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SEP-000579-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000579-2016 Tax Map No: 278.-1-18 Permission is hereby granted to: J.H.Land Development,LLC For property located at: I Rockland DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvoe of Construction Owner Name: J.H.Land Development,LLC Septic Disposal $0.00 Owner Address: 1 Rockland DR Total Value $0.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency J.H.Land Development,LLC I Rockland DR Lake George,NY 12845 Plans&Specifications Septic Alteration RV Site Use Group: G-4 Ledgeview RV Park $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,September 1,2017 (Ifa longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Qyeensbu ^• _�/ ' ,'dhut OS tefr 1,2016 SIGNED BY: !�^'�" �Q/ r the Town of Queensbury. Director of Building&Code Enforcement Pa S;k Uk 6VT)LAP (! -4 SEPTIC DISPOSAL PERMIT Office Use Only DATE ��� / l� Received Tax Map ID TAXMAPID 2'j �� - g Permit No. e4p 57q-'Ra1Z; (� Permit Fee �� I r✓U cG �3 LOCATION OFINSTALLATION Approvals: ` -� APPLICANT Com' tom., Vv Pl�e.� PHONE/E-MAIL I /R 662-k ADDRESS INSTALLER/BUILDER: ��C Y IJ 1AQC'KE>ti S PHONE/E-MAIL 3 `C J ADDRESS: I OWNER LGIO)QcWtEA .2 P(� V PAefL- PHONE/E-MAIL S,: I %nIS Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: TnH Ai , UC K ti S PHONE N N/14 Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y —N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present PARCEL INFORMATION Topography Flat rolling _Steep slope _%slope Soil Nature Sand _Loam _Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION W5S,t, Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field wi(h Total length ft.; Each trench x How many: _;size Bed or other type? Holdmt-T, k.Systam Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file—no exceptions. 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 know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all r�5fuirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: ® H a -5 Date: Signature: Date: Town of Queensbury Building&Codes Septic Disposal Permit July 2014 uj' LEGEND: - O CIRF=CAPPED IRON ROD FOUND N Q EXISTING TAX PARCEL: Esc o=ELECTICAL SERVICE Q .p TEL a=TELEPHONE PEDESTAL - Q 278.-1-18 TOE MERGED CI o=CABLE TVPEDESTAL C� WITH PARCEL 278.