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STONECROFT 1 OF 3 r - - - -- -- --- - - -� GROUND LEVEL - �� INLET GROUND IEYEL 7 f, I -Y EARTH I' 10" I BACK FILL EARTH T 61' idIN.I o� '+ LAYER OF HAY BACKFIL� 4^ O OR BUILDING PAPER /X • - + • - 24, L'�x ( S 7q ° C .4 0 -- - - - - - - - - - Tlv:k:'1' CLEAN STONE OR GRAVEL/ •'.i ',C ':: Zs Y' DuSCu s �* ao 91•,K�„ 2' --� USE 3/4-1 _ 1 1/2" - SIRE CRUSHED STONE 7.7. >va<e BOTTOM OF TILE FIELD TO BE A OR WASHED AND GRADED P,.O.B, GRAVEL fit` 6' MINIMUM OF 2 FT. ABOVE IMPERVIOUUM OF 2 FT. ABOVE GROUND S t SECTIONS OF TRENCHES FOR DISTRIBUTORS OUTLET +. { LIQUID T.EY_L � NO SCALE " I .• o M �•9Z lGc � �. �. ,, l O1 �8 Z sdt f 0 -r H Cvt a s+ qk M •,... - / d r : / TN2Eu DISTRIBUTION BOY. AS P,:FG . BY FT. MILLER CO . MAP „ SIZE 1A- 15"X21"X 13"HIGH --6 KNOCKOUTS SIZE 1B- 15"x29"x 13"HIGH :-8 KNOCKOUT: - S a --- - iN.> SECTION A-A /' —�,rl i ->_ _.•. - _ _ILL -....ly 10' SHIN. _ > ` - -- �" "� ... r � � �'• -- b � TYPICAL 1000 GAL. SEPTIC TANK !'iFG . BY FT. MILLER CO. /J' •- :- . r � v� / �//�' �nncrt'+g, manhilP cuvF�r Q bn V.., All. TULiI[t Ai.f ASP IHS 7ALLA7IYIJ !BOGEY URi:i ?J:'. W.LT°: - <.,... u• . M" - _ .\ •-.. ,� \. �- Z. A4c ..J �- PISTRSSTANDA DIS,. ,THE Jo: h_9.P.Y•'WATERO'.1 S)L%TDIENTNb',.•:: I , I 1 - . '- ' �J ny c . c I J Ct CJ bl plf _ 1 MID, 1 i _J C -. N. CrL)Shed' C_J � - Y, zz' - - -- - a f+ � >J G cruti rI l stung• w 4 J r i 10' TA N. (L 1 one 1 J C SfL e� -' M 's. � "' � JI. ..d Y---..—.__. 1q a� 1 � _ iJ i- r ' t �... .. �._.� !P .. OIL if STONE Si1NPA;,E .__ !'.1`I 1Q -J - - A ,� tt°[. RA' .� li .% _ AS PEP, TOWN SPECS v r "Y 0 ,f '{L _ ,.^ 05 4+/.T. I i ` _ - .- /FT, -. 1 S f , .i - ,_ - -. .. t sy, \ d8 6A - {' - - 0+ G1tAY I, SASE AS PER TO.; SPECS --. .- - - - ._ _ .VEY:AY _- C ED � p 1 � G Q IJ 5b.5 J _. p>.F' 6 r -'13 Z �,.42 ._. jJl a •- 1e' I¢K. CDR" I HI I - I n - C--�/ (.. �# f E,I,, r •� "c N (Zo ifrruu '1. .� I, SEE DITCHr- L \. E 6 Z - a = — — 1Z '�... r BsJ. R Vn,.Y A l'r` ' C I 5' N."_N. PROFILE I X/'as¢A' - ` /G �,- �•�17�'.3••`� �+1 I DRIVEnAY MUST NOT ALTER Vi`•^t - 1 - _..__ -_ . STANDARD ROAD CROSSECTIO"7 , .. l :71v .