r:mwY, ,,, �,,; ,,. ,, �r,l, .;, r sr, ri/ u,, ,,,,r,,, J.. 7, „f„' / u ' r /!r �N/i///r//%F'. a `o� ;ry sr ",ra r„4/i ;,;,. ,,,; ;, ,/ rF�Sn :.'r ,l✓r Ili°. ZO O off` a.:%' dip,, wa r/, ,' 1��id 1 i „r,,✓ „ �, ,r, / /r /r,UxYFdo NJ' p¢ w W3= 'F ' 1 r 9 �./�Y/�1/, ,' � � w;-s„ ,, yr��.,,nT, „z, ;: (rl,r i�'/r✓ "'� ';,,,,, r/��,/r/r p tt ,/h„ :;,/ � ,,,,e' � ,- r 4 BEDROOM , rr ;: ,,,. ,�19y� � � y) i �¢ ,(, ! 'F l a � ; r Pa Y, ts%/r �/r 7 - // ,,,rrrnr „"„ sue° >o° 11 /r� a Y%ilr✓ /t/i / �:/ „ r �,r nm��, ,, �wN� , � // ,, ; ' � / /^ D dr� r/ r .n¢ — �ll f p rY/I/, /��✓1. / ,%': / zN„ /r° ;� ,uN,, I > '%q fi - 1 yi,%` :� / ,rC'c, ✓ /N„ LL x✓ ! r ✓, r, i J ,, n�///�,��. fl �>/�,,., ur ', °, ,�✓r ' V n '' ✓,; / r ✓ r/ r - ;, ,, r„i � �<o ( ��/J,n-/ ,r ;' / wP', ,; /c/,",,;,� -,; r„ „JI / /F„ru'(fs �ti q,"`rl ,,, r✓rn/1% n rr,!:!/,1 v,� y�' r ll/ a a a a w -d �rrr/J r, ! �o,.r w „�✓ ,rc -✓ ,, ,, r-i /!!,/ r, r ,r ,U/ u r d r ,.., ,„ :,N,„r,. „ry ///,. is r rl/ir �!, r �, "�i��a l.g� v�, .; 1r" ,,,,, ,,�iY, ,,,� �,,,✓f r r, a!r!„ iJ { „r„ „rrirar,- v rr,,.,{. .rnr/ o w /i�rw - a I '�f r r IF;Ir ,,; ,; r r ?�1�, »yI/, :, r/�n,, I➢ ,/j,�,�,.riJ /,I r,. ',,,r ,� ;;M... v ,fir/ ! "�/ ro�`ou ww�,;�' // �, /� lJ !, r' , ;i/lJm r r „Jr� /✓, r,, a /»t /p � p_. Y„- /f 11 / � N � �.a / 1 1W /� ,, � <, N Jr �/✓„ N P.F I �� F./ PROPERTY LINE r�r c„✓.: ) ,�,�,�,,r/,�ld,Il r///,' r r,c ir, �r � /(, ➢o ,, rn,. y ,:, ,/! r// l^ ✓ ! I /1 r/, r ,0,/, ,,, s /r 1 w r,,, r„r�J .� ,u- r r, ,J rl:, r ,/i r � fr r ,/,., ,,;F✓r,� r /i / �, r/;,,s, ru ¢ gF' .dam r / /..,.,..,,,eery./,.,% I� ,. r r .,,/r / r/ / ,_.. ,.,✓ ,,,, ry .r,,, I !/I ! y% w� r,!r✓air '�' rr, � ,r,.,rl, ..,�r r r � / / fr, .,,.-,.. j !�" !l, / r �,Jr ,r,r,M,l r hl/�rl o � r ✓,. //r,,,r/ �6� ,,.,z%^aw', , riyfE I r � f ,r , r„r r x Jr e r,, ✓ ,r�l,l �l I , r�i„^r„rr,, n r r 1� r�` r�r / r,. 1/�„r ,l. I oa r,,;-:: /�sr s.,,/. r�l/,r �1,r .✓// 'l ,� rr i rr„/ ., ,.,_. J» ,..,., P,'/,»,, r/ „/ ,,, r.rv-./r✓ ,i ,., R.R. A ✓ I rvI cr r ar :rw' r'� s ,,M<,.m ✓ .r.sp". r k Q .r^, SPILE SET G r� / ,/r,...L. r a„ a�.. h. ✓.,/!,,„/ ,;:: r.f,,,, �r f r ,,,/,: i/ 1 ,.1Nr { & ,r t,,,: I r r,9 rr,,/ ,< ,./ �ir ✓," I, r,.•,. 1 ,.e,Y � c.. "�., �i ri„, f.1 r. � �r, ,.�., , /l� r �r f�J,.,.'," e, .,.. 1 ,, ,,,. .:, J ,..F ...r /,rR ,,,./2 r�✓r n,�., rirr, d ,.,r„ ,,,,, ,, �/,r.B I�� r r. r ,,r� ,, N �, c r ,,,, r.� , ,.. �// /c, r ,,.r.r_. era r ,a 1✓ ✓ ar r/. "� '� ! ., ,,, r r,.,.. r 1 r^d ,,l!uV / , ,`r !r,,.: h'✓'1 :, "; ', u,r r� �' �r.;' / �, /, .� nr 1 / .,.,,, ,.Oa,r ,,..,,.r � ,/ ,...,,/auk ✓ /_. ,,.rb,,. / ,,.., � ,rJ !� �, i ✓,, rfhN, ,. , Y I I Y�rlir ✓!rN/ ! ° r,,,/,r I <,a,�J�;,, , 1r�rr„ v „r „° Y Hr'G r ,,,..�..'„ c,,, ;, ,, ;,,;, ,,,,, , /� Z I'" '� r 9y/ r. ;', ,,,,r �",r,,, r r,'„, ,, f( ,/,""%f✓r r,,,,. /. r,r rr,l //If//� avltirr r' ?u ,,9;', J /,, , 11 „';-a-, "rN..d r s; -- �Ji Nr(, ,,m //r r.. „/rc r �i r,, ,„ / „„ 'Il '.; .i 1 ,✓' v IRON R00 FOUN , I J / I /e.•�4�r , h ,,,,',f., :a ;,,:; ?�,..,"✓„ ,. „f)d � !r.l ' ,v,2Fi//.. ,, o a.6; r �h 1,JG�yyN� g , �/ ,/ r r, I!�,I,vN ^rj „ :IN CONCRETE ( n, r ,! ,,� „ rI ,.,,,;, /�i r f/H/ V.✓,ol',tl'r ✓„r '-y ;". s „�l`r, r /rl' ¢ ' l�/, L. rray :rJ� ,,, , ,r„ 'I, ', ,,;,.,.,. .:/r,,,✓!,�/ ,r... d ,, ,/".�///a ,��,,,,// /rr.;...;,,ri �",� ,;,, -;"r, ��r :,.�!r/a%' w , �r� l„r ,'o: l r ,�-yv hwrmi,r,,u,, s-r ',^�nr ', ,r /mr / 1// ✓: ,, �-,rE' _,r/f� r f r ✓r �" h 1 i r r r.,r ! , '�,(� ,r, ,; ) y </ ny�":,, ., r„y r' d',,;✓' » u w µ, ,,l rr,,,uvl /ur/ 1 �' > .� I � r�i , �y � rd<� Jlr„�r,....�^" r r �/r✓„. »I tir ,, f,�/ r ,"�l r !,; -;' „ �^r^� _m.,J ��, ,r .rN N; ;, yNei',,✓,; ;,,,r„ , r r /;,,;, r �r ,, { k .rrr,:r�,/1 ,✓a/ %, ws'` N,NJ,,, i� I� ,� r//1��/%rv;,Nw�', I "� ,r,;.: ,,,i 1'r GY „1,) '� r,., /Il I/�'%/,/,n„ ry/ I ,•,. �r ,v� ,„ f/ F �m r, 1 r� .r.. ,,,,.. �. ", a- ,r ,/,,,,�, r✓ ��;,t��,m6�',rrt /i,r, ,rN,r! r b r.6,,. ,z;,>y ,,;' r,"„onew,, rs „✓„ r i/ rz. Y r i .�rJ/ ;,,. ✓/. r/ /u „, �r:{ .r „" ,ki, ,,,,:, ! � .,. ,,✓ ,..1!//"„ r",,,� W, / rl'!,: (r(N �'„,,,:^^� ,r'L iM,;., ,r('� r,suer r r,h 7 P„0 J/,,,:JI, yu r✓ rY, i' ,,, � :,,1/ cr,<, / c /;,,,; I _ ' /��r ,r,rM,a,. ✓ 1' r, r, wa?fil,r,d'N „ri, "r;/ ,r, lr;., ,,,,/.,. ,,,(, ,;, N / rrryN' //sir. W (✓ Nl,rr a ✓„,=N�I��wr,, "»sy� _,/ ,, ,rue,l p f< Nrr„ � ,, :,, ur qd�/,;�l r u, 4�ir , „,,,;,v, Iv u» n r y,/ ,,; s ',i; / / l;:rY"<,,,", �I ,1�; NIN.. , ' �'"./ �ill�,,'' �C Y N ,v / ✓,,, �' D 0 r rr/ /f/, W ✓Pi%,' .».rrrrr"� TL N W p c I� ,, {Y�1 O O d .., v U � . rn i,d � �N/�%3 c I, /,.,Irii r ;,,y11 s,,l N �,. /; �df:, �,m.., rR�'u NN'uaN,.. ,m,,, r„� ,✓d. ,? :,.,, '.. /, f;rwi� / ,ri Qw N I ' �� s/ rr,,/, ;,,, r;�, „Jai;= ✓,,,�riy,i /, %?» � .J,- r p�llr+„�',,' �! / � 1- ,� / FP, ,.1 J� ,r, l ,,,✓ us, G, ,r r, w,.t,Ire, ;/i ! ,I ,�M,,,,,J ,if; ,✓,.. r ,, 'r,rwE_ �, f H Z w E t N , i/!i, k, :I ,i. iir< ' NN Q m� r,,;✓ ,,,:Js - ,J.,,<r, l n ,,,,.; ;,.. '. ,.�, „✓,,, ",AY. rl,.?/1//r.// �r//u CCQ Z '1 / ohs,' % / / r ✓h, r ,r �� ter: , r N„ ✓ 1 p r\ <, N/ s, .r4, ,r., ,L,. yr,: r/i/i/i/ a,,,t✓�� /u W I, �/✓ r nc„_ ° ,n, N; ,,,, v,,,. ,r,,,,,, ,fF„ <� ', ,,,/,, i ,,;eru / ,r v �/„/,, ., /;„. �ee - `I �., �7�;�,'' r,' rrJJ r „�;r;r, r J, I. �rra�", e r e ,, -- - �F !�i/rr',, '„ „J4r ✓ �, ""'F / I 1�„;' !�i%;/l N,�. � w� ---q pl ,r' ,.G I m S._...1 .. o� /, N �> E. / // O r ,� r;; r d/r/ r",, w a, �,, �!r ll�i(� ,r ,,rr h,"..,,,.,. /,N,: it/;�✓r,--;< ,,, r,., e �,, I 'h u, u,/ it / V4 r '1II1Y�1Yrr�11J;J,,��f/�, I�,/r ✓ Ne ' ,', .�',✓v„ /„ ./ ,, I, Ir,.,,,,< r ;; y,,. t' ✓ ,r rs. „� J/ W JO7 ( z rdi + d✓, w, r /,/i / /, / rN a<. l., %.,.ri rb° L ', �/ r / //!/ f— m z NEIGHBOR 5 ',/10, +;' „%., ,t,,,r ,✓r,,r r, ,,,v r,/i ri,: ! N/, ;1 /,r:. ✓!i/ ;,/ % i / U 4 ILL — .N ,rr/, >:.: ,.,,,i ear,-,r r „rtµng / Jd !� r. ,e,Q r. ,✓ 'r/!!r/l ,,,,a ,' Z b g E ,. r:' c O w = r r.,, / li / ..r / ,/ r../, '�,'.N' ✓ ,,,,-,�„ f,-r; % ,' /r /a r/7, w w ''✓rr "r r r, ✓ , r �..,. /! t. / r ,.,. l✓ //; r ,. V r. „; r,u /r o„ ,r,/ r /- / rr,r.. %IG /,r, ( ,'Tyr,. „,. e, / ,,, li,„,, .,, J�1 .,<, J „:.,r r rr ,,,.. a ....,/ / ,„Y, � ,✓r ,� ,. `r w �,. ✓. , / � ",.y rs.,. r/„o, c »r.i� ,da ,,, / i✓�/ ,,,r, ;."re ✓/„� Q Z aE / „ _r_r,ro /r/ �, �,,..tt r i r, ,,,, ,-, ,", ✓1/ri e r (rf' �l d�'/,'�r/,t�l ,1:,e ../,rt ,,., ,,,.,, ,t1.� r Jr , .; •:rrr ,, ,fT4 r ,r, ,s.Y r / !r: „ ,,i - CoCT) Q — ./ /,/,)/,,,f <, Y.,. .,, t ,a,,,r, u;,, /r/ns, rr ` rr > w 1 /' l ur / r / r / ;r f — r' r/rdr _.,J„�, r�9 -;; 0 4/ni u," �/1// �,,,,". r', ///". Q " , �'?r( (f/.,N��,�,.r "2!»,5 ,� ;`;,,wr' ' J.. k±/11Nr! ..✓1Nr,>l„„, ,,:' /'`/�"n ,,,, r,> H,,,,r✓r,,.'J I/r„ GN�Y�''i �r J r�//i ,G,li /,!/; (/� U in !/ .., r- ,: r 10 .,Z +uvr ''- r/ Il - /o 1. ,,r/,- ✓/:»- ,,. ,,,,,, ,,yw Ji r,/,,..r ,yry ✓�i rN / ;, �„ ,,, ,%, ,,,;-,,, ;;, r,, ,Na'rw:,... ,_., , , .:aN 1/y,r .rr/... W�- "r✓ r, , ' d/„r cr, „! ,.,�„',�l' ,,; »'AW r,l,,,t raa r ex,rfi ii,rr, .: ,,, , ,:, ,r✓,../�%.//,� .,,.. ,: (9 'r , l�r/.,r /,r../r, ,,.,.1» „<, r,. 1 „/„rr,. ,.,r rf..,r w. /Ni /, ,,, ,✓r,.., /./ / s �ri, ' �r....., ,r,...,✓ l -r.N„,,,r ,r, �. 1, r! r!/, r, r�w,.,r., r,,,s..,, , u!r / ,i,. �' / � ✓' » r,o:. /,ar, rr/ / r :;o / ,,.,a. /iv„,.. ,,/, rrr/ r-. ;' y ,,,..I , Z � rr .r. I r w%<, r sir., r 1 L r� l J, ,F ✓, r ✓ ./ tr ✓r. .,Y rrr,s „lr � r r r r r„r)I f r eG r/c r, f,r>Jv a r v r,c,x ,,, ,-r✓v ,, r.r„/rr �� „lrr,//,r.✓,,,/ // / ,,, r ,, ,,,M!, 1, d, rri � „�,,.rf , 4,,., ,r,. a✓r?rr 1 J,, 1 �,. — -- J r,r �,/.,l »,r,„,r/>' ✓.J///i / �` � i r.,,. , dv u,, ;;, rr :r r,. r, ,/i/r`%' — , �f ��/�� N,,,/�'„=. 61r,;1/�j��y/Li1rd"f%'�r r, 'r, ,�„, �/, iv,, ,ir„ .,,/rr„ r. ✓ )�„Vi ,rRm„/a, x°�tt /��rr; ,:rrl ' 16Pt✓AM: f al�� ,.,..u;✓. ,�✓2'w�ne. �' ��rr <e; ,< .wo-....,..4.k..rl: �„ ;m41k. � ... ........_.. ... �.,w.wl�+Lwlv.:w�' '.::._:.:. W ^ ,�...w."r6•. ,,,<xGu,.,&._.7£, ,,...;,✓.'iY,"/''�,0� „<, ,ili.,"Lw�,Mb ,,.., �N ::uc .,.... ,.,.,,,,,..:<»:. rG« $ N GRAPHIC SCALE EXISTING 2 EXISTING CONDITIONS 20' 0 10, 20' 40' CONDITIONS SCALE:SEE GRAPHIC SCALE (IN FEET) EX 1 SHEET:2 OF 5 PLOTTED: 0212 712 4 12:00 PM O,NEW YO y U wF0 N0.082026 4:' nROFESU\O�ti ROBERT U.HOLMES,If . our P.E.#082026 COPYPIGHT© 2111 GENERAL WASTEWATER NOTES -- t J( / �r e %�/'1� c!,/ n +'rw .,y „'.. *11'"I" r,,,r L r,lrl ,✓, a1N ,r Ar.� Ir ,T°,° ,r�, f,!o 'k s,l✓ W f 1. ✓ ;i„�(, 1, I r, � -✓„ w �,c/ ,t ,u. „r %/LyA , ;✓ r -✓ iw;(.,j'� - G-1 CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(S�,ETC.SHALL BE IN CONFORMANCE WITH y,,., z PROPOSED , / "ra�%hc- APPLICABLE NYSDEC NYS DEPT.OF HEALTH AND LOCAL COUNTY TOWN STANDARDS AS WELL AS DETAILS SPECS ON Q o5'= u D15 ,, , /rr l l TRIBUTION BO% !