-1-14 t'r =WATERESERV DGE� _�,; '=EDGE OF WOODS , 42.27-ACRES± ( =TREES Z ,I =TEST PIT LOCATION V 8 _ - - VERTICAL DATUM.ASSUMED CONTOUR INTERVAL=i FOOTw000e0 = ^ g P µ , • v "Lag C� ` ro yg f¢ 'rY f tI i IQ- WA TERhWINS - - f - PROP 4'01P, wGhEl€D :��\ ~ p 0 Lain +sAPPRoxtMArE # p '� 1 wWOODED \ . •••» *`-.„„.-. 333 q - PROP.4"D.I.P.$CYAT - WATERhWIN - -- . , 11 '»v ••"•~ .s...o g yFOR CAPIPGROUND IXPANSION - - - - ^- .._ i' `' -- . '`- •` , „+,.«.� �,,. 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" -- - � - -r - _ I WASTEWATER DESIGN FLOW CRITERIA �- SOILS TEST PIT DATA SOILS PERCOLATION TEST DATA : - I i SITE SEWER GROUP 1 SITE SEWER GROUP 2 SITE SEWER GROUP 3 SITE SEWER GROUP 4 SITE SEWER GROUP 5 SITE SEWER GROUP 6 1 TP-1•9/4/2014 BY L NACE,P.E.-NACE ENGINEERING P71•10/31/2014 BY NAGE ENGINEERING PT4-iW3112014 BY NACE ENGINEERING PT-T•10/31/24],]BY.,NAGE ENGINEERJf({; SITES 101,203 205,207,209,211 :SITES 202,204,206,108,210,212 SITES-213,215,217,219,221 SITES-214,216,218,220 - SITES-223,225,227,229 231,232 SITES-222,224,226,228 230 - E WITNESSED BY:M.SHAW,P.E.-NYSDOH - STABILIZED PERCOLATION RATE: STABILIZED PERCOLATION RATE STABILIZED PMEbLARON RATE - - DESIGN FLOW_.55 GPO/SIlE SEIt2ED, - - ;DESIGN ROW-55 GPD/SITE SERVED DESIGN ROW-55 GPO/VIE SERVED DESNCH FLOW-�55 GD/5HE SIBHVED - _ DESIGN FLOW-55 GPD/ST7E SERVED DESIGN FLAW-55 GPO/JtTE SfJitED � 0.7` TOPSOIL t MINUTE,30 SECONDS PER INCH 4 MINUTES,fO SECONDS PER INCH I MINUTE,2QtSECONDS PER INCH - -,-,O SITES SEltV£p'-.-3,70(Pp SYSTEM DESR2t ROW 1 6 SITES SERVED-3J0 G+D SYSTEM DESIGN ROW 5 MIES SERVED-275 GPO SYS"DEVON ROW 5 97U SERVO"-220 GPD SYSTEM DESIGN FLOW 6 VMS SERVO-330 GPO SYSTEM DEVON ROW 5 SITES SERVED-175 GPD SYSTEM DESIGN FLOW I 7.22' FINE SAND&MEDIUM SAND&SOME LOAM I - - SEPTIC TAW,-1000.GAL PRECAST CONCRETE_ OPTIC TANK-1000 GAL PRECAST CONCRETE SEPIIC TAMC-1000 GN,PRECAST CONCRETE SEPTIC TARN(-1000 CAL PRECAST CONCRETE SEPTIC TANK--1000 GAL�E'G15T CONCRETE SEP77C TANK-1000 GAL PRECAST CONCRETE 22-80' MEDIUM COARSESAND,SOME STONES PT-2-10/3111014 BY:NACE ENGINEERING PT•5-107302014 BY.,NACE ENGINEERING PT-tS-fOf3f/291,j BY:NACEENGINEERitlG _ - - it� - � � - - 80' TOTAL DEPTH STABILIZED PERCOLATION RATE STABILIZED PERCOLATION RATE. STABILLEI)PEflEOLATION RA TE - LEACH FR1.17-2d`IIItlE OPEM-BOTTOM CHAMBERS �i LEACH FIID-22'MID£ON'EN-80TTLW CHAAf✓#RS _LEAgt FR1D-22`MfDE QPE7N-BOITQIf G1`L19ERS LEACH F81D-'?Z` E CIPEN-8Q>1CW_ CHAMBERS LEACH RECO-22'iMDE LP£N-BOTRdM CHAMBERS LEACH FIELD-12`fMOE OF'ENN-<DTRW GIANBERS - 4MINUTES,15 SECONDS PER INCH 1 MINUTE,f SECOND PER INCH 2MINUT€S,-SECONDS PER INCH � - -' ADS ARC-24 OR EQUAL _ � � - 'ADS ARC-24 OR EQUAL ADS ARC-24 CR EQUAL AOS ARC-24 IXt EWN. -. AOS'UESIGNC-24 OR EQUAL ADS ARC-24 OR EQJetC - - TPI-9!4/2044 BY:T.NACE,P.F.