-! Y r, ,•. L•TPP,OFI!X AT EDGE OP S"C ULD,. BACK LINE• - JI. TYPICAL Pr r'c 'r �Y� .c1vAT 'URl1l�C l`�'r .l s `` BLDG. SET MinimuR! l:� r 'e':' t -;bov,:. � U H-..uv ,L_.L1Y — - -- � .,rc�'• ti ! ---V: lr' - _ tmpervt-ous material r„ n N �11'EA h•,AIN NOTE: CC ;. ?Ol'IEF, h TEIEPIfO[0; �A= O-A*�- r j TO BE INSTALLED UNDERGRO;"rO g0A boa •__,Qz � � � Krr_ � 100, 100, LEACHIN(,AV PIT DETAIL }•izH.A. +„ (� v' �ES ?�^-F'-lt/ DGIl s('o E ' DL2IVE O —STREET Preca _rrl r •'tl r . -w.' : p s t �.. a r /✓vsr,9.: 3o -SOPSI P�=�s_��,e_ i - ) l-r um ter , ,4o s ,� 1 j Il 3W/ T!N r l'/yOKOF','fE✓MHT/C S�Z• � p.\ P (P' i l � 8U/G!�/NG. lF PUMP r o ec f T 50 ' �leoM TY_P/CAL LOT /•cRR�i1/(IG�%fE/U T { 3U/CD/AY6 P.- V/06 POLE SCALE.,NONE rrlouNTED DISCONN=G,*' 4c _G _ lS � •f'f' � I0 � Q' I" sue; -cH ,vsRR our>�? 4 DIA . BUILDING SEWER , SLOPE , PER FOO.P. , F o 0 4z,3�Z >f' j�, 4,S ,� I `• `1! O 2 = 1000 GAL. CONC . SEPTIC TANK OR 1250 GAL. FOR 5 BEDROOMS OR YORE . 10' NIN. FROG? HOUSE OR /'>/c 1Z � /,vs v 4 ,fTl y 0 2oa. o o PROPERTY LINE . i v V CE ✓c e�; FCc�c/ h4 ti SPECIFICATION', 3 = 4" DIA . SETTi�ED 5EYdAGE LINE SLOPE 4 PER FOOT 4 = CONC . DISTRIBUTION BOX . LAID DEAD LEVEL ' WAILL AI'Plr. IRINIMStAL SUPPLY �PTOWN ROVIDED OUTill', RY ? " F � r � � ALL fmILRtALs 6 Inlrnunliaa rrtUvlOro on TIN; 5 = 4 PERFORATED LATE:,ALS , SLOPE 1/16 PER 3F001 PROJECT SMALL Of PER STUS 6 REM, 11 OF III[ TOWN Of 6' MIN'. DISTANCE APART ON CENTER y ` QUE114SBURY - MATERIAL AND 11ISIALI.AIION SPECIFICA- V I O TIONS FOR QUEENSBURY WATER OISINI(1. 10' MIN. FFOT'11 PROPERTY LINES G(Zou,r.l (CURALNr EDTIION) , WATER o1STRino iori svlrui 100 MIN . FROM ANY STREAM WAIER MAIMS B" DIA., CAST-IRON LURIII-LIVID, ..l-i-_-----�_- O BIT.-COATED, CLASS 22. NEOPRENE CA;K171111 STAB-Jt rn•E. 4 ITIONVE WLxE' PER ;r TO GIVE LLICST. COh- Distributors shall be of e ual length with maximum length DUCIIV!;Y, '111011" AS M(GR) BY U S. CA51-IROn -- g g g Per line ____.1+ It SCE✓/df r0 N' PIPE CU_ OR EQUAL. of 60 feet based on a six minute percolation rate the ?