�D�NYN 11,,,., �';rr `-;..0 ,,, fl'�i 4" DISTRIBUTION`' '� I E%ISTING LEACHING �L/`';��%'"' THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. �= > /rr� SYSTEM(PROTECT DURING „"`':°' ', ,,:, r G-21NSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN GARBAGE 2 i= I ) G r �r '� 1 ,lr,J ,L ,X"'r !r!, ✓ ,,,,T,. e,c ❑ CONSTRUCTION, ...A', ;r„ „nM � o PVC o;re ✓, / / ^ T,,,�r, ;✓ m ,; GRINDERS,ORSPAS/HOTiUBS ARETO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. O z ,I L I r '.,� �!Ir•I-I/l�,f,��l,G�r�� i�'^ �rc,w�fc ,il �vL+✓�.,�:.,M ';i�r1"1 ,,, r,,, ✓ir„ aGs �yU 7 ��✓„ .NOWHEELEDVEHI)C LES ON j . EFFLUENT PIPE LEACHING 5YSTM Pia �� /r, / +� 1�"' err ✓ �'��/,� J✓a 7�„ �,,�,I'. Ir ,w,. w I / o L,,,,. ., r M). ,,, ...n ,,ryi,a „✓ ,-:, d Tta,,, ,r „, "✓,� s 3 lf� ruryr ,r' rF o lo, r � u>°r laryl✓, ,-;n„�o „ r✓, - (` /�✓ rn.:q / „ ,; �",r,,,,a.1,4✓ ,/✓,��:.� ,�i�,..:,,i� 0 � �. ;r. y � ,4, /'.„u4oN!�I'1�� «� r!i f ��, f i✓/.✓ �/,✓ �'m! "1/,,y,,, ✓ r, � J 1,�m,NI .Gil . ry ,,y„ i ri, df ,„ / �)✓, Q N y 3: � rr o �o „✓�' 71 rr r.,.,, ,, ,- ! a;, 1 z, " „1�?3 n' ri;./,�, ,;.✓, for,� I �;, /, 6�, r'r G r� ;�,, u7.0 ,,��Ga,,,.!u�? n.,. r,,, ,r,rrr✓ /,, - � ./, , �', 11 � ///� „ �r%<�r✓,., ,,:,;.:4 ` r<ww,;.. ,. � r/,.,r, ,// I ,r..< ,,>, '-; 1 ,... ti!', ,Il,;. 1 / r ,;��,,,. _ - 1 ;'l�/ l k � "" � pi„rli'Y A r HL a✓✓m w ,,I :,, `„ n,,,:_, ,.:_:� r�"mlr ,'.rNEW- PROPOSED: , � '�a 'i �9 f �; r<1'1,�",)Y .',�'"m,Glu..�: u,w�.,_.,....,,�r.'--✓ ,,, �" ') ,� rli ,. 000 f 1 �r,a d✓ /,y'('i r'(" u�� N e rY� rr�`,,A, 0= - 1, I - -„-^ �, lr ! ;v GAL.PRECAST SEPTIC Dl r'� „'V',,.-, ,,,°: ,. ,,,,,, ;..� l _ "1'ril�,l,/� ��r/�f� I rrr/„o¢ ,mm�,,...„... .,,1 ,,,, ,;-„ 'fir„ ��>G� us � ,;� ,. „?fir, �, ,�✓ �roJ;: - d + r ( ,I,,� � �./".y,Il / r„1. rN ,,. r",,,,,,✓ � ----._.,.,_c,,,..;. �c;LL l�❑ „' „ ;,,, dw �/'%c r. m F- �r1l,�,I - P �. r ,Jf„„„ �l/ ,,, l %,,,'� ! ,n, ✓�, :.'-m-„ �, L'N� li°' li , „�„ ;, ,,,,n,, ,' m'-�; ✓ ,r„ ;;: , >'� .ir ��of, �✓r;, � �,,�,,: ,�' ,,.� llr :rr f� .,.,, ;, ;,. %,,�Af c✓ �c�l,y„I ,,, a. ,, ,,,,,.. Ix' r: %1� /y i r ,-..,.r ll/.,,,, / „r;,,,, ,/f,,,,,�, ,, r'/r/e0,�'/b, � l 'H, I ;� 'ys ✓ ,r,, ,,, 1 ✓�' ,,,.. ,,,,,�,,,r "" I� „r �,/ :/ ,�Ft. r � / �-r G r f,ni ,,,✓9 �. r r�!r� ry„IG✓ '� T r;%"� ✓ m. „ r IYlr i/;�/��l r�'; �� ✓ 00 - - Fm. cyp: . " r,, re,�r �,4 k /;:) r✓v,�r,,, °,, J /r A r. o✓� �U I f /„ rq X � � �i,rl0/. r//�,i fr;ri/✓ Nfi, ,lG' r. ,r„ ,q, -rV f�,✓„r��f, nYi.:„ <vfl/r�l r„c,,, r.� i/rl�f idG. / G�'! / r.r 7?j, (�"':r %1�I��rr/ ;;;, '" ,1 r. in' , �:, '�K ror',iq✓✓ ",n.� /u,,,c,; 'o / r -.`i /% Ll;� ,�✓Y �° !ff �,E%ISTING SANITARY ;, I I 'T" � �, 1 lrL, mr, Y //r ✓,, � 7�, „G.;' w¢ cn - srAlRs ✓ ulr,„ w I r ,�� L,;✓ /i SEWER LINE ✓', ,f r Ii >vr' �,1RI'Ri9i&,1" �"1 / , ,1,, Z Z rr ill r r r��r✓, l � ,r �,},,�9� /,;, ,,;, i, �✓il TO SEPTICTANK r," ` ,, il',,. ''/ti'r/I l' ,r:� I , ,, .,- ,;,, 3rW� '/i � /f� / �f<,✓. O �n - ,� > 9, ( " ^ 11 ,.r. 1, ��, ✓+;ru;.,: ,nu- ,,,;, 0✓ a sl ✓',`,,rrr ,�, /+ /�� _ 1 fl / �l�l�%/rr' �fr>cI, Nor w, r✓, r✓ ;,,�/��iIJ G er✓ ' L 1 r,„ o - 1, Nd, 4n BEDROO M �' ' �,/. I'�I..i/i��j��/� �j ✓ ,� ✓ ,� '-, '.I HOUSE 'li' �'% ',,,, ;,,,� 1✓>t a. � Q ✓„�,r, „j � �a � 1 - I ,, f W" r , ,n = -i (°y /�o�% 1' i �i9 r ib ✓cd p„� � P 1�if '�x1 „w, 1 � r b / 'r� �� 'D rN r 10BUILDING SETBACKw - B`=LL „„ ��,�/ /J I,c, 7"'-� ! r/'i/a,,I✓N, l , /ad ��' l,a„ � ,, �,�r ( r�� I 1 1 ll>, / ,; "!� r,- "i ',,, :.,G ,,.✓, ,Ik,., 11 0" y,... oe y>, r,�!�JS (+ 9 ,i ✓' I D' ,./,, ,ro's�;„ ,r,,;; ,f✓„r s", .,''° „✓N ;,,?'?r��. ,f 'a „�,,,:.,. roman, Fo- l ;r v - I ,1 �, ,. yli � ;; ,,, rr L/�( r�rr>•• c„, .. r/ol,,/�,u%r,r,�'�� n) „' ,/ ✓1 E r � / lm p1,1/i °ai r r ,ll, ( ,, � rr �� ,„, r�1�'i,v!- ,,�. �✓�rl^r �$ !,,✓, 9 c!, r-- ;u ✓I l9Nrs ,r, I �'„,,� i� l ,„< a� ✓ a rif„ r J, „tv, ��;- /,I/�//fir/,r /, / ,� I �, t✓) n m yr' r 7 ✓ r � i i � r /I,✓, ,m., ,, air n, n,,,a,>', ,�,:, � .rfr/ „/,, />r I, r, r„ 9 ,,, ,l ,.,, ,r,u,r,,, ,ri„ i„ ,,,,; r ,.. ...r „r ,, ! �/r f/ !i. I ,�✓�4% .✓. r r.. .,. ,,,/„9i ,. . ✓. /,,,,/ a of �. , �� V/ ,„ 4, ,l, ,,,,,,,, v, �,,,,,,, ,,;r��I,l , /�� la. II ✓ /i,<r,. ,,, r✓,, e,�to r r`1 .,✓,.. ,.,: ,,,;., (, ,,,, ..� r l� �/ �0�. ,,., ,� DRIVE\NAY 2 �, r n i, ,, ,. l„ ,,,�a ,.. r ,, f r ��/ ✓ r � r Lro c, ,,, �, l,L, r� �!„r i, N, N ( "�f��fjy" /I,,, /.:c, „ J ,/ .,i;;,r! / ,J/l , 1 r iii ..r, I .,n: „/,„✓, I f, , ,,,,,,, ,, r �r/ �� r c r� � i ,,., I. i✓,,, ,, / „rr rxir, ! ,. �" r , . a R r / 1, 41✓ /,., ,� 1 /� ✓./�, BA, / ,/., /,r ,�i , pp ,, ,., ,,,� /'ari✓ ,;,., "..1 �. w ...h �r,.., /r` r,,,, �' 1. ,�/,��. .//r✓,. / .(/, ,, „ ,.r, ✓r ,..,( 5 ✓,,,.,,,, ;i r y r(i ..r. r .�.fc. F✓„.....,,r, ,., r..,+I . rr,,, !/ f, l ..l r rr n r � ., � i. /i rc✓,. ,,. / „_y ,.; xi,.r� �,r„ l � r c J�,r,, ;,,,„ �, ,..,,,. r ,,. ,,,,:..tk rf ;,,,,, „ ,; ,r/., ,. „� ,F ,G �. / ,, ;.,1,,. ,,, ;; ,I✓� l��l �rr n✓.! ,,,G„ r �,; I/ ,i, i ,.,c,. r ,l)i�s-..,;,,, r 1✓,,,c,r....,r ,.✓, ;� r �.i. 1 �. ,. ,:. <„ y„-; ,::.(,✓'' ,. r 1'' .r ,i -„ ><" J ,,yc„✓.� / %'.I ,/ , c..�>��, rjr ,„sr,.;; ,,. ,.w ✓r,„. ,,L� I l //f I ,a,, > I�lr,,, r„�4," r /i✓'/.1�// „ r,,, ,„, , , , ✓m ,ir r, 7 .r..,c„ �rlr l,,i r.e ✓ /� 9 c r fl!i',,, !r,a .„,i T' /, ,, '.s n„ .,, i �� 1. o r k �� /l ri HTy /9>r I .r✓, 1 ,. I 1 � ,1 1 ,° ! r,, / , , � /, i� rA � ,,, �,,,;, �, ✓,,, r , uw,,, ;�u ❑ w,,,.: uslws; ,,a»,✓,, ,,,/ r)l /9,.,✓, /,h .,> /r , ✓ �a9,,�,�u, rr/,, , 1, c /rf/9 -,,,, 5,,..,rr, ,,,, ✓...., oi„ ku „ �,> _ c. F �/l r: i �l� fY)1 ,,, ,r,,er y, 4�, ,-1'�, �/ �„ ,. ✓ ,,il f ✓,Ji,,., r I �,: /pr%�n � ;✓;;�11,,' ,m ri „ y r L r,: H r �' �� r„✓ f:, �f5t,l� ,,,,, ,'� ,clr'!xo> „rrr yr / ,: ,;,, „r/ .;,. ,o ,,.1 /,,. �.,, „✓, hGu�l�h 1.,:, 'fi. �' �'r ,��,�� >- ,, ( r OA ,..t ✓, ,,�)jf b r „f":>r / r ✓ er= r,,,.// r �, l.. r ,r.,;�w r, / .rr„ n f,, r �i.f1 l ,�✓, ,�; �ri; ✓,;rry ✓. ,,1lE �l ,i,„c'I J� r, rr,9 ,,,, � .;, 'r', ,,,, ,,» ,..a „r,-✓✓�-r , °✓„„r,,,, ✓;:// ;,�� fi„ %^` K ,u�/1 U( ,,,, 1 (� �9 .arc ,� E � ,%o',,,,�,�i r9 ;../ ^(9' ,,, ,;.., l trn ,.,u - ✓ ,y� l� T, ,_.,%;.,..�'" /.. ". ' ( ! � �r 1 of '(( „ro',,;!e„/ ,, r ,, l , ,,,,: ,r c. ,„�„�'1 ,,;,,rl /� ,,,r ✓„✓, ;,nr„ i rr,,, ,{ f/r" .� ,, J,9fji fo ✓ ,>� P P�,rl,,,,,, v�-,n,,:� ,"r ,a,r l l N ro, % ,,,;'7� ,� /,;: �il".', r'.,,lr N 1." ,✓ �� d y, ,�,r'„;,, r,<�i, rri/ ,;J� F r a� r/ ( ' � � �/f0 ✓' � rr..' F% r/,„/�, ;i, r�,.:,1, f�;��<,,, r �h: v/)%✓� :�/', r71 f!i i/a1/r � r67 "- � .�'� rl^ F, .�� i, afm ✓i�' , I rL,,', ,,, �. ;,, >( ,tr.�, ! ,.l`� e c, r `rly !� 1 ,,/ � ri (E Li,l,/ , i w ,./,, 'G„r u, „_� 4 , I ,,. i"rA9„ !✓1 „ ✓�¢! // rv/rO W. ,.; "At, „, cxL a„�"�% ray; '��r;..1 ,n,�/'l,e �. l�y ;,Irr,,� ,., 1 r�� r„ g;;,,,,..: �'/lid,r �r �✓,J'//F;��, ! /U i�.. f�, , � �/ �/1 /7 ,/� ,:e ,1''"', i lr ^NG./i1.�pfl ,,,''yY r ✓: ,; 1 , ,� � r, � s ;� �,' 1 cw,✓r/�,,,, ,` 1.,,,, � /�� r/oa. ,.,✓-c�,. ,,, �! <;`;;�,�' ,. .,,;,,. I�rv„rr✓,��'�� fs✓, v'u',„ ,,, r,,,,- .<: i r ,,i/�i u l✓�'r` ✓, � l r ✓ /, 9-r �r ;,✓,,, ,,, r..~--^�, ,✓ J i/ u / ✓'n ;,,i! ,;, tarry ///h!L �l <, n� r �, ✓f,, ;e 9 r Iry � �,„q,,,, ;I, /✓'a� r�; if a !u 'r ✓, F- � I ,� //j/ ../ „n✓,, '4 ,,.. Tf as I ,/, 1 /�; 'rr )ri rw,t rr 'a', /0 r'--✓ ,� II l' „ „s �, ��;, r „ r, 1 c ,, ,,,, ✓a r �N� ` / n �i ,ry r r CA Z U' r ��,lT Hkl✓r. p'Vn✓f,, -,( ;v „_r,. ,l `r, ,/r Il,.,,/r,I � / i✓, u,✓r,,,, /„ „o, „ , ., n '+�,,�' /i„< f'� ✓, m� r„ t,:"' 1 �HOI�r, Lu awn. /,,, ��, ,. Jf ✓ ,C �u /i ;/' �oa,r J�.r. n�'m r�...d'. � ,,,-- ,I,.r L&l ,,9f. ,:,, „J -✓, I.M1 ,,;... i "-;. ,,,,, ,, -,,, I n� Iw,ul9' r. ,. ,,,; 1' `r � r / „f--,;, rd, ,,, s✓r i ,.. a ,r, .. i,. l ,.,a..%, c e,.✓l ,,, ,,., ,� �, r tirF.,..> �,. ,,,, ,.v unum✓! ur/, J N,+i r,,,,.: !. / / 0�,..� G.ifJ IA'.:� .,lG,' f a,,,... ,;,,',,,./ � rG. , ,�... „✓ ✓ ,�,p�;a, T; ,,.,r ", „✓. ',�.�P�, r R� �,.. ,.,�.. � ppyy�� N ,r/, 1i 1.. , I ,i!r,c.<, r 1 ,n ,'u ,,, ,.� ,%/�',a ,;, ➢, ,'.?. \L/ W O ❑O> /� r„1/ , r/,i ,r✓,aiy�0f r r a,/,c,, ,,, �l arr, / � ,,,,f, u„, ,,„ni;✓� € , ,,fi�� w rtm�m✓,,, p�v L/;. C3�[ 1,r ��//. ,...,,„,�, /or„ „//r,1� ,,,:.. ,°�. .,.: ,,,,✓4 0, ,,,,,,�ti ,r.9 s ,,c,.�„ ,,,,, a � I" � rn I �� 1. ✓///.;,,,,s:,';�,, l� ,,,,,at. ,;l^r, ,,- U I�;r„ ryTlt.. i,„ ,,, ✓I ,r, :;' '�j ..,emu off � a i / 1i✓ l� rL ,l ,� ,,,,,u1r„f >, m c,,,, it /,,, r- w irr i „I Q Lu w v 1. "�/%� ,J,� i�� j„P9'%,l,or ',-� .. 2„ „r¢,�'�/ ✓,,., �Ay /�, „,,G !/��/,l ,�, ,��4 ;. .�'1J y, � ci(, I-Z w N",r.✓„ry o, ,;7� ,a � �I„ , rI ✓ !�. /ii fi✓, ,y,,��`-x O a r � �/ II r 'e ,� � 9 ,o✓�! ,,,,✓,�.:c / ;. r i �,;. ' J '",T2 „'��,,.; ,1 ,,,' ;,, ', ,; !r.!'/ � '�9rrn,. W i� c 1 / ;'41�.1,.ri, "! :,,�, r,J, L' "'�, ,1; ,,. „,(;�, ,.,,.. '"� ,. y r„c;, rF ,,, ,,rGn�9';,, � ., , ,,,,:;,r, ✓�ll,t m: r>- i «, IGGI,r� 1I r I�l ,,:,,/. 1,1 re, ;;: / ,fd,, �,I'!� r✓;r, 951/I', d Gr" r,.l,,, ,,, I ,, 6 �"�n 'FJ f, w c E•"_` t ( � 1�1i:, �l,Of ��I E uT 1 . n;.,✓. i ,,, ,,,,, ,,. ✓, tr; ,,;,0 «,,,,; , ,D L, �r 0, ✓/� l� �,�°�i)�� u i ,,,e;.<.,,,,,,, ,,.,;p„rr,,,,Fi, �jr�,,".?pc„ ,,,, ,...� u ;,,r., i �r�P, � � � m w � Yii� /,,. ,,� E d ', rr 1 !„,r„>',11 r� ;,, c G tr! , ,� ,, 1 'T;;" p.''' Ire J I O I NEIGHBOR'S '�; ;;IW o°a' „ „✓„, !„ ;, / 1 r G, r 6I1(,„ro�y` Pr) priurrl✓ l", ' /' ,/ II f-UU r y , �I h u , /�' m,,l u✓ ac as Q z > 0 ;TING BOATHOUSE f , ��r ..,/ 1 i J �6 ' F "',o' �,, i /f w I 0 ,'tl 0 4,r l; / rj//r rrg////r rtir rrr `!�U'T/� L%,, i,,;,r r l w l 7 „ ,-1 % l; ,,.,,,(?c /l 11t k„°.. !r/ ;,;,.