-NACE ENGINEERING - :DESIGN PERCOLATION RATE-1-5 MINA DESIGN PERCOLATION RATE-1-5 AfP1/NI DESIGN PERCOLATION RALE=i-5 MIN/IN OESICH PERCOLATION RATE=t-5 MIN/IN � � DESIGN PERCOLATION RAVE�t-5 A0H/kN DESION PfRGOAMIN RALE=1-5 MI!/iF1 TprT2-SSEDBY M.SHAW,PE-NNACEE PT-3.10/31/2014 BY:NACE ENGINEERING .LT-6-10131/2014 BY:NACE ENGINEERING - APPLICATION RATE-;1,2 GPD/5F APR"710H RATE 1.2 G'0/SF APPLr-AWM RATE L2 GOISF APPUCADON RATE 1,2 GPOISF APPLICATION RATE 1.2 GPO/5F APPLICATION RATE=1.2 GD/5F 11_ _ STAW7ARD.8'NX TRENCH LENGTH REQUIRED-138 IF " _2•NOE TRENCH LENGTH REQUIRED 115 LF- STANDARD 2'WOE TRENCH LEWIN REQUIRED-11:1 LF 2`WE TRENCH LENGTH REQUIRED 92 LF 2'MDE TRENCH LEWIN REQUIRED 138 EF 2'MIRE TRENCH LENGTH REWIRED 115 IF �r � 0-8" TOPSOIL STABILIZED PERCOLATION RATE: STABILIZED PERCOLATION RATE - - INSTALL(3)TT@NCIFS AT 50'LQYC(150(� INSTALL(J)IRENLT SAT 50'LONG(150 LF) INSTALL(JJ TRENCHES AT 45'LOW(135 LF) INSTALL(J)TRENCHES AT-40',LONG(120 W INSTALL(3)DRENCHES AT 50'LONG(150 LF) INSTALL (3)TRENCHES AT 45'LONG(135,LF) - TU $—-_ �„ 6-20" FINE SANG TOMEDIUM SAND,TRACE OFtOAM 4MINUTES,55 SECONDS PER INCH i MINUTE,10 SECONDS PER INCH - ---PROP.1000 GAL - PROP.SEWER GRP-4 ABSORPTION FIELD - - - - - - 5RESEWER GROUP 7 SITE SEWER GROUP 8 SITE SEWER GROUP 9 SITE SEWER GROUP 1U & 20-56" MEDIUM SAND NOTE-PERCOLATION TESrNUMBERS CORRESPOND WITH TEST PIT IDENTIFICATION NUMBERS f PRECAST CONC. S1TE5214,216,21&220 ; STIES-233,234,235,237,239 SITES 236,238,240,242,143 SITES-241,244 - SITES245,246,247 248,249,250 - - - U a 56-92' MEDIUMFINESAND WITHSILT SEPRCTANKGRP4 .-4 SITES-2I0 GPD - DESIGN ROW-W CPO/SNE SERVO LEM FLOW-55 OPV1.9TE SERVED - DESIGN FLOW-W GPD/9TE SERVED OEM FLOW-55 CV/517E SERVO � - e�� MOTTLI,NGAT59" :< I 4STIES-220 GPD, (3)TRENCHES Of -- - PROP.2000 GAL - PROP.SEWER GRP-20 - - . ^ - 5 SHIES SERVED-275 G73 SYSTEM DESIGN ROW 5 SITES SERVED-275 G'D SY5TEA1 i)ESTGN FLOW -2 SINES SERVED-1t0 CFD SYSTEM ROW 6 SITES SERVED-330 GPD SYSTEEN DESIGN ROW - A `: � 23 •,Za:;..,` / I - _ 22"WIDE OPEN-BOTTOM - -PRECAST CONC, ADSORPTION FIELD - - - p _.CHAMBERS AT40'EA. SEPTIC TANtf GRR10 SIfF5145,246,247, SEPTIC TANK-7O6 GAL PRECAST CONCRETE SEPTIC TANK-1000 GAL PRECAST CONCRETE - DE9CN TO 20O GPO SFFAO TiWK-1000 GAL PRECAST CONCRETE $ � TP3-9/42014 BY:T.NAGE,P.E.