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1992-36850I L5 1 NVE5T1 GAT 10 N PER FORNt E D L-t / 13 j 9 2 'TEST PIT "A" 0111 TO (,D,i -'T-09501 L (o It TO -TCo" S�t�lDy LOANA - SOME. STONES NO &ROL)NDWATER E htGO UN -TER �D T•ESTPIT P15 0it 7-0 Z" `TOPSOIL To •72 SA•1,1Uy LOAM - 50 M E S- o t.i ES NO GROUNDV&/ATsZ ENGOUt, -rF_- ZED PERCO t-P.-T t O NA -TE ST5 - 5TA15 ► t_t _2_Eo ?e_?,CO t- AT 1 Otil TESTS 1N -TWO HOLES WERE- 10 MtIijuTE5/ INCH AND 4- Mt NUTE5 / I t,1CH RESPECT IV E L- / MEAN PER.COL,N,T 1Ot-1 RATE= -7 NI1Q076"S/ INCH DESIGN DATA PROV V0 E Foci FIVE BEpROOt✓tS , 5 E:X IS-t" I NAG -5A•7NROOM S W I -I- H ONE— N EvJ 8A,-T t--1 ROO t✓t I N EX p A N S t 0 N 15A 5 t= DE5tGN PLOW ON O1_o FIXTURES FdR 4- $EDRoa!✓ls AlND 01JE WATT___TZ SP•V ItAG-TOIt_ET WIT Fk 3 GIP )--A FAUCETS / SHOW ERI-1EA.D IN NEW 1i,3A•TH ( FOR 5-rH $�DROOM)• w. DE5I&vl V=Low = 4 C 150-+ 1 ( 150-t40)�= -7t0 GPD NUSDO N S'TAr tDARDS , 5AV i �G 5 OF vvATap, SA•V 1&R- 0L t_ET VERSt�S NEW STAt1oPRD Ft�-Tt�REs = 150 - 9O = 40 GPD • SEPTIC TANK �/OLUt✓lE REQUt RED = 1500 + L�3 INC,REAS E 'POW, 2-000 GAR.'gAGE GTZ IPIC�ER S PROV tDE 10 00 GA L_I_O t,4 PLus ADD T It 01�1 L1,1E_:vA1 1000 C_:y1&1L.LC1t_1 -TAt_I K . FOR PERG. TZATE OG `I IKIC�-A APPI kc TIOh1 RATE= I .0 GPD / S.F. I-ENGTH AjE5SP ORTIONI -TRENCH REQ 'D. z 7r 10/tX2= 355 L.F. L NGT t-t -TZE-I-iCH PROVtDED = (o x (vO = 3(P0 L•F. MAXINtUM PUMPiMCLY RK-C FROWA NEW POMP WkL-L• SE I$c-r?M- 1NCREASE TO 3 INCH FORCE 'TO Et-1TR4.K XCE=_ TO SEPTIC-T•A^11C Wt t-t_ TREpOGE INLET VeL_0c.%T *-/ -TO O. $ FPS . MAAjMuM OVEpF•t_oW RA -re IN SEPTI G-r.&,NxK I$ x 14y0 = -748 GPv/SF - Wt=t-L P.5ELOW VP%LUES S x L4. 33 OWEC7 T tt-4 "EAT STATSTAN E 1DNRDS5 AL LFOR PRIt✓1A.Ry 5ETTL1t-IG-►1&%N1KS - 1500 GPv / SF PEAT, Houtz A•ND 1000 GPD / SF AVERAGE✓ . E X 1 ST I N G PU MP AND GO M71FR O LS -TO 8 1/t A1 NZ,Z+. I N E D A•S ENIEtiZGEtyGy STANDBY. FLOAT LEVELS FOR EX v5-nt,I& PUMP TO SE EXERGtSEo SEN1t- P•AINUAL.t_y ay M c-, 4,5 OF' ROMKI(NG-TNRoOGH A. Mt1,11 L)" OF -TWO 7PU1✓IP C YC L_ES IN 1T H WASTE WA -TER . M O-T E.5 I . NEW 51=PTIG TANK, �1STCZ 18UT10t�1 SOX P•ND CROP BOXES -TO BE OF PRECAST CONCRETE - A.5 1,/1 ANU FA•C.TURED Sy THE 'FORT WI L L LEP` _CIO t✓1 PAN 1r OQ EQ U t VALE t�1T. 2. NEw FORGE MA% ,1 TO 5E GC)W,5- ZUGTED WITH A MINIMU►l C