✓l ;l /, ,,,i ,rli. 1 c� a t� � i�;/ils/,I,I� ✓ ,,�✓ h(fa,,�ffns ::. 1 ,L r,;,,; �iA,i ;a7il�i(r ,,,n,'?f�,✓,,,,,. � ,:,, Q LLI � df r- r r1,w o / 6 � a i,,,� u r„ _ w rg / r✓he r �< rr SCE ':;wr (/J Q i V yr �� it,�,?�n m � r„r,,;�/;;!i r )�r^9, rrf II✓r i✓ --�„, ,',;'� .. } r11� c ��i�L�/��I, I (lr✓rf;,°;; I if I'i�fv,,.,r � I,� ° ;, i'.i„ <,r J✓,..,Liu i. ,,u,a ,;;, � I � / �+��, c? �,�I 0 �i 2"/1,,,.. y1,, I r rr.,d r ? a�� ;,,, %r ,rr ✓ 9 „ /fir � c , „/fr ,rL't „„,,:,y' ,,.. ,,,,✓ I ,= r// 1,./ I✓r„ ,�., ,,.. s, �, � � I.r,l,/Il,,,,; 1 ,, „-„ -,��" I� bl r ,✓I, /„/,,. . 1„'+,: ..,, „, �l ,oi2,,.� f,fr, ::,,�P�1t"�1„ !/ 0 :. ri a r.TLYr ,,,,, ,,; ,,. ,r. ,,.. �, ,,r✓� ;fir„ C9 fr c /��:r..✓ /y. ,.c�,a ,�,,,.,W; >. r ! ,a✓�„ rC ,.,. �' w„�r„ r /,,,,,, ,,. % a�(/r."` ✓( /...1 1 „ 9'I, //, ,c... l {J� .l! ;... ,, rr�4 Mv..,, ,. ...,, Ill er' d ,"1" 1ri ..�',< ,/e ,. n��h „� ,,, ,;, „. ,,..., I � ,rc lnrF!r;(/,r,�✓Iv ,, f ,4 � e,✓ r/r �,, ✓ (r�� ,,,, c,, r/lrlf, i „ / „I ,;,,,,� „ /, ,, '�i �i/ I,. � c�wrir, I ,,;, „c„, V ,.,/, f � -., '✓i.; o ,, ,,c., rf: r/Ori' r. z ,/, +� � rl, ✓„✓..,.r /, ,i, col ,,.✓,, �-, ,, ri ,,.,. e/�,„ ,;I�,i� ,/ (r, I „ t' r,�,. „r; � ,.. „,,,.l ,r/✓✓,r L , r,ay `!L Y ,,,,+G%' ,...,,. "`:% � r ,e. r /r,>. ,I ,,, r,L 9y ,,n� G,r �,,,,,, �✓ , ' „;, 1 r,.�.✓„�rrvt' ,,,�,rF r ✓ „a:., �� r/� ,,. r�rrr ,r✓, ;; r/ ,,,,,✓,,,. ,,, „ ', ,.�r, ,. ,/„l..r .,o �:✓ ✓, ,, ,r ;;r r Ll.r, e,��,. li�,,,,,�i',,,, ,.,r/�I , I� r.>` �/ � ,..:. ��ra., .:,'�,,;,r � /n r � hni,..., ✓ ,Li' ..✓r, ,,, ,. �,,;, ! ,,, / /l /�,,r .,,/.. ,n_„ ,,, ,. ,.>�,f ��,c,;d/l�r h r ✓, rl ,:,. „nR i i� ,..,.. „{„r/,. :."1 ,Nf,,,, r�,v,.�rc ', „✓„ Nd„ %.,G � d ice' � r ,>��r„�/r1/� �� J!//rro, l/!9/r i � ,,, ,, ,�, �`„ �' r�,,;,. ,,dlr, ,r du, ,;,, r, ,,, fJ ,/. r;,,,n. ,,,, ,,;,. ✓ 'iHr � a„ ��i1 .,r 1�, � .1, /�/ yr�.. ��µ, I, „ ,r u ✓ 1 it rr„�(, .,M,y r✓,c,y, ,��w�. ;, L; t,� IrG/��i✓ /9j „r, ! �n � k`LV'Yf' ,:,✓r�1+!;lf�; r,; 5//�/ ' r �i,. ' ,r � .(�✓0� .w,.Ca�„�„r,.�vw,.��..�. ,,.,,<.�,.,.��.... �,.,.?,L.f..,, _r_ ..�.,�&�aw..a.. ., ,,.,,,.r•,i „_,....�r..1i.n.� ��,.� �.w w.,..�. „�......,....a.�.. ..aW_ ,�.`... ....... ...__._ ,,,,,,m�.�:� r�.C.'/.�a.'�.,.m_ N GRAPHIC SCALE WASTEWATER 3 WASTEWATER PLAN 20' 0 10, 20' 40' PLAN SCALE:SEE GRAPHIC SCALE (IN FEET) 1 SHEET:3 OF 5 PLOTTED'. 02/27/24 12:00 PIA 0p NE4y Yp s 4' 'P N0.0020296 4: �4nROFESS}O�Py ISSUED "'"�° "IEI�II"' ROBERT U.HOLMES,II FOR ^^ COPYPIGOB©02 2023 5°- N to w aF Q sk= 1 z=� W WATERTIGHT JOINTS(TYP.) _ z (SILICONE CAULK,BUTYL,ICE AND - WATER SHIELD,OR"FLEX SEAL", ETC.) o` IN HIGH GROUNDWATER AREAS, PROVIDE WATERTIGHT MANHOLE FRAME&COVERS BACKUP PRIMARY SEALANT WITH SOIL/ z FOR EACH COMPARTMENT OF A SEPTIC TANK(CONCRETE FINISHED GRADE 6ENTONITE MIXTURE ALL AROUND JOINT; OR HDPE AS APPROPRIATE AND AS ORDERED BY OWNER); -y aLL GRADE TO DRAIN AWAY FROM COVER(TYP.) cc � ;a? ml- N- t--2_p 2_p RISER AS REQ'D(TYP.) H Fo` w� 12"(MIN.) O p EXISTING GRAVITY SEWER EFFLUENT PIPE;INSTALL o0 ---- ---- --- AS SHOWN ON PLAN �, INLET 3 u OUTLET WATERTIGHT ELASTIC GASKET; =w 0 SANITARY TEE;SIZE — KOR-N-SEAL OR APPROVED EQUIVALENT(TYP.FOR o o F3a 12"OR 16" MIN.6" 14"OR 18 ma! �z TO MATCH EXISTING EACH PENETRATION) ¢ w 3d SEWER LINE MIN.(SEE MIN.(SEE �¢ m NOTE 1) NOTE 1) NSF APPROVED EFFLUENT FILTER 10 o"; NATIVE BACKFILL . e ("POLYLOK PL-122",OR ma THOROUGHLYCOMPACTED—'\\, EQUIVALENT)(RESIDENTIAL) MIN.4"WITH A� MIN,AREA OF 50 SQ IN PRECAST DUAL COMPARTMENT NSF APPROVED EFFLUENT FILTER =LL SEPTIC TANK OR EQUIVALENT SIZED FOR MIN.????GAL./DAY(COMMERCIAL) a a a a „ BAFFLE °8= 12"(MIN.) , 6"(MIN.) N per, Lao PROVIDE EXTENDED BASE FOR N ANTI-FLOTATION PURPOSES; o o `o !!\\!!\X\\!!\!!!�/!�\\ ! \!!\�!%/!%\\!!\!!\\!!!\/!/\\!!\\!!%\!!\!!\ 0 R EQUIVALENT,AS REQUIRED CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL z NOTES: 1) SEPTIC TANKS SHALL MEET NYSDOH REQUIREMENTS 2000 GAL. DUAL COMPARTMENT SEPTIC TANK DETAIL 2) 1ST COMPARTMENT SHALL HAVE MIN 60-75%OF TOTALTANK VOLUME LL 3) 2 TANKS IN SERIES MAY BE SUBSTITUTED FOR DUAL COMPARTMENT TANK,AS z 01 SCALE:N.T.S. APPROVED BY ENGINEER 4) JOINTS BELOW SEASONAL HIGH GROUNDWATER LEVEL SHALL BE TESTED W jig✓ WATERTIGHT BEFORE BACKFILL y 5) HDPE TANKS MAT BE SUBSTITUTED FOR CONCRETE WITH ENGINEERS APPROVAL 0 LIJ 0 O} rn o C rn `�W� kk w N 4'® , N �Q O¢z m:2 Cl} Oif>, [[ E Lu 0 w Z�m u Z W V) O r TANKS/STRUCTURES KOR—N—SEAL,OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. 0 u Z TANKS AND RISERS TO BE TESTED WATER TIGHT BY METHOD APPROVED BY 0 T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR c� TREATED LUMBER MARKER ENGINEER(ENGINEER TO WITNESS). ? EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. _ ABOVE ALL BURIED COVERS; v, SET LEVEL W/GRADE DESIGNS FOR H-20 TRAFFIC LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY T-6)CONTRACTOR TO INSTALLTANKS/STRUCTURES TO(RELATIVE)ELEVATIONS 3 INFILTRATOR WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. SHOWN;DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. w 1011± /�/\/��\��\/��\\� PROVIDE ADJUSTABLE LEVELING T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER N DEVICE ON EACH OUTLET CONSTRUCTION(DESIGNED FOR(H-20)WHEEL LOADING). INLETS ® OUTLETS DESIGNED FOR THE FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS WASTEWATER 4"PVC GRAVITY SEWER T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET PLAN FORT MILLER BOX @ 0.5%MIN.SLOPE INSTALLATION OF PERMANENT MARKER(S)OVER BURIED COVER(S),AND OF THE DOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OR EQUIVALENT MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) OVER FILTER FOR MAINTENANCE ACCESS,AND PERMANENT MARKERS SHALL DRAWINGS(SEE GENERAL NOTES). BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE 12"MIN.OF CLEAN SAND DIRECTED BY OWNER. wwl OR PEA GRAVEL FOUNDATION T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL 2 DISTRIBUTION BOX BE ANCHORED AGAINST POSSIBLE FLOATION USING HEAVY DUTY TANKS WITH SHEET:4 OF D 1 SCALE:N.T.S, 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD APPROVED PLOTTED. 02/27/2412:00 PId BY ENGINEER. OF NE w y T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL PENETRATIONS SHALL BE ° — r 2 U �F. N0.002028 4: UnROFE551�t`P ISSUED FOR CONSO)TRUCTIONROBERT U.HOLISES,II P.E.#082026 GOPYRIG:IT© 2023 ER E OSION&SEDIMENT CONTROL CONSTRUCTION NOTES: NND BAGS LA ENO TO END,PERPENDICULTIGAR - TODIRECTIONOFFLOW STEEL OR 2'x2" EROSION&SEDIMENT CONTROL: -_ 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING HARDWOOD POSTS WOVEN WIRE FENCE ESC-1)LAND DI5TURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND w - PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESCSPECIFICATIONS (MIN.I4 GAUGE W/ DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND Z mr pvJ 24"(MAX.I TYP. SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL G FL MAX.6"MESH SPACING) z 2)EROSION&SEDIMENTCONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. C� O FTHE PERMITTING AUTHORITY. Wiz` ON REINFORCED SILT FENCE 3)NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN ' "e LOG REPORT BOOK. J, TYPICAL ESC-2)FROM DAY OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE TIE POINTS CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE y HARD SURFACE PLANS AND THE"NEW YORK.STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" =� (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: (NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE 1J1 ay http://www.dec.ny.gov/chemical/29066.htm] SECURELY FASTEN WIRE TO THE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY to kyy o SAND BAGS H�-10'MAXIMUM-+1 FENCE TO POSTS& OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) s,pz OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS Q ° 8 APPROVED. 0 -"_= 1.)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN IJIANUALAND NYS y p 1- EROSION&SEDIMENT CONTROL GUI DLI LIES("BLU E BOOK");LATEST ED ITIO N 2"X2"WOODEN STAKES ESC-4)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES � COMPOST 'O.C. SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE? 2.J TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100%OF TANK CONTENTS; FILTER SOCK PLACED ATI10NG Z MAX.SPAC STEEL OR AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED HARDWOOD POST ABSORBENT MATERIALS ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: W V'W V N'V V' ESC-5A WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO 0 Z m_o ) SWOVEN WIRE FENCE LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE w 0 SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE 00 dCy 1' 1'-8" FLOW FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY >� 3d MIN. g' INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS p EXISTING P�- INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH 10 w¢ ;w CONTOURSGEOTEXTILE FABRIC AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. w Z x6"TRENCH Y4"(MIN.) ESC-SB)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, Oz j 1'-4" DRAIN ROCK BUTT BALES TOGETHER, \ 7 WITH COMPACTED BACKFILL (IF REQUIRED) TEMPORARY AND/OR PERMANENT SAIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED p I.E.:NO GAP WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION . Q ° GEOTEXTEE FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL HQ 0 GEOTEXTILE FABRIC WRAPPED o �O i ,50� e STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE m a Nr= AROUND HAY BALES,AS SHOWN ABOVE \ �c i �� NOTES: LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). 