-NACE ENGINEERING PROP.4"D.LP.WATERMAIN r - - - - - , a ,- ,•.�8, _ SEPTIC TAW(=1000 GAL PRECAST CONCRETE xs.;y•` „p. ..- ..:: >•• ADSARG24 OR EQUAL 6SITE5-330 GPO 248,I49 250 WITNESSED BY M SHAW,P.E.•NYSOOH (TYPICAL.) =' - +376.z ,r . 'H`176' _ - 6 SITES•330 GPD LEACH E7F1D-22`M10E OPEN-DOTILW CUWF#RS LEACH FiE1D-12`ME OPEiI-BOTTCH CHAMBERS LEACH FIELD-27`M70E OPEN-BOTTOM CIMfBERS - Ca) _ _ - - LEACH FIELD-21"NIDE OPEN-BO CHAMBERS - U-9' TOPSOIL .'•=.. - 3 ::'' :.... - (3)TRENCHES ADS ARC-24 OR EQUAL ADS ARC-24 OR EQUAL T7LW A05 ARC 24 O4 EOt1Al - 9-19" MEDIUM TO COARSE SAND,SOME LOAM ' / lh / - r'° _ 'lb =e.,::."":':"' "" - 22'•WIDE OPEN-BOTTOM - DE9Gl PERCOLATION RATE=1-5 YW/IN C7ESI(,N PfRCG.,IMIN RATE-1-5 L6N/W - AOS ARC-24 OR EQUAL DEVON PERCOLATION!RATE-1-5 MAN/IN - 4 ... .:-: -1.2 GPD APPUCADQV RATE J.2 GPO/Sf - OESICH PERCOLATKIN RATE=1-5 MN/W APPLICATION RATE-62 GD -29' VERYfINE SANDY SILT '::..i :::.:_:.:..:. ...::.'.:: ::: ': ) .:: ':.:°::::• }::::::::.c:::::::r..?::::.�.. CHAMBERS AT50'EA. APPLICATION RATE /SF _ /SF - . 19 111.5- -:c::::::;:::mss:..........::::::...... ......, .. .. ....1 .. .......,,...... _.._::-, 'i7-::... L ......:.... :•. :::::::... .:•.:.... ....,v:.-::.-:::,�:::::::::: :::.'::' .. - :: -:_:;.-.i ",_:. .:' OR EQUAL PROP.3xlox4'D 2'M1DE TRENCH LENGTH REQUIRED 115 IF 2'MtOE iRE71C1 LENGTH REQlIRED 115 LF APPLICATION RATE="}2 G'D/5F- 2'MD£TREdCi LENGTH REOARED 115 IF 29 35 MEDIUM COARSE SAND&GRAVE _ - .:::: ::; _ _ _ SroNEFttICD INSTALL J TRENCHES AT 45'LONG 135(F 2'WDE M04Cf LENGTH REQUIRED 84 IF - INSTALL 3 7REN(HES AT 50'LONG 150 L)�,,�,z - : ''i:;�.ri:�i:i �:.. .- .: .,,,-.':':::5:14:-i�: ..':: =r.. �-: i ... - _ AT LONG 135 LF O ( ) O ( 35-84 FARE 70 VERYfINESAND ::::::: .�:.�::::.-:.::: ., ._.,,_, .... ... .. .... ...:::::::::::•:::i,:: ::i};r. .f:• _ INSTALL(3)TRENCHES 43'L ( ) .......... .........._... .. .. .... ......_.... ... rc::: .. ......-._ .. - - INSTALL 2)TRENCHES AT 50'LONG 100 s"a,'+. - _.. TP4-9/4!2014 BY:T.NACE,P.E.-NACE ENGINEERING _ - WRNESSEDBY,M_SHAW,P.E-NYSDOH .,...._........... ......_.._.. .... _. -.._...,,,:,.'' .... , TRENCH 1. 1 r OIL ; ..._.... ..rn.c: .. r `, _ - 1718+`' T� 9 0-6 TOPS ......... ....... .. .