I-. EAR C.O-,/ER OF 3 E= T• TO F I KI 1 S H F D G•TZ A.DE . AT S EPTI C- TANK , F_ORC.E t-AA.IN _-O SRO" DE1p_TH AT 8 OTT OM OF -TA• 1,1 k UP -TO -TALI K 1 u L T. RtsEv To BE= 3" •PVG 4-0. pRovtc�c GOt�1GR E-TE BL_OG<-11,1G SETWf=_EKj 'FORCE MAtt�i AND tJt�1D1STURF3E� �JOtL AT A.LL SENDS III PIPING. PROVIDE -T11~ DOWN FoR 0A'--7pEiz_ $END OF- 3" 'FORGE MALN ITJt_ET TO 5E V-MCT•A•N1<--TO PRE VENT SEPARP•T IONA DUiz I N G OP E R AT t 0 ►mil . 3. DESIGN FLOW A1.10 FRONT N y SDOI-1 �U>-t_ETI P1 " WASTEWA�•EP`-'C'R�ATMEN.-T STAPIDA.Q�S - It�1DIVIUUAt_ HOUSEHOL.T7 5`JSTENIS. 4. N EW P U M P I IA STA, P.-T 10 t_a A. Q.L.L. Et_EGTR�C-A� WORK SE -'►ALL. G01-1F01Z" -TO -rt-'tE l .A.T EST E�71T t O t�1 O F-f-t-•1 E 1.1 AT 1 O 1J A L_ E LE GTR �G AL_ C.OpE �.ND L_OCA. L,_ AND STPTE CODES. P..O. PLOAT SINITC_H aS SHALL_ 8E DLREC.T AC-T 11,'►G A•t U> F'L0A.7r45 SHALL $IC CNENI\CAL_L_y �ZEStSTANT POL _VPTZOPyLE1,LE CASE,=D OR EQ01VA`L-EL1T. Pt�OA-T SWVTCtA WIRI1.aG 5HALL TERMIQA,TE IN A WE -"A 4-X JU1�1GT lOt�1 'f30X MO UNTC�'p 1NStDE THE PUt✓lP S-TA-T10t�L A.SovE. NIAX l ►✓1 UM WATER SUR�AGE . C. PUMP dPERAT\Ott,f+.LL SE $y A. Cf>�1TR01_ PANEL�S� WIOUI�ITED 111StU'1= -nAE- SASE= KEt,IT OF THE tAOU5E�- . PAi�1E1_ SKAL.t_ I tACLODE LI GHT , Al-PAQiA F3ELt_ _POMP C>PE7_#,M0t l BALL Tr-E C_ot lTR6 _ Sy WO - AT SWITCHESOTF= t;OTI�E:RS) AND At_A.TZI✓l 5�-t�.LL 8 E AGTI V A-T �D Sy -r�-►E F l- O AT 15 W ETCH D• A WIA.c� NE`T 1 C STAR TER W tTH 1✓(Pc1JUAL ANU ,�.t,YTO - MP-rtG OPI`RATIOT�I 15H^,LL �E 'FROVIDED F'ON�,, S1NG�-E PNAS� 230 VOLT 0PERAT101J. E.THt=. PuI�tP OPERATION AND C 0o 47F_01_ W1RI I-4G SH ?.L.t_ 13E ON A SEPARATE CMCULT FRo wk O-rHIF---R HOUSE - HOLA SqSTEMs. F. IS COMPLETE 714E CONTRACTOR SI--H PALL- RUN-TI-AROUGN A, TEST PV OC E pURr_- W ATH WATER OQ WASTEWATER Td V2E"ONSTRp•7E 7-�4AT 'SNISTE" FUNL-TtONS PROPERLY. TEST 7pROC�DI�TZE. 5HA.>_t_. 8E W�Tt�1ESSED �y OwINt=-iZ. 02 OWt�tE�'S �EpsZESE%1TA.T I VE . j `3PEG I F I GP�T t Ot�IS '• CONCRETE 4-000 P•5.1. @ 28 DAys ER7-R A t N ED AIR: cjo/o -9% 5- r=EL: A.ST". A49co-A(o15 GRACE (00 - (00 K5 t DES IG N LOADIt•AG: A.-o,3/3OOP5FIt / WAt._KWAy5 WEIGHT -TOP 5t.._A13 : 14o L_W5 . �— 15,01-TO" : 105 L F3 5. TOTAL: 1 21 L135. 