0¢ o • 2"x 2"HARDWOOD STAKES OR RE-BARS ESC-SC)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO LLE;i DRIVEN FLUSH WITH BALE;2 STAKES _ _ / � / • 11 THIS DETAIL 15 APPLICABLE TO SHEET FLOW DRAINAGE ON ATEMPORARY OR APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE fop PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED - SEMI-PERMANENT BASIS(1 YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND I MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN 0= <N s • 21 SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PON D ING EFFICIENCY. MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. 2'R2"WOODEN • COMPOST FILTER 4"MIN. SOCK PER �8m STAKES PLACED 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST ESC-6 NYSSSESC )ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING 8"MIN.(TYP.) 10,O.C. VERSION OF THE NYSSSESC. IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL OVERLAP FABRIC NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT =E @ STAKE 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS AND UNTIL SUCH TIME AS THE PRIOR IMPACT 15 REMEDIATED. o Q LPG NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. BEDDING DETAIL 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT ¢` EXTENDED 8 FEET UP SLOPE ATA 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. S)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREATHAT WILL NOT CONTRIBUTE CONTROL SYSTEMS;CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ NOTES: SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ENGINEER FOR APPROVAL Ez 2.)DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPTTHAT 8"DIAMETER SOCKS MAY BE USED FOR K 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 6}DETAIL SHOWN IS EQUIVALENT TO A"REINFORCED"SILT FENCE.REFERENCES MADE TO O DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN.25 ACRES. "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. EARTHWORK&TURF ESTABLISHMENT: >' 3.)COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2"X 2"WOODEN STAKES DRIVEN 12"INTO THE ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON w 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. SOIL ON 10 FOOT CENTERS BE THE ANCHORED CENTERLINE EARTH SOCK. SILT FENCE THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO Z OF BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATES vi STORMWATER DESIGN MANUAL"APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA ST7--� �77 4.)THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING : -� RAW BALE DIKE LIMITS MINIMUM DEPTH OF I2 APPLICATION OF TOPSOIL TO A DEPTH OF 6".VEGETATE AS REQUIRED PER LANDSCAPING PLAN,IF APPLICABLE,OR AT THE DIRECTION OF OWNER. a ti OinErex storEr ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH H- � w Iiw.Im 2 s vo 20 25 33 so (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCALSOIL co 09� m C9 a 1 22s Too I 100 1 so 20 1 - 1 - CONSERVATION SERVICE FOR RECOMMENDED MATERIALSAND APPLICATION. � ¢ j W 12 1 250 225 1 125 1 65 1 so 1 40 1 25 f ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE O W O G qy 7/ FLpW 18 275 250 150 ]0 55 45 30 0 Cc> r Im a 7n 35o 75 1 2. 130 1 1. 1 so 1 35 POSSIBLE,ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR AND �QLU `,e® I- N A 32 450 1 325 1 ns 1 150 1 120 1 7s 1 50 CONSTRUCTION ENTRANCE SPECIFICATIONS AROUND OTHER FEATURES,AS PRACTICALANDAS DIRECTED BYOWNER. E- �w p J bQ7 p., B„4'MIN. 1 �Q OZ p LENGTH IN FEET CS-1)AGGRA'TONE SIZE-USE k3 OR q4(1"-4")STONE OR RUBBLE. ETA)NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN LLJ cL Q¢ ��.i � ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). CD w „4'MIN.� C ` LIGHT RIP RAP(TYP.) COMPOST FILTER SOCK B)THICKNESS:NOT LESS THAN 6". crLu Jm r w 1r ED U Z NON-WOVEN GEOTEXTILE FABRIC CS-2)LENGTH: °S>Q w C I O A)TYPICAL COIAMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50'MIN. Z> wLLJI w DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. °b w 0 IGINALGRADE CRUSHED STONE AND LIGHT IFNl:TH. DITCH STABILIZATION GUIDELINES U) > NOTES: RIP RAP 30'-50' CS-3)WIDTH: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL U)Q U N ' (SEE NOTES) A) RECOMINENDEO 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) � j_jZ 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS B)RECOMMENDED 24'MIN WIDTH WITH COMBINED ENTRANCE&EXITS TO SITE 0 Q A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. DS-1)0-6%:SEED&MULCH AGGREGATE: CS-4)GEOTEXTILE: U j ? 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 6'THICK A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. DS-2)NORTH SEED&MULCH W/MODEL: TEMPORARY EROSION CONTROL MATTING = (SEE NOTE) B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P3000R APPROVED EQUIVALENT) ( Q 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUALTO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. C)FABRIC SPECIFICATIONS: 3 LIGHT DUTY ROAD=MIRNFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING 4)SEDIMENT TO BE REMOVED WHEN 25%OF THE DIY.E'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) w HEAVY DUTY ROAD=MIRAH 60OX OR APPROVED 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES EQUIVALENT DS-4)155—5EED&MULCH W/PERMANENT EROSION CONTROL MATTING N a WIDTH: 12'-24' (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. (SEE NOTE) OROTHERAPPROVED M EASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) a CS-5)SURFACE WATER: p ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES ENVIRONMENTAL 5:1 SLOPES MAYBE CONSTRUCTED (GUIDELINES ARE PROVIDED TO STONE / EARTH DIKE OR MOREOFFER ALTERNATIVES AGGRESSIVETREATMNTSMAYBENEC N NECESSARY DEPENDING S ADDITIONAL CONTROLS CS-6)MNNTENANCE: ON THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE 5S-1)0-25%:SEED&MULCH (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) GEOTEXTILF- PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR 10' MIN. SS-2)25-33%-SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING EC (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL PLACED OVER ENTIRE AREA CLEANING Cf ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED, "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL RADIUS TO BE COVERED WITH AGGREGATE WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. (EX.NORTH AMERICAN GREEN MODEL:S75BN OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIORTO MAKING SUBSTITUTIONS) (TYP-) (SEE NOTES) SHEET:5 OF 5 CS-7)MASHING: 55-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO SLOPES PLOTTED: 02/27/24 12:00 Pld PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA OF (EX.NORTH AMERICAN GREEN MODEL:S15OBN OR APPROVED EQUIVALENT) TO PREVENTTRACKING ONTO HIGHWAY. STABILIZED STONEAND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OF NESSA)50-100%:SEED&MULCH W/PERMANENT Iy Y CS-8)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL EROSION SC15 BN R OR AP OVED NON SLOPES EQUIVALENT) CONSTRUCTION ENTRANCE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN SS-5)100%,:CONTACT ENGINEER FOR GUIDANCE. v SEDIMENT CONTROL BARRIER (SHEET FLOW) y"F� NO.082028 4 nROFFS+10C\P EG+� SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) FOR °p¶ TIONROBERT U.HOLMES,II (CONTRACTOR MAY ISSUED g REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL P.E.