-......: .. - ,; / ... .. �;:::::.. �,. �„ ... ... -.�;.- - In ...17. ;:"3'�� � i• R MEDIUMSAND SOME LOAM ns .. - I5 ..,r.. �' r '.7 ...."" `.:'. 3 :hi.::.:-Til::i4:i?_.. - •:,, ,-: ' ,6,22 �,,•� _ - - i" :�.. �; .......�;, r I -, ... ., ..:3�- - .172 .......... 11 ........... - EDIU SANG .°.,,1. ••� �� 1 Q7 22 28 M M vd• ._ r .... .,. - . i. :. ,. ,..w .._ 1 - rbr. ..-, ,n 28-45 (7� VERY FINE SAND �- "., .. .... Inv. n ., r r - -- .-- .... -::� ,: l - > r r. - ... ... .,. - r, y„ r 17 2rzA .......................................... ...( 45-65 VERY FINE SANG WITH SILT i - - - =" n .................. 65 90 CLEAN GRAVEL Oa2D57UNE .. ............1.... __...... ..................... .. 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ADS ARC-24 OR EQUAL ,Z, ::��:�:�*+:::��::�i:::�:��:::�::--::::�-_ .'.'.'.'.'..'l,-. . let, , 1!� ­ -, ",+/ I-_ I - ��...I........I..... - :�.�`��.`-; "�: I DESIGN PERCOLATION RATE-1-5 AURAN ..I I . .-- � .��.. ................. Kv �"� .--�.�,,. :� .... I � , ­­­_ _­­­.......I..... . I .....�... .­­..............,:., I 7.'. - L APPLICATION RATE-1.2 GPD/Sr 9 � - � , I Ill I '.,.'. ".:.,.,.,".,:..,.'.'.*".'.'.-r -1 I—- 11 It . ....T. �`�'I I� , .I. ­....1...... '.*." . ,:.-,W..:,-.,.,.:._,..­...�.................�.......-�73- _-:-..�..-.-.-y.-:­:-L., 11 � . _ . ....% r *:.4 . * __y -LOW(135 LF) �n I 11941, I ____li;�� ::�:::_:� / Z'W TRENCH LENGTH REQUIRED 115 IF u _I -1 I;m -....- `%'...,........�.... �.� _/ INSTALL(3)TRENCHES AT 45 P� I - �._ : _........ :.-__.-.-. .... ..........� I � SITE SEWER GROUP 8 V I :_:!::�:�::*:.,;- , 14 ��'.Z:�... I—. / / tx �_ ,:::: - �;, 1'.'_'.'.,.:.. . Ds:., ."."" c_- .- � ,� V1. � 5TTE5 236,238,240,242,243 9 v :" ;o0*.'--::::-_.:.::: - .':�....... ��� ­._+_­...­I...­ - p / DESIGN FLOW-w GPOA7E SERKD ,:., 10 - -1 Ic I . -- I '­,I. ...... ", d cri c -.%%:_'.+.*ll'.'..'.' _,'... .. - - I I .1 t - . ............. 5 SITES SERWD-275 GPD S)STEW DESIGN FLOW lu ....... ­­ ...­­­ ­':--- 4 ,. .­ .... 4T I__ ._::,�::::::::::: I _:.`� , t: �_ I ........ '...._ � � /' , SEPTIC TAW-1000 GAL PRECAST CWCRE7E w Ix - " - .-�-.,-�..-:.-.:.:,:...�:.-.:,-�-�..:.:..,..h ;; � � 9 _�s 92 I � 1� �%*.%'.* .- , , _................�` , '-"-�'.- -4 � �7:.,: Ic �7 ...................... _. - , - I ,/ .- + .... :�":....%-.1:11.4i "- :.... A", .. ____ �.... ._ - - -- ­ P.lva� I.. ....... , �, �� , a " ........,.-.,.,.-.-.,.,. 