/;Lfss QDgPJOR - R/' c_oc� /qr MK - Ip U K 3 S T cTl,' t' CO VALVES 8 (IOK[S - 6" SIZED. CAST-IRON BOOT, BROMIC- . ' I r FACED 6 SEATED; MECH-JT, LEAO-TIPPED GASKETED; - -� LiFTt� /YJ✓�/// fIA.a<P Ewo dY lie V' "o' RING PACKED'. NOM-RISING S/CN - ORE GATE VALVES; total length of distributors shall be as - follows : T- � __-_-___ 0 �( W'• QAP ,A-cep .• OPEN TO RT. OR CLKWS.; WITH ADJUSTARLC CAST-IRON - -'-___-_ n ,rre497.:• 4a� VALVE BEX 6 COVER, AS OrcRO BY !OELLFR OR EQUAL 2 Bedroom House -- 150 feet /NIPPLE su�cDE/> pJouNTA /N D ,� TRENCHI% A BACKFILL - ZA" MIN WIDTH, Sr"TH-BOTIOMLO, y ' rF To / UNIFORII TpFNCH. WITH MIN. V-6" COVER OVER PIPE. T� G ' PIP= C S"T IF UfID[R-CUT IN SAND 2" MIN. SANG-REDOING, IN CLAY OR 3 bedroom House -- 225 feet SUITABLE FOR B:%lLD;N'G a//7r/ UVY SOIL - 6" MIN. A Ili ROCK OR LEDGE 9' MIN. SAND- BE 4 Bedroom House -- 300 feet ALL LOTS '!��/^f- ::JavesC D. BAC✓.FILL - HAND TNIP WE TH SELECT SOIL FREE FROtI Il :o.c 41c,� STONES, ICE, AND OTHER HARD PROTRUSIONS, 10 A HIM. OF T 6" OVER TOP OF PIPE; THEN MECHANICALLJ IN 6"-12" LAYERS 5 Bedroom House -- 375 feet /2 ,�/.� /OIIP;1,2 10 GRADE. ` J TEAROSr 61OCKS - PLAIN COIN:. POUR IN-PLACE II'PE, SHALL 11 it 9 BE PLACED AT ALL CHANGES IN GPADL, DIRECTION, TEES, WYES, ✓_ MOLD /O 7Gf(TE CAP •-• '- YCF, BENDS. CAPS. PLUGS, VALVES, 3 DEAD ENDS. ALL SHALL ( 6 ) Leaching Pits -- Must be separated by two times the diameter of / ---•_ i'.• CONFORM TO MFGRS 6 TOWN SPECS. .. �/ CIL FIRE HYOP.ADTS - 6` MECH-JT, 5• VALVE OPENING, 2-2T' NOZZLE L70STE� RC/MR14- G6 M17 -w 6 1-A'," PIRN'ER CONNECTION, OPEN TO RT. OR CLKWS, MOELLER pit used , including stones . The number of its 1 \ TRAFFIC MODEL OR EQUAL. w/6- GATE VALVE 6 BOX FOR HYDRANT p •-OQifWT) !Z Y 13 F¢• N'�'S' SHUT-OFF. and Sizes shall be as follows : Pump muf-r gE C.*IY TCP $fruw CLVV SSN FITT116S 6 APPURTENANCES - CEMENT-LINED, CAST-IRON. SHT. • BODY, MECH-JT., ?SO PSI WP, Of SAME HFGR AS PIP[. 3 Bedroom House -- 2 Pits --6X8 Plus ring of e \ i• �• LEAD TIPPED GASKETS - STALL DE PROVIDED WITH EACH 6 -J 3 d- a" ) EVERY MECHANICAL JOINT Off PROJECT. stories -- 2 feet wide = A _ WATER SERVICES - ALL TAPS 6 CONNECTIONS TO MAIN AND TO / /A L^� LaY Lo-Y +''DT i :f I•'S \ - - - CURB STOP 6 BOX BY TOWN OF QUEENSBURY, PER STU. - CA(.SN i �ALC5 _ SCHEDULE, 4 Bedroom House -- 6X8 Plus Ring of stones TESTING PIPE - 14YDRALIC TEST FOR HIM. 150t WORKING T.P -(a♦ T.P �• r H.i -__� I N rr «.L^..e w-, v ' f+:� 5++� +•'� S•++ PRESSURE Of PIPE, PEP. CURRENT A'Nn SPEC. feet wide B . Z• �i}s !' j - - - - - '•,i + �,;.