#082026 "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIORTO MAKING SUBSTITUTIONS) °""° COPYRIGHT© 2023 Grail& Environmental Engineering TRANSMITTAL Transmitted via EmailMand Del. To: Attn: John O'Brien Department of Code Enforcement Town of Queensbury 742 Bay Rd. Queensbury, NY 12804 Date: September 23, 2024 Re: Morris Wastewater 371 Cleverdale Rd. Tax 4226.12-1-55 RUH4 23-048 ITEMS TRANSMITTED Ouantitv Description 1 Drawings 11 x 17 (1-6) Wastewater Management—Susan & Robert Morris, Rev 2 Record Documents, Dated 9123124 COMMENTS: Will drop off 9/23/24 If you have any questions, do not hesitate to contact me at(518) 792-2907. Sincerely, RU Holmes Engineers, PLLC Q4444r J nie Ehntholt Administrative Assistant 12 East Washington Street 518 792-2907 Glens Falls, NY 12801 o� Nd SUSAN & ROBERT MORRIS QwQ mQ rl "O.N If �„ SITE LOCATION WASTEWATER MANAGEMENT as Z Q� w0 w �q 601— 371 CLEVERDALE RD 3z3 �i , ;rst. �" TOWN OF UEENSBURY NEWYORK o om Bay �„ ,M r o I 1^ z w LO,LO Eao p b, " ~r 01 OU OU �ry F w} Z Z /f RI.OLOTION APPROVING SEWAGE DISPOSAL VARIANCF. APPLICATION OF ROBERT AND SUSAN MORRIS Z lz H z w w ¢� � � TAX MAP#226.12-1-59 a w Z " BOARD ORHEALTH-SOLUTION NO,32,2002 �Z O�Q �❑�❑ � °3o ;Y I"r l ,v?,. „s„ . r "'�� yo, ', ( / 1 U 00 U w w OO z OO z °x- a I 1 7id w �!y Ilil � """ „. rP r INrRODOCI;n BY:Mr.TEeoaore Terocr O❑r`C7❑ ❑Q❑Q P�� ,q WHO MOVED ITS ADOPTION ❑❑O Z W W Q W Q m o 0 f ❑ Q \ �� SECONDED BY:Mr.Hexer Danr �O LOCATION PLAN a Ill /� '/ �fi' ov 22 22 22 ti / m ma ma WHEREAS Robert mid Susmt Man I, fled application fm var fi. [r(1)Z Q Q (1) SCALE:N.T.S. �a y I — 1ptov�smas of the Town of Qoeensbury On S t S & D.p al Ocdwauco,m�cl Vp1i atim regn�t ng I I e toom loud of Healtlo au,w u>tiahanm,ora ha,geld nmets faet(9tr)from 4k f yji U�/DI/� 9up l' Ldg BOUCHER,KELLY A. / �� uY Lamcwg i aedofthereq,,edonehnndmd met I setback and seventun feet(n')som TAX MAP#226.12 1 55 � �' 2 a the horse wu,danon roamed of Le mquved mrenty fmt(20')setback m,property 1—led et 371 ffl �r� (1_dale Roan,Q„eu,abmy;and l "/ RIIENZI,PETER eL� �� TAX MPAP>322WW{{6��12-1-60 wtai xl Atimi ,Ctvrkvoffioe puntndmnh er bfR gnome Town°s on� y A01rvf efemal n p p d theLocat Bomd of HealW vonduct�ad a public herring conaming the N N N N N z°z lf� /l l//�" venm�cc rc4ue is on H� Jwc3,2002,a¢d off,s �l//I �", O O O O O ❑ o�� Jf�,I "l 01', ) WHtftBAS,Ihe'lbwn Gwk advieea vhat properly owners wipn'n 500 ma of the subja;; ��;ar p; pronem wee been dnrynet tea, r, t 1 PROJECT LOCATION �/ �� NOW,THEREFORE,BE IT O TAX MAP#226.12 1 55 �T ; r � RESOLVED,that ®' z / l /�' ddV �r�i �f a)due to the nature f N 1 t f It I[f th Id t t-Ply dt t f f � d dr pry d bJ I 0u O d' 1 4—mg' � um,pv,p..w. doeJ ea,>ra,rpiaaor hoyof '*'. �,% �j�{ „/% MARTIN,CHRISTOPHER the p ' Q,eesf m b,rydwr po tlnTa ;m, z �� F-QU CE LEGEND: m� -> J ha u LINE TYPE: 0 /{ CELLJ Lm w EXISTING STRUCTURES OBJECTS UTILITIES ` //�r f' °U U U) Z SURVEYEDAND OR FIELD VERIFIED: � �G�'{Iw!!✓ro /rl,alYF9Pi b)d,e[.,uu B„ard fH n F d mtth dr f gotm - wsamy rorthe Q> c O uj EXISTING STRUCTURES/OBJECTS/UTILITIES If TAX MOPR#ROW6 D� 16E� tr aas„nanle nee ore I d dehtm granted m i,ummn..u;mces QLu D NOT VERIFIED BY SURVEY OR P�9�/ # y O -' w FIELD DOCUMENTATION: m n—Id ancnnto U,e.vpcm6c wreorsamy hardatip t vua by the rAwl Roma of � w x lu amameaHheeta,mw U) S r PROPOSED STRUCTURES/OBJECTS/ / ,;l� z UTILITIES: BE IT AU /i U RTT3BR, O g � PROPERTY LINE: -- -- ul G ) i n� S2LSOLVLU th tth 1 iQ bwy Lot lB N f HR,,1fhl by pl routs Rohcrt z PROPOSED MAJOR CONTOUR LINES: 100 i� �fIPR� r{ "Y aed S—M W eppf f f U111 Ins g DI sod Il oeale aiceel, PROPOSED MINOR CONTOUR LINES: ———————99——————— MEAD REVOCABLE TRUST,RCHARD r �; ¢ � / r �;IyI �)Yj40', fleidnindy fect(90)from LIk C lg t d fl-, l I. I d df l(I0U)setbazk TAX MAP#226.-12-1-54 L�)/,"% " (RGREENHOUSE,JEFFREYA avd seven n feet(IT)elm lhehuvse[ow,da dflb eeu,,dtweuty foet(W)setbeekFRI EXISTING MAJOR CONTOUR LINES: 100 w property locatod of 3�1 Cioverdalo Aoad,Qoeensbory avd h ing]'ex Map No.'16-1"4. ----- � EXISTING MINOR CONTOUR LINES: —— —99 —— 1 / ,f>�p TAX MAP#226 12 1 63 w TREE LINE: SHORELINE/STREAM: fJ 1 �/' A dM(d�/� "7 , Duly adoptad(hn 3"t daYoflova,10026Y0 fll gvote: SWALE: i� U ,�®a if4lfa AYHS M,9oor Nr Lumc,Mr,Brewu',Mx.Brower FENCES:CHAIN LINK,WOODEN: X X 11 11 -NOES Nane SYMBOLS/ABBREVIATIONS: ASSENT St. " tl r POTABLE WATER PW MATiSON,MARY rt' �% �)( v fCobnH.Settle,ry Town Cl,,k I of me Town or bn W—Coup new FIRE LINE FI RE TAX MAP#226.-12-1-53 �i York don by fy m t i ha,wmpmed me foresoins�the o gilll"I'till'1 hated aW,,,duptd Rg,,--mgofthe T.—Boanl Ofthc ioxm of Queensbury held on the 3'° GRAVITY SANITARY SEWER SA—G ��/ day often zatz I h haqunmm was preaem and dml me am,e ianwrrwt o-anaca tmcrclmm COVER I // r STEINHART,LARRY ��ll p PRESSURE SANITARY SEWER SA—FM ,� �f r o! anI NYTI 61c on®�ummorto dates (' �1i/ r TAX MAP#226.12164 �+ i/� ' IN\`dPNESSTHEREOF,Ibave hereto setmyhand and the SEAL of stud l'ownofQucerubury, STORM SEWER ST r Y / %/'/fDllNl'6� r" �. ��°�I �i� Ihs a"Ray ofmne,zooz. GAS LINE GAS � � SHEET:1 OF6 POND INDICATOR: J ��/ /e'v 1 %� � 6HAE 01aNY1D_ PLOTTED'. 09/23/24 12 00 PM TEST HOLE: TP# / C hL,plyI ,C1,w PERCOLATION TEST: PT# TI—efown Clerks rr,0�^ REACH INDICATOR: 1R T'own oFQooetrsbury r NOTE# � .�U.HO(� NOTE:G-1 NOTE REFERENCE TAG: N C1 SEE DRAWING ® SITE SETTING PLAN Q ,. #FOR NOTE RECORD DOCUMENT r scALE:1=60' THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION DETAIL REFERENCE TAG: 1 DETAIL# COLLECTED BY RU HOLMES Engineers,PLLC DURING LIMITED �y'cU N0.062926 y D1 SEE DRAWING#FOR DETAIL CONSTRUCTION OBSERVATIONS AS WELL AS INFORMATION p'POPF9fil, PROVIDED BY THE CONTRACTOR AND/OR OWNER.INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED BY RU HOLMES ROBERT U.HOLMES,II �FAI CTION CUT DIRECTION Engineers,PLLC FOR ACCURACY AND/OR COMPLETENESS. I' """"'m " m I' P.E.#082026 SECTION REFERENCE TAG: IllllmE Iloiu�mw° to„„..' .� Illlllm..,�l „�I to„,, d Ilo �uW. COPo var.acre 2023EE DRAWING# ull YRIGFT O SECTION LETTER g / I�mi I�mi P ( omwcoeiES COP RIGHT R) 2023 arsHULee FOR SECTION coN ExcEeT er A ucENSEO E__R is uNu_L ENT � o LL O 9 a - No F � GENERAL NOTES. 1 €_ �w w „i,, 0 Z Z o 0 rrr r Ys., f v/-P�.r r //JGi j �� f EXISTING DISTRIBUTION BOX I� ar,. rrr /ii v,r ., „ ,t G-1)SURVEY INFORMATION BASED ON SURVEY MADE FOR ROBERT C.AND SUSAN MORRIS —Q w Q �1, r ,�/,/ ,r,�//G/r e„ r% / o,, 'i, l�/ ,,,,,, H /,//0 / /i /% ", /' ENTITLED, MAP OF LANDS PROPOSED TO BE CONVEYED BY D.J.MORRISSEY TO ROBERT C.& Q CCw CC FNa i '%/rJ(', i//�� r ,�Iil� �(TO BE REPLACED) ) rIRON ROD FOUNDi QIQ SUSAN MORRIS,ON 4-2-90. Po ,/,`.I r / r ,% rr ,r'j / /%'. � l�i, /,�/,,, ,,,: �/i, , r,d/l./��rI,JJJJ111///IJJJJGDI///% f/i..D „- ,/O. , /O„ „r �... / rll'r / � � ,.,' w w r o u ;-., IRON ROD SET p,r, ,r a/HJ E , .. „/Or- /� r %� ,fN„gIYc , iii :/, _ w z G 2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION,CONTACT DIG > SAFELY NEW YORK(1-B00-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS, Z -�� z 1 rv� ., ,. �I ( �./, r .:/„ LINES ;. ,✓ r%,.., ,,, +r„�, •.,,,,, J. � LOCATION AND ELEVATION PRIOR TO INITIATING CONSTRUCTION CONFLICTS OR�., � � O'W W H w o r/n.„ „ / f r%„ l/," r� l: /,�1� /1G wr /,rr ,✓ , ., ,r r .f, /y, / / rJ //%STING l/ rENGINEER , ,. � ,- r 'r��r/ I /� ,I ! �?..,. „+ ✓///�� /r � ;,r` DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR NOTIFY — �: l �/ r,, r o. 'n rr/ r , 1/1u EXISTING LEACHING ,..... r... -%///%/%/.��/ r :.> ,,, -i ,,,,,,,,,,,�/�,�// // ri „ ,/, ,p, ,,, ENGIN EER IMMEDIATE LY IF SITE CON DITIONS ARE NOT AS INDICATE D. Q Q r r,r ,„ / 1,, � C7 SYSTEM Q �o 1- r/ r//r/rill r rrr / _ _ G3 EXISTING STRUCTURES TO BE TAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE o w SITE FOR DISPOSAL ATA PERMITTED FACILITY OR ABANDONED IN PLACE AND FILLED WITH /l/ Jai rO r 1)` II ,c.,ltd ��✓/�� , /. � .,,r„ ., ry ��... ;... a -� „r ar ; INERT MATERIAL AS WARRANTED PRACTICAL AND/OR AS ORDERED BY OWNER. a m�m� �n moo G-4 ALL SOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO Z rn U rn U TO SEPTICTANK, , ✓, /� ,-- +, -... ,,,, I_, //� .,,,,. �� / r J (l r / l ��,r. U' �. w ZZ ZZ THE WASTEWATER SYSTEM,CONTACT ENGINEER FOR GUIDANCE AS REQUIRED. — / ,,, ,, ,,, ,,, / ai-.� ,,,!,; , ; ,,,/ /r / , ,ii-, , �rl , �nQ wcc wcc �F� 1500 GAL SEPTIC TANK(INSTALLED ,r jr /r /�T, / � r�, i l:��< (!fir rrI ,�� ,� r////�, � . �� / 6 10 2024 irl/ /r r / � �-:a P#240610-01H aT�, l l /�l % i„ Hv, ' '/ ,<% -o Il '�' / �,�f„� ❑o Z u'Z 0 m z �,, �rPuz4o61oozi .,, �:j . r � o z Z �o=Pruz4o610-01 /, � ,,, % (� �i„�,.. ,,,,, r,, 1t r,1,..- � � �� o o �j ! , :P„a„ „% /7,<. ,�„, /�. /�/�/� � � 0 0 / / „✓ 'yi.:;,/1/ �/„/% �,,,.,.,.. Gr„ ,,., //�, ri,:. /H (, r, l ;I O O O O 6�± 0 o o ti ti ii /f / /, �,-,i / /, ii ! /,/ /ii, gl / �,//,ri�l.,,,✓%r r„./.,./,/,.,.„,„.,..E... ,r. � � ,�,,i, ,." ////,/:/::'�,. ...:,„, I ,I .+f„,: If�..,::..i,/,,,,r w,, ,. „ :.,,.. �%(Ccr 2./��rr�lfr,j//,i J,,/r./�, .,� ,.,2 dr,n,;r;r r.,r., !/�//ir.rr.;/.„.//L o�//��r�%J/l rfl/�.,� 2002 and 2024 Site Investigations H rn z o oiCcn H F F: 'EXISTING BOATHOUSE ,/1//, ✓„„/,,,,rro„ ,,„��r o,,,/ymr!Y i. ,lr,, ,. ,o,..../i/„/,//,,,,//r,///.,D it�,..,e �/�I^ //r,,r/l D(�,m�/..„.f.ri�/.//,/,l„,�9//r�,,/r%/,r,,,�/.,�✓-.r�.L.r. /�, /r a uH _, 1/l,,/�r.�,/r il✓,,..,.,.,,,,,_�.✓ri/rr/:�,,///r��I„/�f�„It�e�/1�%r witnessed/performed RU Holmes Engineers, PLLC�Crandall Excavating w -zH-Z z- z—a aw aw F— z TEST PITS ,00€a z Z — .. C'3 C'3❑ ❑ ❑ 030 TPNUMBER DEPTH SOIL DESCRIPTION .n � � // . ❑Q Q Q > > _l ,/.. , � ,/r//,i .. ,, rr (�,.//r.� 1� ,, TP020321 01 0-6_ Sandy,organic,topsoil 7 4BEDROOM:. , ,ly, , � I„ %�/� ////l. ,r. , �/L.o UwU w 3/i /,,,�,, �ir mo mama o ii , ( /.. i ,,,,,, � r � 6-48 Fine to course sand with silt U o0 ,,,, r �.�// rrri l• �/r� O rn0 o rn o� /,,./ / rn ati �, , _, rlfll/�. 48 Firm silt sand �, / Nul �/ No evidence of bedrock or groundwater oti� TP020321 02 I'llTopsoil w _�. 00 3 12_ Sand loam ('ti „ o 12 Existing Leaching System o oar 48" Firm silty sand Hz�Z �o No evidence of bedrock or groundwater N N N N N o_ /ar r /r��%„ ✓ ilrtofiailr ' 1, ,;;�ti7r r ,/% /i i r l � �,.�� TP240610 01 I'llSimilar to conditions found in TP 020321 1&2 0„ „ o 0 0 0 0 ❑ o 0 48 Fnm silt sand No evidence of bedrock or groundwater R.R. r :..; /r/��r H r /'% ,� e� rwoomnmib !