0 - :_ L71----.A I .f I LEACH FIELD-22'*IQE OPIN-BOTTOW athIMERS tw " ' ­..........* ... .�. .�q67". ----------N - . I ..%...::.-.%-.-_-::.::�: - : .:.:...,_....'.I." *.'.' � cc . .:::.,...-_-,..-.,-,-, ADS ARC-24 OR EQUAL W . ; , . l.l.l.l.l­.l.*.l.*.l ......I­I­... . ,�_� � . I 11 :11.1_1,1_1.1.1.1.1 + `6""�: ::.*.'l'l'.'.'�'.'.'�%% L ..� 5 -1... � .:. � "7, 0 4�� si�j' I - - "�:�:�::-:-:.:.-.:.:�.,:,:-,.:-.- � :... :- _ .��..: ,#, / . : , - ... - . -� ..... i , � I . . N_ sg: I*"- - -1-2 1 1­* - � : 7ZZ��;� � :�:.,-.,:�:H::� :, "��.,.'17: , 11, ,L DESIGN PUMA77CN RATE-1-5 MW1W 0 ;� 11­­ - . .:-*-.�. .. ........ ...I.`_.�-----;,..-:.-:.-,-_-, � �::::* ... . I I I : .­.... , - as cc .....:.,'_,",�__,_.,_:�_­....­_ .*.*.,.,-,:_,:,__.�_ , � . .. . .- " �,1111'I � _,�.... ­......­,.._._.,.-.-._._..____-,-.-.,. V lz- I I � 6,�,,j �- ,/ APPLICATION RATE-t.2 GPOISF 0) M r:::1 W, .­ ... ..............�.........�.... .:.-_-,',_l.:.-...,._..�:.. .'.7 - / I G - I I .._:_:-:_�_l I j 2'MOE TRENCH LENGTH RO(ARED 115 LF () ,I . .. . ......:.7".1 ,t C) ca ....-,.%'�'-- , , - ��;;;C_ \ ,,..l...­......l.....­...... I ,I...1. -� �1� " �" I i INSTALL(j)TRENCHES AT 45'LONG(1,35 IF) - "; __ __ /I .:.....,-*.......... I .:.,. I - -1.11....... ..., PROF :.*_vl':J.l.*. It / ,:, �', .:...�.%'.*.'.�."'+-.*�': �i�l: : pm :V..,-.7�.',',%.'.' ii" to � c ­- . .. .­........1.�� 01 , . J.::�:.�:-:- r - ! i i r 4 . ...... I I I . ­ " .l., ..­......"..._....._.... _:��.,,+N.:-::::::,.,...,.. �� _; �l MP :.z V.:�. T.::.. 4 I -� . SITE SEWER GROUP 9 ___ - -/ W/o Mrs. ii.16&6, I ,, I .1.1 ".i-.... - I .... / : ­­­... ....I..... .l."l." .. 11 i . " WE5-241,244 .%, .+.l.'.'.'.__'�:�:::::: ..' �:::",+i�:::-��.",'.:.,.--..,\:..,-:::- - . ..: ­­ �� . ....: �'V:.,.,..,.,.,. `11'.% , 1 : - :.....",* .�..._.....I ::.�.*. i , Ddw 400AM 4 2DIA ...-......... ,:::- "... + :��: ',':: 4,14w �J . .­ .. ­­ , i - DESIGN FLOW-55 GPOISTE SERWD _­_"....'::.':::::::::*::: :......... .._..:.'�"d Lr":".:::::::::::: �j::�:�� I,�:;:,, _ '��.�.._­_ .. ... �.......�. .. �...­ /I , ), � : cl P\f -110 GPO SYSIDW FLOW ...._­..., - ..: . - -*.'l.*.'.`.'. . 0 .. I I.......... 2 VIM SERVO PROP.1250 _ __,� _�.1.1.1.1.1 : ,'.7.'. / i e � _ .::.,­ ­­_ , m\ . . .- ��..........l......: ,A&iw -::�.,,%­* sew*r-w TA .- --.-.-�---.-.-.I.-� , . : _`.*,".�.%_.,'.,::,_ ..w_�'.,...I..... DESCH TO 200 GPO �....... ­":, ... .'.'.'�'.',-�:�'.�.'.'.'�l.