�- 4"Z'wa„ p ZI DISINFECTION - ALL PIPES. FITTNGS, VALVES 6 APPURIEN- Afl (S INCONTACT WITH POTABLE WATER SHALL BE DIS- r I . t 1. 1 ! �`"`--- ._� InFEcr€nPeRCDRREu1nWWAGPres. ? Bedroom House -- 3 pits 61G8 Plus ring of Fi 1 - t 1 GALLON Of 5.25' SODI QI NY PUIaII ORIiE SOI NIT ION PER 1 Z - -- Z ^ ! A EACH 20 GALLONS Of RAW WATER INSIDE PIPE 6 ETC. stones -- 2p feet, wide -- C . ALLOW TO STAND FOR MIN. 12 MR' A FLUSH 001. ,r SCL.• CHLOROX, PtWIX. DAllLE A WIHnE SAIL -- I 3 -- YW J J J 3 r (W ( Y ? LIQUID RL EACHCS - AVAILABLL LOCALLY) One umoef G,nnechon > 'V I T I 1-22 Hole c`o�n -0 fount' J/Pee! APPROVED /�\ P (�'r�� R \\ fir` - kA N hA✓ut/ob![ Gc V/ /an Y/mac 3azr 1 iG rdn.•run/ per E /"-1 I 1 1 \ O V L� D / 4 ` ! 7 • . i.;:•! -...`- '"�+ IS ' Oi r .• - �,.•lu.+ .P1 C,-�ae.•,•.'litX¢yS eu. �" 7, .Li( Y PLANNING BOARD HAPTof SE-e-/T�lo 8 - �J L.L _ M1 `' Y 73 - J /'a ao en-Mua/per Ca I .-,9•_�,,,M,n OF THE - � � . g + r� El.w �� ��0 of equo/ l TOWN 0 Q FENS U Y SaaorL11s-1o,- �o� G✓/c � /,nM 7-,-/ .... p w4•,.: a - ,�. a a-0'• - I Hyb'iun! Jnp F U B R A O . l 1� ��, T `�� ,��••: - .. - • G�0 /Yn/[r Marn ! � i a _ _. '+ � ,/ / �l-y �1 , To a/nl OF QU�ENS»Q c{Q 'r G✓A.2lZ�itJ CO U.I/T✓ , ,t/. Y. ., J1-/ �'' i 'J l �a/t� 'L /�iJ/ a-L�'n . �• > SGAC � / Poo DA7Ec �E�- 31 136 Q`( 1�AClr-Hag i .I-'1 Cunt.Thnuf/ .3/ac6 \ l � r - Yl- ..�Un u.�/ur•,5ed [o.'f/> / vnd.J/✓lted wm ,. RICHARD ROBERTS CHAIRMAN fit, vJ4�F.FL .a wnTCYL TABLE . 1 ' ,�'t _.. • , .. VAN DU SElV s` SIEVES -�4 L.. f/ of filu✓c/ LAuD 6Ut✓`Y'oKt , Clc�uS BALLS , N.Y. P2o BLFnAs oYSYI£ILV&D 1 tl t t�-" a' O C) ,q"• 1 !y N.Y. 5-rArC c/c Xlo, 7 : S -� --__ /' Nf'ORA�/T D.ETA/L Rt✓nao .l�+v. zf, r9�q� .'Yu SC ale TY��cAL �1leoT ('LAtJ 2 3 r 1oT 3 L..pS i p w•G7 I I o � 2 •+ Coaf. S'LSt• c.FI Sw1. �YJ 1✓ u/ LL/ - u 4 i 41 Y i1 / 4 — r� d — A —a- 57.r It /"'rnta it o _ I $o' SST 6A(R Lwr j tZ a'� 01E TEs,roc F,.,,rx GRNE _ � o0 MaVFcµ 21 V5a3lu<a-t +1 /—� �' 9r ' _ !:. LI J N \ ! , � ,� •,� � F ye \ �\ L $APPLES MAM df ''�•��\ � -- �— _— �_ � / sau,TARy Tccs >3n — �- 3 7 of 4 AseTeS GEME.sTt ,IE - "*< - /4 �yP\GAL COIJf. SF-PT\L -TA91� _ 0 .11 �9 ss P : ..P{LE fe•T 40ADE � � g� t..otJ C.QETc SE OT�L TANK \ooe GAL . �R 4. BR- NeuSE OIX LESS 'I ' � ~ ry ' O ILS� GAL. >ra ' S 8.R NessE . I�I l � — 1 _ c:ri.•• lr ,l V y jpOol.l�' � _ '0 ORAa &,1L%W 4 9,9E WtTA 'TLC.YT �awcs ,,.+yID' PEo r<a.T LAAoE 1 / U-89" (rit "~ , P / d 3 SA<JTA Lo.-IA- FE�'ti'a Av 17 LST¢, -C,••t BA+L- P1.l L.ASt (_a1°c. MFcs 8Y Fo ET \\L.LE0. Co. oR E;,�vAl 1 S3S -I 599' .� i? Vf �. _ \ �.1\Q4FvL (NfiT4L,r..A TwJ 1S 1MPaA TAMT -T. eu9aR£ £gvAL D(STIL,S%T,ou 9tS,TQIevT• LS - 5,AAk 8E LsF eq uAL LENG-rN wrrA MAIf. LE•C.-, 0 'PEE L•JE of G•' 5.7L. O 3,j• \� Ome0 00 h (p M1N. ?�E0.C-0L1.T t.0 QAT'c, Mae TeT A\. L.EJ GTH eF DIsT¢1 S.Ta ELS SHALL eE �. �. J ' V' I,/ ( �E p AS >FOLC.•,•1S: Z Step 2e.ra NovsE - 1To' 1'"Ef.T �' Z ,, a / 3 Z2S 'S�IZA BL.E �o eE _� � � I � e � _� C{ 3eo ALL Lars j3o .r�o c - - - J � � d o o I � S 8o•Si 3e•t (cl ti 9j 53u MPR414 �. LE►cN wG P,"TS- Mvs-c g4 $a:PA¢ATE.o $% Z Tt*nEi TxE D,A. uF 4,r uSED� INuvo,aa4 STeusS. w/ / L° �+1 `- \�J -_ - CAO 6E OSEo o04-1 �'-+a- LoTS 1, TH(tu fo F• �• _ •" IG4.g4' ei "("rlE AlUM4EL eF P,TS Amp s1zf.5 SNAIL OC AS Ta L-Lo wS : pL - E DC" r G IA i5 5r�9' ji �° s7 v ; IG 3a a' � n1 a4 3 FSEP R•anL Hoose - 2 4 Z ,. �'K g ° 31/L = 8 1 Si. •U 2Q Bzo.L44, 5 - zJ G F 8' 2'/Z = J E f CE L GQ•M t o SAeps © — Q °^L 01 N n _ S > © y+� - p q 'sohoy�E v I Q yUS 3 �l v L//� c•vL mAa IHaa [w•ta / 7 s,78 ` - \7 s 1 Rcrr s.a• 1p7591° � . y1. s..► jr5.7 / \ L1 o O GI �T T 7L 3` 3 0 - - -- /,V • � r r _ �-`, ETx6L CQ.•a+,w T• XEEtagttl E � SesAaa J /� CQafd CV J � C1 -.1 1� GKwr1E0 4Q•uJv LOJEL � MAA�S K'( /y�� STYE �J a E3 ,=1 —_— _ DE, 3o Isa, c.aa- IeGe m .. a_I G rJ rJ r Eea:.l EAaTr+ EA ItTt1 BAcc t=,L. if j C1 0 rA Cj CZ-4 _ �4 c 2 3e< r,. A G 1 CJ G G /L t" xAY of gu,.o,wc _ rnn 3 1 G'' O .•Apaa. q,. Pb C RPVE• - I 1 raa. T• - r0 W G �-1 Cl r, f ` la• r .. O S3 t1 CJ _ 4RArEL -A Tau, of 6L A M1a- •F ZFT. P6erE Cn¢•our wAT¢,E Ott M• of -LIFTA6<JE �.