�': % ii, rii /(G �ri 'Pr. �r///.,. _ ,<�,9,m.,r r,,, r ,,,,, ,rJH„ ��rr,,,� �.. ,, TP240610 02 72 Excavated to 6± no evidence of bedrock or groundwater SPIKE SET % /// ..3 �E,faY.�//4jF/Jl//, .,,,r r 9,. Ji//,: B O � lye h. ,)Pr A!21�VIyu!' I i r r , z IRON Roo FourvD: �,� b ,✓ �r% !'�� i��/'r�`r r ��:' �r,, �� r � r �/ii%l� r PERCOLATION TESTS /,�r� y,rr'/,r; '-•p � ,i/ ,,, ,-/�� , /� l/; €; %=;,i, / � �%l�� fiE�' PERCTEST# DEPTH SOIL DESCRIPTION ¢ //�//i;.: f�I� f = l} ! Gil s�r1�i/��''•�� /i r _,� �,., ,,l! .. m mm , ii PT240610-01 48 Stabilized Percolation Rate.30-45 min/inch Zw F- m Z W w IY�,41 J,/„!/Hr„//r i r ,r� .//y ,„0r irf crr3�r:'i.,/.f✓//rr,d�',/,, r//ii/n i„o,r/r ,r r/�.G%�r��l/i��/r/r r(F„f 0.,./r,,r.r�ri,H,/r.,-�r/ lG./�/,�,/rir//,1 lr, l/,�,i;:,r r��.,,�,r,,.�,.r r/r%,i/-f E AY,lr...,:"�v,r,r,,,,.,/e,�y/r./r�///�/lri,��/%�%,�%a/�„/%I/lri,��,.rrir//rr,t-r.r/riA1,1 rH/i'r�,Ey,e!�1o1 ii,//i,,/fn,�rw�.✓.:,U.v„,,r,o,„,,,,,,,,,., :,,,,E„„/�%%%��,,..r,„,l.m.-,,%//r//p,ti,i�..o/r//rr�l. 0 �❑03 > QLU /q r Q0> LU r rr, rncr�~ _ � � � w 1, l ,/•' ,..,/ ,//. � i�i/, r�/JJ ��i i,.� / i�/// ...., G ., (b��%�/l� f W CO I!! � �cf) ;;�; ,,,,,,, w K3 NEIGHBORS ,,, r. II ,//%% „p,:.� ,,,/✓l / r n i r,:,.,,. / r � � � / / ,�, U w r Gil , r / / / r r / c r✓ w Q 1„ i�- LLJ F- / �r r , i' cn ,n z Z 0 1 r/ G N ❑ EXISTING CONDITIONS GRAPHIC SCALE 20� 0 10, 20' 40' EXISTING 2 SCALE:SEE GRAPHICSCALE CONDITIONS (IN FEET) EX1 SHEET:2 OF 6 PLOTTED'. 09/23/2412'.00 PIV O PLt. YO Hp��,tyrr 1 r2 0'yc NO.002026 Gp'pOFE531Up�p ROBERT J.HOLMES,II .R.,,, h loo i R.D E io�..d Ioo��.„; L.ME .� III" P.E.IG 082 2 COPYRIGHT© 2023 GENERAL WASTEWATER NOTES G-1 CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(S),ETC.SHALL BE IN CONFORMANCE WITH 0 0 TOWN STANDARDS,AS WELLAS DETAILS/SPECS ON < < APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNTY/ :D THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHTTO ENGINEERS ATTENTION PRIORTO CONSTRUCTION. 'P. < G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN GARBAGE GRINDERS,OR SPAS/HOTTUBS ARE TO BE CONNECTEDTOTHE WASTEWATER DISPOSALSYSTEM. < PP. �q 0 < 0 < < Wastevater Design Information: Design Basis 0 2� 0,0 TownNillage/City of: Town of Queensbury < 0 0 County I State: INYS Dept of Fealth and Lake George Park Commission(LGPC) - E E C2 0 ID 0 WaterSuipply �R-26 6�ake Source 0 0 8-, 4'BEND E -0 All adjoining neiglbors utilize Lake George fordomestic Water supply(perowner) 0,0 D 0 3DR 26 INote:INew On-site Wells to have min 50'grouted casing BEND f; 0 0 PROPOSED DISTRIBUTION BOX DI Wastewater Flow 1500 GAL.SEPTIC :5 o�-o 4 bedrooms x 110 gpd/bedroom(post 1994 water saver fixtures required) (INSTALLED 6/10/� 0 "o. 4"0 PVC SID R 26 440 gioddesiginflow 1, 0 0 Q 1:1 0 �F 0 0 111%,J000I&I, Primary Treatment 0 vl,� 0 Existing Septic Tank Capacity 1000 gal tank LO < Aff, �A/" Required Septic Tank Capacity: 1500 gal tank require( 4 bedroom residence 15 0 > g with garbage girinder 4 --o ON01111111, Provided: 1500 gal dual compartment precast concrete 1-1 M tank 2 (NSF approved residential effluent filter) p� M "M Secondary Treatment 'o op Leaching Device: Elien GSF B43 Leach Field c� c� EIjen B43 GSF Units utilize INSF 40 Class I Compliant ETU Technology W 0/1 Existing Shallow Soil Percolation Rate: To be confirmed AA Existing Lower(>48")Soil Percolation Rate: 30:t-45:t minutes/inch 1/f Leaching System Sizing: U "System Fill"Percolation Rate= 5-7 minlinch (Ellen Manual) 440 gpd- 1.00 gpdlsf 440.0 sfmin Z P 6 ft.equiv.width 73.3 ft.(Length reqd) 440.0 sf min 41001S 73.3 ff 4 Laterals M3 ft.lLateral(min) 4 laterals @ 20'long+12"Eljen sand each end provided V) Z 4 BEDROOM 0) Effluent Dosino/Distribution LLJ (D 1F HOUSE Gravity Distribution from Septic Tank via Distribution box Lu �M� (D 0 C)0 < EE < LU LU 0 :5 EE>: LU CC M 0 CE U-1 CE LO 55 CQ Z 06 Z 0 > LU M/ LU UJ <LLJ D U) 0 Z Z R-11 WASTEWATER PLAN )PE %VW1 -K SHEET 3 OF 6 01, PLOTTED 09/23/241200PN/ 01 GRAPHIC SCALE WASTEWATER PLAN 10, 0 5' 10, 20' SCALE:SEE GRAPHIC SCALE WSMRWWIm� (IN FEET) ROBERT J.HOLMES,11 PE.#082026 COPIRIGHT� 2023 RE RDE)OCLI'ME C.-D—D T— T2LD=L.`ENT E.CEIT LICE—D E—NEM I�IN—FIL o� Nd Q Q m�z W WATERTIGHT JOINTS(TYP.) ¢¢¢ €LN (SILICONE CAULK,BUTYL,ICE AND 0 �q WATER SHIELD,OR"FLEX SEAL", ETC.) s_ o IN HIGH GROUNDWATER AREAS, PROVIDE WATERTIGHT MANHOLE FRAME&COVERz 3❑3 m BACKUP PRIMARY SEALANT WITH SOIL/ FOR EACH COMPARTMENT OF A SEPTIC TANK(CONCRETE n�0 ; a~ ¢O BENTONITE MIXTURE ALL AROUND JOINT FINISHED GRADE OR HDPE AS APPROPRIATE AND AS ORDERED BY OWNER); U ❑ � € GRADE TO DRAIN AWAY FROM COVER(TYP.) 0a Q�=�ww z z �°o m RISER AS REQ'D(TYP.) z� �m� €oQ �2'0"� �2'0" �Jzzzz go d0 d0 �g 12"(MIN.) z w w w EXISTING GRAVITYSEWER —73" ---- EFFLUENT PIPE;INSTALL �O 00 00 AS SHOWN ON PLAN w Uw my 3 3 INLET — --- z��zQ�� n ° OUTLET WATERTIGHT ELASTIC GASKET; w=z==U=a=a z € SANITARY TEE;SIZE — KOR-N-SEAL OR APPROVED EQUIVALENT(TYP.FOR ��O,¢a~❑~❑ °3.o TO MATCH EXISTING 16" MIN.6" 14"OR 18' EACH PENETRATION) °SEWER LINE SEE MIN.(SEE �w�w ww Oz Oz n o oz Oz NOTE 1) NOTE 1) NSF APPROVED EFFLUENT FILTER 1_❑_��>�> ❑ OU wU:o:5:5 N NATIVE BACKFILL o ("POLYLOK PL-122",OR U0�O mo ma ma o THOROUGHLY COMPACTED EQUIVALENT)(RESIDENTIAL) MIN.4"WITH A� � MIN.AREA OF 50 SQ IN F¢N PRECAST DUAL COMPARTMENT NSF APPROVED EFFLUENT FILTER a a a a a a w a o SEPTIC TANK OR EQUIVALENT SIZED FOR MIN.????GAL./DAY(COMMERCIAL) c BAFFLE(OPTIONAL) 12"(MIN.) o1 6"(MIN.) N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A 0 0)I o PROVIDE EXTENDED BASE FOR . . . �0 p N ¢ iY Y rY iY Y �Y rY r Y r' �r Y �iY iY Y �iY r Y EQUIVALENT,ANTI O R I AS REQUIRED O o 0 0 0 0 ❑ CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL 0 NOTES: z ® 1) SEPTICTANKS SHALL MEET NYSDOH REQUIREMENTS 1 1500 GAL. SEPTIC TANK DETAIL 2) 1ST COMPARTMENT SHALL HAVE MIN 60-75%OF TOTAL TANK VOLUME w 3) 2 TANKS IN SERIES MAY BE SUBSTITUTED FOR DUAL COMPARTMENT TANK,AS w SCALE:N.T.S. 1 APPROVED BY ENGINEER 4) JOINTS BELOW SEASONAL HIGH GROUNDWATER LEVEL SHALL BE TESTED Fr Lu WATERTIGHT BEFORE BACKFILL 0 y v v 5) HDPE TANKS MAT BE SUBSTITUTED FOR CONCRETE WITH ENGINEERS APPROVAL O o O 6 IF 11500 GAL.TANK IS PROVIDED,IT SHALL BE DUAL COMPARTMENT Q w . w CE Q o z mLl LU m Ocr >> n CE LLu m ,;;': Z -6< z . > 0 Z�: w w =w � �0� w � 0)Q O TANKS/STRUCTURES KOR-N-SEAL,OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. o T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR TANKS AND RISERS TO BE TESTED WATER TIGHT BY METHOD APPROVED BY z TREATED LUMBER MARKER EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. ENGINEER(ENGINEER TO WITNESS). _ ABOVE ALL DcovERs; DESIGNS FOR H-20 TRAFFIC LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY ¢ SET LEVEL W/GRADE T-6)CONTRACTOR TO INSTALL TANKS/STRUCTURES TO(RELATIVE)ELEVATIONS INFILTRATOR WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. SHOWN;DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. w 10"- 7�7��77 �7�\jV�j��i PRovIDEADJusrABLE LEVELINGT-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY DEVICE ON EACH OUTLET T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER CONSTRUCTION(DESIGNED FOR(H-20)WHEEL LOADING). INLETS � OUTLETS DESIGNED FOR THE FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS 0 T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET WASTEWATER 4"PVC GRAVITY SEWER FORT MILLER BOX @0.5%MIN.SLOPE INSTALLATION OF PERMANENT MARKER(S)OVER BURIED COVER(S),AND OF THE DOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OR EQUIVALENT MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) OVER FILTER FOR MAINTENANCE ACCESS,AND PERMANENT MARKERS SHALL DRAWINGS(SEE GENERAL NOTES). BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE �D 12"MIN.OF CLEAN SAND DIRECTED BY OWNER. OR PEA GRAVEL FOUNDATION T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL 2 DISTRIBUTION BOX BE ANCHORED AGAINST POSSIBLE FLOATION USING HEAVY DUTY TANKS WITH SHEET:4OF6 D 1 SCALE:N.T.S. 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD APPROVED PLOTTED 09/23/24�200Pv BY ENGINEER. °e,r�Fnwra U.H0� .p T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL PENETRATIONS SHALL BE ? NO.082026 �G.?Ovrsu\p�'P,v ROBERT U.HOLMES,II i .� ill'llllllm�.,,, h loo o��..,,d .� ill'llllllm�..��wi .� � �oo.„; .,�. �. .� .� .� III" P.E. 0820262 COPYRI2 GHT© 023 o� LEACHING SYSTEM INSTALLATION: N d L1. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F461,NYSDOH,NYSDEC,AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. U U �a L2. ALLTREES SHALL BE CUTAT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED ONLY IF Q Q REQUIRED FOR SITE PREPARATION. REMOVE ALL OTHER VEGETATION WITHIN FOOTPRINT OF LEACHING SYSTEM. Q Q 'zo CONTRACTORTO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. WL3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF EXISTING GRADE HQ boa. z AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. 