-.,:.:; ,,.., i NDRY I ­�,' � ..., , - -� ..I��:,.,::..:._+,_.._,.: I : . CONC ­.. ..... :,.�.,.:.:.:.7.' _. , SEP71C TANK-1000 GAL PfMAST CONCRETE CENTRAL FACT & 40P.CENTRA FACILITYSANTIARY . ftii.,..".,,.,..,-.,.�.:,,...�..**-��.%*�..,.,--...-__ A �_/. .�:%,3�,-:::K:�:�i-� _w. / I . ./:.._..?l..__................ '.7�_ ,. .1'.�i".,:., '.'. __%,.'l,.`,_,:�` I 1 1 TANK 2 1700 GPO I . �, I ­­­­ _.... ._��l W20 %'ll: T ....... .......�....: '.'.' .1 / FIELDS, .,. ­ __ "`�'�"..'..­-...., _ !��.. / I I I I YLDIEK.jttff _. 1. .�-'.'.,.'.'.",�'-'.'.,.'.,.�.."'.I...... ........�......�...._.i. r.16& �� l."'.", -1..."', .._... �.- 1700 GIRD 10 / to .tAl *�., ....­­­­ ._................ I..... . .-�....... -�-.�j--�,-.---.---.-.�.-..:�...,'. --A LEACH FIELD-22'MaE OPIN-BOTMAI CHUBERS , , "' ,,,_'�I�:­�*..........:."'...::::::::::::,:::,..:-".:�::::::::,. I ­.,..":_ I_-... ­­...I.....I...I... I . ; . .. �-_':."­ "".L'�l'��+l�"����'���".��-.., � I .. ,�___ I --./ (2)ABSORPTION FIELDS . :,.1 ..­ --:�,---�........��-, �*.., .1. --:, I ,.,-_��__ ."."._.,.,. I ADS ARC-24 OR EQUAL � .. . .. ... , I.- I '.� It S-5 . ­ . I PROP.1 , :. -: -1 .. 't ,:.:, -, ' il L, " __ WIN(6)TRENCHES OF I Pita . .....11... - : ;:.........�.... " ; DESIGN PERMATIGH RATE-1-5 MIN,4N , . . �........Y-.,,, .1. � � CONC SEP71C TANK 221,WIDE OPEN-BOTTOM ",__ '. .­­.::.,'.,.�9_..'. .... .1 . I APPLICATION RATE-t.2 GPOIS' C4-"- ­---­­­.. .­­ .. ,,, , � I` I.... ; - .......... ­....I ...­ --,\ ,:,*, .. " , *­­...... ­, .. -3 CENITAL FACILITY A LAUNDRY � _............. .-.:�:��i.-:.:.:.:-*.-:.:.]..,.-�..,..�.. -,1.._-._. . - CHAMBERS AT 60'EA. 10.I�vI. .,.,.-* :"..�: :,-,"::: .*.,.*.*.,. TANK I OF 2 IN SEXES I . � .....�. PROP.12"Had. PROP.3W,D.10,110HE L 2'WOE TRENCH LENGTH REQUIRED 84 LF GHEET 8 OF 9 __ 360 IF EACH FIELD,720 LF TOTAL INV.!2.171.6 � - ,� - ..� .,.,...... .'�,,�,.*.",.,.,.,".,..,.,."...".,.,.,.,.'.", ..': I . 7.7.1.1 - CULVERT,0 IF D(FILTRAT[ONTRENCHO"TA) - -/-' INSTAU(2)TRENCHES AT 50-LONG(100 LF) i. 1: * � : � , , � ( I � /� f �� I , I I , x � .�.............I.... . ... :.%%'./.. - ,�� _,, ,,_�-.'.11 .'.'�. . I , 1 1700 GPDSYSFfM FLOW OFADSARC-24OREQUAL - - :: , I __ 11 1p - .... .., �...�.... INV.I=17LS . � : � �i 11 � .. . VW.2=171.2 . � - �I� � ­ -- . .--. .. -_ I- ­ - . �­---- � DWG.NO.475C5 I � � �! I � . � � I : I I I I . � � I I � � � . - � I : I� � - - I I . - r I � � � -1 � � ­ . � r I I 11 I � � I � . , ;� ­ � I - . . 