5OL1D 4" PVC tKiLE-V _ So t_iD '4 " Pt/C_ TO D15T k50_v0R If I SET BoTT0M OF DROP PjOX LEVEL GRAveL BEDDiNIG a 0 0 J d v 0 J TOP WATER VAL..v E>_ E V. = to 5.25 REt_DGATE WATER L11JE -TO PKOV I De Vt INL ►►mot UM to FT . SEPARAT I O�1 FROM FORCE_: MAI►�l , 5EWE-= z 0?, ANy PART o� SU135uFZFAGE DISPOSAL 5y STEM �Rat�� BP.tz�t TA•X MAP FUTURE 4-" WASTE LIMt FROM FUTURE L..AVATORy \ I I�Li� 1 1 N gAR KI /r, L.OT 3 L-1 PROPOSED 1000 GA,L_ _OKA 3" P V C FORC E PRECAST �,orl GR ETE �, ;� MAIN SGH 4-0 - I /y ,( PVG FORGE WA.I11 5DR 2(0 PR E GA.ST COt�I GRE \ DROP FSO)(ES - 3 NZ�Q'O . 4-" SOLID PVC 5Ct-1. 40 � 5DR . 35 SOLID LA PVG- SLOPE AS / WELL. EXCE55 of l00' REQUIRED TO PRoVt of / st-iOrz���t�t� OFGOVE� AS PETz DETAILS -- /,-ii; L�.E C7EORG� SO(Z.35 � � 4" P�REORP-TAD PVG _ �� i PETZG* 2 /BM O GUT ON DlSTR1P�t.rTOR - Co REQ �. / / BcX�Lp�R SOR. 35138.35 cb NO-iE : IN EXGES S Ot=- 100 t � / � �'� J<1\v FROM WATER WEULS 4 O t= p-r H ER S Np- p R�slflr= 01, `9 � a / -r C� S T C), t-3 E a FM • 0 REPUTED 11J GA.T 1 O N ' LI M ITS Ta,x EXIST 1N& LEA.CIrA P LT - 3 L� REN4)S,1145 OF 5701',4E WA, Lk__ RROPOSED 1'/4" • PVG SDR 2(0 Ro OTHER L.,b,t_1D 5 O �= 1- 3 (DEVELOP --TENT OP Tk F l5 LOT FOPS p'DTDkTIO K-�f.,L_ UNCD ER_ �EC:P 1=TU�.L EA�SI=t�I i=t�T CSRAt� TAD To L_fi�KE CSaE &E: LEGEND : PLAN TE5-r HOLE , PERG0t_ATI0h1`T"E5T ••• EDGE OF WATER I�f8 EXISTING COh1TOL)i_ f10TE: DAIUM ARa�t2c.aY t 50 -- - L X 1 ST 11,1 G CON'TOUR DEGiDUOUS-TREE •o D© QD C.ort,tFE� RETA1 N41 NG WALL — PROPERTY LI1�tE PROPOSED EXPANSION v F"Kowt O'k TO 2q" 5" 'FORGE MA, t N 7 7/- 4/ c 1~ o� . 157, i t 1/4 " P VG TRUE OK10 LI 5At-L. VALVE (Ut�IDER PRESSURE) PROVIDE= +-IANDL-E EXT�NSIo1� TO NEW 3EPTtC'Z'API�. H I G K WA`TECLP,Lkr,VA _PUMP ON CIrxISTI KG) 8 PUMP OFF NIGH WATER RE5ET CEx tST. ) Ex15TING POMP CON-T'RO L S - A�ARm At_A1ZM LE\/Et_ NEW PUMP SETT ING HWL-?0 ?149 ON 2v " ILA LWL- PUMP CFF �F1tlt5H GRADE V`LA,G5__A Ot�E WA, L-K xt�JTlt�G IOoo \ �ALw� � EGAST C.bNC,RETE �E�TIG 3'- 6, + COVER � u l /4 PYG SGH . 80 UNION / 4.•'_ 4' pVC, BALL /CHECK VALVE 1 "TO I'/q" I1,ICRIcASE(2 ID1XHARGE. -� 'PROP05ED GRI�ADER PUMP MYER5 RCT-10 1HP Z 30 V. , 1 0 (oo He MOTOR OR EQU%VA LE IJT 18 GPM @ 4-71 FT. -TDK PUMP 5TATION 5EC.TtON sxt`ST I"G po) 4? £ i'1PIt,1G 60 X DETAIL. -T, 5 . >,10-r s H ow N ) DROP .. -.