3U 3 Fq L4. FILL MATERIAL, IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR SILTY SAND Z �a �s3 MEETING UNIFIED SOIL CLASSIFICATIONS"SM","SP",OR"SW")DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,& o NON-SOIL COMPONENTS(DEBRIS,ETC.). PERCOLATION RATE(S)OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN g 3❑3 m� DETAILS. PERCOLATION RATE(S)TO BE VERIFIED PRIOR TO INSALLATION OF LEACHING DEVICE, BY A QUALIFIED � INSTALL ED EN LEACHING SYSTEM AS SHALLOW AS POSSIBLE/PRACTICAL O Q O INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER),OR AS APPROVED BY ENGINEER. PERC a '1❑'1 "o TESTS SHALL BE CON DUCTED IN BORROW PIT PRIOR TO HAU L,AN D WITHIN FILL COM PACED IN PLACE AT SITE;SUBMIT 0 G= G= GEOTEXTILE FABRIC AROUND THE TOP WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. 1 Z7Z EE NATIVE BACKFILL Z3 C2 mH °z(OVER F TLEN"BUTTON PIPE) w rn0 rn0 " SIDES OF"E LJEN"LATERAL,TYP. L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO THE LIMITS C7�ZZ Z Z €oy AND DEPTHS DEPICTED ON THE PLANSAND DETAILS. wZ wH wH �z6 ❑0 LEACHING LATERAL 2 B' L6. PERCOLATION TESTS SHALLALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE IN LEACHING CyZ CyZ ��z ELJEN GSF B43 D1 O.C.(TYP.) EDEN SAND(CONCRETE SAND; SYSTEM FOLLOWING COMPACTION. PERCOLATION TESTIS)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE Z ww y0_0 F,z° SEE SPECIFICATIONS) EXISTING GRADE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONALTESTS EVERY 1000 O_ ern 00 00 � a SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED wHw>❑ZH ZH w Uw nw 3 3 AND REPLACED WITH COMPLIANT SOIL. =Z=C7❑O~O~ P H(n CC(n Z❑H�H� Fz H CC CC n °Z —Q L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON THE SOIL � � � � � � � � � � WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE g=Z=U��a�a ZO =�� 0❑0❑ °-o WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION,AND WHERE FILL Uw Uw w� > �°� 111 MATERIAL EQUIPMENT;TRACKED EQUIPMENT EARTHE EDIRECDGE TLY ONF THE L12"MINIMEACHING UM OF FA AND ILLSMATERIAHED IN LAAND NOT ON OQ CE AHEAD OF Ow�Oz�� moo NATIVE SOIL. CCI❑I�rn�>�� ❑ �E OU w0 2 �o—0 w N LB. INSTALL LEACHING SYSTEM COMPONENTS,INCLUDING CHAMBER UNITS WHERE APPLICABLE,PER MANUFACTURERS w0 70�w�a sa 7 1' RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S) USING A LEVEL,TRANSIT,OR LASER. L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: a a a a a a F • L FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. w z G= z00 SYSTEM SAND:WELL GRADED SAND WITH AN •ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED 3 MIN. IN PLACE PERC RATE OF 5-7 MIN/INCH ONLY IF REQUIRED FOR SITE PREPARATION. oo� NO GROUND WATER •REMOVE TOPSOIL ONLY IF SUBGRADE OF NEW SYSTEM IS BELOW EXISTING GRADE;IF TOPSOIL IS REMOVED, on AND BEDROCK STOCKPILE FOR RE-PLACEMENT ON THE FINISHED SYSTEM. a a a a a zz� c w •EXCAVATE TO DESIGNED SUBGRADE(IF NECESSARY);EXAMINE SUBGRADE FOR POOR(SLOWLY PERMEABLE)SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC.REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY o 0 0 0 0 ❑ oho PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY ENGINEER. L1-L10 LEACHING SYSTEM NATIVE SOIL • SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED PREPARATION NOTES WW2 GRANULAR FILL.ALSO, RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE, O INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOTTRAFFIC. 0 •PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED,TO ® � LEACHING SYSTEM SECTION REQUIRED ELEVATION. z 1/2"=1' •PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIALTO CONFIRM DESIGN RATE. •INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. Q •BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL BE TAKEN TO Z COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO w DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE SOILS. co Z •CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM OR SILTY Lu LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF L M N PRECIPITATION). 0 Or o O • SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. Q LU i�: w cl:Q 0 Z ) PP,' f, „ CO W CC .....4) ., ro "EUEN"DESIGN&INSTALLATION NOTES FROM"EUEN CORPORATION' 0 CE >m ;,..... 1)THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT"ELJEN" NEW YORK DESIGN AND o6 F-> 0 U) z INSTALLATION MANUAL. Z> ^LU w = Lu 2)THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL OR WATER SOFTENER. <E � m6 w 4"PVC;DISTRIBUTOR PIPE 3)ORGANIC MATERIALTHAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS. D > 4"PVC;END CAP(TYP.) FINISHED GRADE 4)SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT,AND FILL SOIL MUST BE SCARIFIED TO PROVIDE DEEP OBSERVATION PORT GEO-TEXTILE D-BOX CHANNELS FOR THE SAND. A PLOWED INTERFACE ON CONTOUR IS RECOMMENDED TO PREPARE THE SOIL FOR FILL E LJEN LATERAL PLACEMENT. 0 Z0 U 5)FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS AND DESIGN PLANS. ALL FILL z MATERIAL SHALL BE CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND"DREDGING"DIRECTLY BENEATH THE GSF = 4"NON-PERFORATED PIPE 0%SLOPE(TYP.) 0%SLOPE SLOPE PER SYSTEM. Q ABOVE CONCRETE SAND ~DRAWING C2 ASTM C33 SPECIFIED SAND ING A#100 SIEVE D LESS THAN 5% SING A#200 EVE SHALL 4"PERFORATED PIPE o ..-t 6)BE PLACED BE OW AND AROUIND THE GSF MODULES,SWITH 6 INCHES MINIMUM UNDERNEATH SAND 6 INCHES IMINIMUM w BELOW CONCRETE SAND _ _ SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS. IN BED SYSTEMS, USE 6 INCHES MINIMUM Flill PERMEABLE GEOTEXTILE WRAPPED UNDERNEATH THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM AROUND OF AROUND PERFORATED PIPE 1'-0" NOTE.E-6 THE PERIMETER OF THE MODULES. CONCRETE SAND ELJEN LATERAL 4"TOR-PERFORATED 7)USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR 35 (TYP) DISTRIBUTION A PIPE UNITUNIIT(TYP)DEL3 PIPE FROM D-BOX ® WASTEWATER OR EQUIVALENT TO THE TOP OF EACH GSF MODULES. B)ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC DESIGN 2 AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES. FABRIC SHOULD BE NEITHER TOO LOOSE, ® ELJEN PROFILE DETAIL NORTOOTIGHT.THE CORRECTTENSION OF THE COVER FABRIC IS SETBY: WD SCALE:N.T.S. • SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH �D THE COVER FABRIC TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. • PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORMA MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT THIS STEP MOVING DOWN THE PIPE. SHEET:5 OF 6 9)BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A PLOTTED. 09/23/241200 PIV MINIMUM DEPTH OF S INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4 INCHES TO 6 INCHES OF CLEAN LOAM. o .._ ra 10)FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUN OFF AWAY FROM THE SYSTEM. .�,W.�U.HO( � 11)FOR PUMPED SYSTEMS,PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR BAFFLE. 12)ANY SYSTEM WHICH IS MORE THAN 16 INCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED. 13)DO NOT DRIVE EQUIPMENT WHEELS OVER GSF MODULES.DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER �y'c NO.062026 AREA IS PROHIBITED.FOR SHALLOW INSTALLATIONS,LIGHT-WEIGHTTRACK-MOUNTED MACHINES ARE BEST FOR SETTING Uaa4PH66`O�.P�' THEFINALGRADE.IT IS ALSO PERMISSIBLE TO BACK-BLADE THE SOIL TO SET FINAL MINIMUM COVER.PERIMETER �II �II BARRIERS,BOULDERS,LANDSCAPE TIMBERS,SHRUBS,ETC.ARE ALSO RECOMMENDED TO LOCATE THE SHALLOW BEDS, ROBERT U.HOLMES,II IY�� """J II,••,R ""'IIljjll „••,R a„•• ••• ""' 14)THEREBY KEEPING VEHICLES OFF THE SYSTEM. P.E.#082026 IIIIIV 15)SEEDING AND STABILIZING THE SOILCOVER IS REQUIREDTO PROTECTTHE SYSTEM FROM SOIL EROSION. COPYRIGHT© 2023 EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SANDBAGS LAID oo= END TO END,PERPENDICULAR TO DIRECTION OF FLOW STEEL OR 2"x2" EROSION&SEDIMENT CONTROL: aNd 1 CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING La€ HARDWOOD POSTS WOVEN WIRE FENCE ESC-1)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND w w PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS U U MHz (MIN.14 GAUGE W/ DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND Z Z FLpW 24"(MAX.)TYP. MAX.6"MESH SPACING) SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL Qw Q 2)EROSION&SEDIM ENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. `� CCw CC ozo ON REINFORCED SILT FENCE OF THE PERMITTING AUTHORITY. Q=Q tiSo:�% .f 3)NYSDEC TRAINEDPERSON NEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN � LOG/REPORT BOOK. � �i�l`�%`��\✓ \ TYPICAL ESC-2)FROM DAY OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE TIE POINTS CONTROLLEDTO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE �� Fn. z HARD SURFACE PO CA STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" �O So" (NEWYORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUEBOOK"CAN BE FOUND AT: ,.,�- U' wow _d http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE (NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY Z �w o FENfav CE TO POSTS& <Z< o.� If10'MAXIMUM OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS Q APPROVED. a OU O n 1.)