(tauJp twA-r<R OIL IMPFPYgvr MATE21Al I y1 QEM.JtuvS MATERIIL 1 LJ'$E CQJSNEO ST...c oR- wOlwkco /C 4tLIkmv 2 0. $, GeAUEL 1�E1�EN1►� CL P1T S7ETAVl ' FiLEL.AST Colic. DO-'1-wEu MAC of AS MAUuFALT1,1E0 BV �.e 2T t+ttLLEa co, ' STO7LCGROFT Su$VWI$tw MADE 1:7e4 Ka"MG-T'K_C. MA905-kl - , l�' �,"� �OW►S of quEE►�sBor< ( W0,a-R.F- GouwrNi SCALE: I too DATE: MAQ.ct{ 25; 1583 URY ST6 VES i.A*Q 50911E7oeS, (aLQOI FAL.u,0,1, _ �..2, i\��u'1 \/� � '/ ..,.. � ���'� ..__. _ r ._... .=.s,. 1 Q.rvs E`0: t•e►'1 to 1g63 S.r:�,.' � .s., ..- � *., ., .. . SHEET l of "L- SHEETS 81-ttZ- IfG SPECIFICATIONS f/ \ LG c, tJi WATER SUPPLY : MUNICIPAL SUPPLY TOWN OF QUEENSBURYALL MATERIALS & INSTALLATIONS PROVIDED ON THIS PROJECT SHALL BE PER STDS & REM, TS OF THE TOWN OF I it C-NTG QUEENSBURY - MATERIAL AND INSTALLATION SPECIFICA- T:� urbf7DX TIONS FOR QUEENSBURY WATER DISTRICT. > q Cof ' (CURRENT EDITION) j „ �� (c9ToP WATER DISTRIBUTION SYSTEM: ¢ Core. COCA GU(2 P� •�lop T e A' ( o ae WATER MAINS - 6" DIA. , CAST-IRON, CEMENT-LINED, h � ,� yP P� BIT.-COATED, CLASS 22, NEOPRENE-GASKETED, STAB-JT TYPE , 4-BRONZE WEDGES PER Jr TO GIVE ELECT. CON- - - - �C�i�c ,5/oc% rE� DUCTIVITY, "TITON" AS MFGRD BY U.S. CAST-IRON �� Main jao'o'�e J w•� tU� riSt�. UIL`( WA-I &1Z 'v�PiT PIPE CO. , OR EQUAL. - �✓ VALVES & BOXES 6" SIZED; CAST-IRON BODY; BRONZE- FACED & SEATED; MECH-JT, LEAD-TIPPED GASKETED; cAPy�ttU �02 � F12c I IYT�fzANT W+iN �4�UTlJF� "o" RING PACKED; NON-RISING STEM - DBL GATE VALVES; r � P'uTLAfZe OPEN TO RT. OR CLKWS. ; WITH ADJUSTABLE CAST-IRON 4 TRENCHING & BACKFILL - 24" MIN. WIDTH, SMOOTH-BOTTOMED, UNIFORM TRENCH, WITH MIN. 5'-6" COVER OVER PIPE, -- IF UNDER-CUT IN SAND 2" MIN. SAND-BEDDING, IN CLAY OR T HVY SOIL - 6" MIN. & IN ROCK OR LEDGE 9" MIN. SAND- - BED. BACKFILL - HAND TAMP WITH SELECT SOIL, FREE FROM reGS O STONES, ICE, AND OTHER HARD PROTRUSIONS, TO A MIN. OF I 6" OVER TOP OF PIPE; THEN MECHANICALLY IN 6"-12" LAYERS i I TO GRADE. THRUST BLOCKS - PLAIN CONC. POUR - IN-PLACE TYPE, SHALL Y BE PLACED AT ALL CHANGES IN GRADE, DIRECTION, TEES, WYES, VEE, BENDS, CAPS, PLUGS, VALVES, & DEAD