* PUMP t-iOU s �- D Oc_t,.5 t\l f S O W N L._ A<E &EO EZ(_:yE W 5. = 100.0} 4/15 /92 (ARgkTRA9-j DATuM) EX\5-C Z & -750 GALLON RlZ E C,AS-i CO t�1 C,R�T c v�/ �T PtT PUMp STATlOtA LOCATI,Of-,( ASPI iAL:-vtG 5EAL STAKE. INLET - I11VERT0F IHI ET _ __ �.. (1 2�� ABavE I NVI✓Iz-c � � __._ OF OUTI_E-r - jol lJ_ I I SP�t�IIT%'�R i LIQUID LEVEL - 1.1 TEE 413" MIN.- too" MAV. USED LIQUID DEPTI ' TuaNup PR�V•OE V�Q- titAL, ECTjG3 p� -3•Py C PQev�'�4 PVC ^ F'02C_"L Oki 1A S E GT I o N 3'Lin 40 P�SPNALTIG SEAL �- 3' PNc ►IAk-er F,2zM (tcc mA,it- (- cQo 4O) I tJ I.LT I I till ._51-u V ED (/4( PC%Poo --�► 1,1 I I I 1 4 I �� i O R►►JCY 1 �' _tJ 5UKPAC.1.= STU �AAM-IOLe ca/ER Oar L F-T CAULKED JOINT `�-, SP•tJIT/4R`{TEE (E5A VF_L E-5 MAq BE 05ED (N5TEA,D) P� 1000 GAL. ARE; EPT( G T4U !& NT.S. ET ip vu. Fv0T GrZrJV t1D �eZ=?.C:= . PILL_ Abo\lE IF ' REQUIRED TO 12" kl!4. RaMOvp-,5coVE-Z CSoNFO'RM vJiTt-I Y pgjSORPT ION a n S te� t `L�� V��AtL�D N�% Z" Mtt.l. I N L a7 OUTLET OO O Q 1`tT0 5'� CL `A1.1 SP.iJD OR SECTION PEA G�vcL t. PIPEJotNTS'To BE SEAL�D ON UR tSTUR5Ep WITH A.S PF j&%L_MG VtATER tAt_ oR EQUtVALEt�ST. ouTLET5 1 N LET SOLID - - 5 LOP�- '/a" PEA FOOT U IJ LE5 S O-n+aR W tE 51. �4OTED C)Q PLAt-'A �-� T0P50 I L FOR 5 E TT L t"G EAEZTFA 15ACK F 1 LL U tJTREIA"T I_T> BUtL-DIQG PAPER OR 5TCZP.W � 2n ►SIN. L__-A5TK1 I30TOR P t F t= 4" P v c Z 4 PERt=OR AT E O N _S 01 NIT mo — 0 0 OJ C�" ►�IIN . St.LOPE✓ ��i��- '/32�� PER I=l' � Dfbb -- — 24" CRUSi-tav 5T0&I1E_= OR N GROUNDVVATE7j�1, -5ED'ROC.k�_ oR toot> LAy�R GROSS SECT t 0 KI t_ON GkTUOI NA t_ VIEW t�lo-C ES : Do RO-T 11� WET So t t_ . RAKE SLDES AQD 50TTOt4 OF-TRE_--NGt4 1FR tOQ TO PL-ALING GRAVEL_ E QD OF p,LL- N/105T S E PwGGED Ut.)i__�jtj It�1TE=-1ZG�NNEGTED. AS501ZPTION TRENCH DETAIL. N.T. 5. 2. IN\J=K. i EL=VATpF ' r- I E I ALE_ OUTLaT PIP`5 MUST it t ( 5E Q UAL- - �. 3• 7-4E ELOPE O P OUT'IS---T = 20 NA t.J�57 DI5 - _TR t5JTlot i Box -TO _�. DI57R13UT01P, LA-Rf�L5 5I4,&, L.t- 3 E '/S `( PECZ F-007, It U N Lt=SS OT +- _=R_ VbF-- All i i RIOTED ON PLAM . i i 1~ PLAN DI STRi Bu T•toN BOX Lim I Jx I* TR aj,Oivsd ' Flo M �1 sT R�qut�o� BaX SEWAGE D1,5P05A.L• 5V5TEM EXPAt�tSION F O IZ LtONEL BA►RTHOLD RESIDEN C E LOC K H A,RT LOOP -TOWN OF Q0EENS13URV DRAWN BY: N�EfR`� CHECKED BY SCALE DATE: DRAWING NO. '? __7 t 9 L 2 BOOK NO. I JC3 LIC. N0. 391512 PROJECT NO. t OF t R. H. I RISH CONSULTING ENGINEER GLENS FALLS, NEW YORK