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MAN UAL AND NYS EROSION&SE DI M E NT CONTROL G U I DLI N ES("BLU E BOOK");LATEST EDITION ESC-4 FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES O �O� � L COMPOST 2"X2"WOODEN STAKES ) Ell PLACED AT 10'O.C. SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE p2�p�� „ 2.)TEMPORARY FUEL TAN KS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL T0100%OF TANK CONTENTS; FILTERSOCK STEEL OR AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. MAX.SPACING ZZ ZZ AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED HARDWOOD POST 0 €o N ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: w w w V-4" ESC-5A)WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO 0Z C, �8" WOVEN WIRE FENCE LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE Z w w0 w0 L=9 SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE O 00 00 1' 1'-8" FLOW 1'-S" <—FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY w Uw MIN. S" INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS =Z=(g=O—O— ��P EXISTING �� y < INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH ��Z�� F CONTOURS `�`�` "ii AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. w� _�w�w� +MBUT � � GEOTEXTILE FABRIC =Z= =�a�a 0z�q"(MIN.) ESC-5B)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, Uw�ww030 DRAIN ROCK T BALESTOGETHER, V-4" WITH COM PACTED BACKFILL V-4" TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED O(g�(g p(g pQ pQ °ao (IF REQUIRED) ❑Z 0Z wZ w w I.E.:NO GAP ,L WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION ❑Q wQ Q Q Q moo GEOTEXTILE FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL CC=❑_�_�O�O ❑ "'' GEOTEXTILE FABRIC WRAPPED ` O� lO i ,y& $ STANDARDS,NEW YORK STANDARDSAND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE OU�0�U�� NON O U0 0 m0 ma ma AROUND HAY BALES,AS SHOWN ABOVE ■ �C i �� ■ NOTES: LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). �Z�Z=Z-Q Q 2"x 2"HARDWOOD STAKES OR RE-BARS — — ESC-5C)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO �? DRIVEN FLUSH WITH BALE;2 STAKES _ ■ 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED — — SEMI-PERMANENT BASIS(1 YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND a a a a a a w ?° ■ MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN CC ■ ■ 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. 2"X2"WOODEN ■ COMPOST FILTER 4"MIN. STAKES PLACED SOCK PER _ m 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST ) S"MIN.(TYP.) 10,O.C. NYSSSESC VERSION OF THE NYSSSESC. ESC-6 ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/011 SEDIMENTATION IS EVIDENT,INCLUDING oo L. IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL °n OVERLAP FABRIC NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT a a z'o� @STAKE 4)INSPECTAND REPAIR FENCE AFTER EACH STORM EVENTAND REMOVE SEDIMENTAS AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. a a Qo NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. N BEDDING DETAIL 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT o 0 0 0 0 ❑ o�8 NOTES: EXTENDED S FEET U P SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE CONTROL SYSTEMS;CONTRACTOR TO DETERM INE"BEST MANAGEMENT PRACTICE(S)"AN D SU BM IT TO OWNER/ SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ENGINEER FOR APPROVAL. 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 2.)DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPTTHAT S"DIAMETER SOCKS MAY BE USED FOR 6)DETAIL SHOWN IS EQUIVALENT TO A"REINFORCED"SILT FENCE.REFERENCES MADE TO O DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN.25 ACRES. "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. EARTHWORK&TURF ESTABLISHMENT: > ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. 3.)COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2"X 2"WOODEN STAKES DRIVEN 12"INTO THE THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO z SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. SILT FENCE BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA 4.)THE MAXIMUM SLOPE LENGTH ABOVE FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF I2".APPLICATION OF TOPSOILTOA DEPTH OF 6".VEGETATE AS REQUIRED PER STRAW BALE DIKE LIMITS LANDSCAPING PLAN,IF APP LICABLE,OR AT THE DIRECTION OF OWNER. w �y Z DAME ER s�oPei ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTU RBE D AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (IN.) z s 10 zo zs 33 so (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCAL SOIL z U CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. W W a zzs* zoo 10o so zo - - W Y N 12 250 zzs 125 65 50 40 25 D- O/ W ET-3 CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE O ❑ FLpW 24 2]5 zso 150 70 55 45 30 ) O A 2�) GT, POSSIBLE,ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE DE OWNER.ZONES OF MAJOR TREES AND < Lur c ',q=`�U 24 350 2]5 200 130 100 60 35 B 4'MIN. 32 450 325 275 150 120 ]5 so CONSTRUCTION ENTRANCE SPECIFICATIONS AROU ND OTHER FEATURES,AS PRACTICALAND AS DIRECTED BYOWNER. �z JW w FLOW 1 �� *LENGTH IN FEET CS-1)AGGREGATE ET-4)NO CLEARING OR GRUBBING BEYONDTHE CLEARING LIMITS LABELED SHALLOCCUR UNLESSAPPROVED IN W ) ( ) ADVANCE BY ENGINEER AND PERMITTING AUTHORITY IES. m W r �✓i COMPOST p p A STONE SIZE USE#3 OR#4 1"-4" STONE OR RUBBLE. ( ) > �4'MIN. 4L� i�``�✓ LIGHT RIP RAP(TYP.) COMPOST FILTER SOCK ) Q Ef > "n B THICKNESS:NOT LESS THAN 6". W LO Lu ,,,,,, Z o - Y NON-WOVEN GEOTEXTILE FABRIC o6 CS-2)LENGTH: >Q 0 W O A)TYPICAL COMM ERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOM MEN DED 50'MIN. Z> �LJJ uj DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. Q W D 09 ORIGINAL GRADE CRUSHED STONE AND LIGHT DITCH STABILIZATION GUIDELINES U O NOTES: RIP RAP 30'-50' CS-3)WIDTH. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL �Q> (,1 (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) > Z 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS B)RECOMMENDED 24'MIN WIDTH WITH COMBINED ENTRANCE&EXITS TO SITE O A CHECK DAM SEDIMENTTRAP IN A DRAINAGE DITCH;IF USED AS CHECK DAM,PROVIDE OVERFLOW CAPABILITY. DS-1)0-6%:SEED&MULCH U CS-4)GEOTEXTILE: AGGREGATE: Z 2)"A"TO BE 20R GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 6�THICK A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. DS-2)6-10%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING _ B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) �+ (SEE NOTE) C)FABRIC SPECIFICATIONS Q 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. g _ LIGHT DUTY ROAD=MIRAFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING I (EX 4)SEDIMENTTO BE REMOVED WHEN 25%OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUVALENT .NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) Q HEAVY DUTY ROAD=MIRAFI 60OX OR APPROVED w 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES a EQUIVALENT DS-4)15%+:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. o �o �- o - �-`o 0 0 �� - o o �-`�- 12�-24� (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) a (SEE NOTE) CS-5)SURFACE WATER: OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) o O O O O O O O O O O O O O O ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALLBE PI PED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES ENVIRONMENTAL 5:1 SLOPES MAY BE CONSTRUCTED STONE EARTH DIKE CS-6) GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL CONTROLS OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) C C C C C C C C C C C C THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE SS-1)0-25%:SEED&MULCH (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) GEOTEXTILE: PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENTCONTROL 10� MIN. PLACED OVER ENTIRE AREA CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED, SS-2)25-33%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL RADIUS TO BE COVERED WITH AGGREGATE WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. (EX.NORTH AMERICAN GREEN MODEL:S75BN OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) MR.) (SEE NOTES SHEET:6 OF 6 CS-7)WASHING: SS-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO SLOPES PLOTTED. 09/23/241200 PIV PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA OF (EX.NORTH AMERICAN GREEN MODEL:S150BN OR APPROVED EQUIVALENT) TO PREVENTTRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. NEty ._n r CS-S)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL SC 50BNSS-4)50-100%:SEED&MULCH W/PERMANENT EOR APO ROVED EQUIVALENT)N CONTROL Io NG ON SLOPES h�P�U.HO��O.Qdr CONSTRUCTION ENTRANCE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVI DED AFTER EACH N RAIN SS-5)100%+:CONTACT ENGINEER FOR GUIDANCE. ? - 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) aP N0.062026 U p170ak 9u\p�'PV. EC 1 SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) ROBERT U.HOLMES,II (BOLUE BOOKOR MAY REFER"FOR OTHER MEO NEW YORK STANDARDS AND THODS OF EROSION AND SEDIM ENT CONTION ROLFOR(CONTAOCTONGNNEER PRIOR TO MAKING SUBSTITUTIONS) III 4°" V° P „ ° m "HI" " """ ii" P.E.I 0820262 ' ""' COPYRIGHT© 2023 Illllll�u umllll IIOi�uW lo„,,,W IIN wll uuull lo„,,,,p IIOi�uW m �� oNcv coPiEs oF,His o—wewi,H newE—sHULeE