ENDS. ALL SHALL CONFORM TO MFGRS & TOWN SPECS. PYRE HYDRANTS - 6" t1ECH-JT, 5" VALVE OPENING, 2-211" NOZZLE /GAt�F'�� FoCZ l ExTEN�Q*I) Furt{2C & 1-4T' PUMPER CONNECTION, OPEN TO RT. OR CLKWS, MUELLER k "ct - TRAFFIC MODEL OR EQUAL. w/6" GATE VALVE & BOX FOR HYDRANT SHUT-OFF. FITTINGS & APPURTENANCES - CEMENT-LINED, CAST-IRON, SHT. BODY, MECH-JT. , 250 PSI WP, OF SAME ED W AS PIPE. - LEAD TIPPED GASKETS - SHALL BE PROVIDED WITH EACH & EVERY MECHANICAL JOINT ON PROJECT. WATER SERVICES - ALL TAPS & CONNECTIONS TO MAIN AND TO CURB STOP & BOX BY TOWN OF QUEENSBURY, PER STD. SCHEDULE. TESTING PIPE - HYDRALIC TEST FOR MIN. 150% WORKING PRESSURE OF PIPE, PER CURRENT A14WA SPEC. DISINFECTION - ALL PIPES, FITTNGS, VALVES & APPURTEN- ANCES IN CONTACT WITH POTABLE WATER SHALL BE DIS- INFECTED PER CURRENT AWWA SPECS. T, 1 GALLON OF 5.25" SODIUM HYPOCHLORITE SOLUTION PER EACH 20 GALLONS Of RAW WATER INSIDE PIPE & ETC. ; A' ALLOW TO STAND FOR 11IN. 12 HRS & FLUSH OUT. (5.25% SEL.= CHLOROX, PURER, DAllLE & WHITE SAIL LIQUID BLEACHES - AVAILABLE LOCALLY) 3,�45�2VIGc' �� One ��um"oei' �onrlecfion. I _ ) z-2z Nose Conn. 'fac�nq street ' 3 " ffJ usable c-cJf Iron Yam. ✓e f30 c G >ti f/ydranf oer `L Tn ui O 1 �(�r�c wSCdUtZYSp eC, I !, L, Y , Gut'c Yaive Tarn L i ^{ fo ooel? Mue/icr Co. Min - '� ci ' 4� f� lrYal'Cr Main `' � � i . "• � �,,�-'" Cone. T/irus/ A3/aches fs r _ • "• • C'usu. Thrusl Li/ocl+ " /ndsJfU�hed' ���ti>>• (px�xG« ' . . !/ Er �F _ ----- ' �IID f\ t t1i ® 0�iT4t Tee �. tDG a)rz/ TLOA.Cs FItVA GoraN .e>Y WEsT I\ACoU t l-T-A, l *.,I o4A,G� nevtawn1&rz i — -- ----- _ �- -- --' STONECROFT APPROVED i2 „IAl�,i � g ( Q �, w,� . � S'D1L'A/YT D,� TA/L. (E �ISTihA >wxz K Nh, rH /YO •fGL!/e a ®1 EXt TOWN t� of Ql.I�6:IV�G1At2°( \NA2TI :N COUIVTK , N,Y, For ater Supply `�T• Vow a � ti l crl SG K STATE D PARTM-ENT C' fl[ALTIi r W T W Ia �= 2 S t� t'F L'6 � � m —`� �T �... y �„a••• P. . --------- --- ----„ Se, rY En, h;eer - °- /6 t'�' MAY •3 1 1983 ''sof SS 4 " strenkowski ossociotes, pc. rjCagW t�l E, t.Yt� M 11 ( tY1g fe doers& energy ns foll '-- �— n west nacre dome urP,et. •glens Fags, ny �seo, ■■