1, L I r, � I _. i3 . � li � I I : , I 'T THOROUGHLY COMPACTED SANITARY SEWER WATER LINE APPROXIMATE POLYETHYLENE EXTENSION r0 GRADE WELL GRADED GRANULAR GRAVEL ROAD OR 4' FINISH GRADE WiH TAMPER RESISTANT ACCESS FILL TOPSOIL,STABLI SEED 3 ESTABLISH TURF � COVER 2'M!N.DROP 8ETWE€N INVERTS p SUGGESTED 12' INSTALL POLYLOK - 12'MIN,COVER 7PL-122 FILTER SUCH THAT IT iS _ ''` ` \ MAINTAIN 3' READILY REJfOVABLE THROUGH ", _.__._ A COVER WHERE 12 MIN COVER _ ACCEPTABLE EXCAVATED TANK ACCESS COVER 45'BENDS TVP. POSSIBLE MATERIAL OR SUITABLE DISTRIBUTION BOX 18'MW J �BACKFlLL-SAND BIDDING 1 UNDER AND AROUND PVC PIF 4'PVC-SDR-35 �-• 2'°. . .. —L �-CENTER FULL LENGTH OF I INLET J 4'PVC SOR-35 1 SEWER SECTION (} g 2•MIN. WATER PiPE SO JOINTS (COMPACT TO 95A1 STANDARL LIQUID LEVEL , [[ ARE EQUIDISTANT FROM 12'- i2'{-/ PROCA7R) U3 MIN.SLOPE - t ,- L SEWER PiPE 1/4-PER FOOT MIN SLOPE qtr SANITARY SEWER 1/8'PER FOOT BAFFLE (- 76' 18$6N USE SPEED LEVELERS 70 ASSl1HE� 45°BENDS TYP.� 4'PVC SDH-35 WATERTIGHT SLEEVE _ ALL OUTLETS ARE AT EXACTLY - 24'PLUS NOMINAL PIPE DIAMETER a- 2X MIN SLOPE C>i • THE SAME EIFVATIQN _ AND SEAL(TVP.) " LIQUID DEPTH 4'PVC SOR-35 SOLID HEADER IRT GRAVITY SEWER DETAIL 17- 30'MIN PERFORATED TRENCH PIPING 118• _ PRECAST CONCRETE SEPTIC 60'MAX PER FOOT MIN SLOPE - - - - - _ NTS LINK,52E PER PLAN I - - Il MINIMUM 2X W107H WATERLINE OFFSET FROM MAXIMUM 4X WIDTH INSPECTION REQUIREMENTS ORIGINAL INVENT 4 X 4 P.T.POST + EACH ON-SITE WASTEWATER SYSTEM SHALL BE i1VSPECTED BY _ k _ - 10'MIN. 10'MIN. _ SEPTIC TANK NOTES THE TOWN OF QUEENSBURY BUILDING DEPARIME r ANo. THE H- ALL UNITS SHALL COMPLY NTH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH _ - - _ _ - AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT DESIGN ENGINEER. - - _ -PLAN- HOSE 81B ALL STRUCTURES SHALL BE PLACID(AN FIRM, COMPACT SANG GtAVEL BASIS WHERE Ex1STING SOL SYSTEM COMPONENTS TO BE INSPECTED INCLUDE:`IVAIN SEWER - - - - SANITARY SEWER-'\, CENTER FULL LENGTH OF WNDIIICNS ARE UNSUITABLE,CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE LINES INDIVIDUAL SIZE SEWER LINES AND CONNECTiONS, SEPTIC - - _ _ - SEWER PIPE SO:X11NT5 ARE vt z z BASE EQUIDISTANT FROM WATER MAIN <, iL, TANKS PUMP STATION (AT MAIN FACILITY), DISTRIBUTION BOX SP71C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR AND ABSORPTION FIELD OA7ERALS I - C) O 4i H-20 WHEEL LOADING A SPECIFIC RECORD DRAWING SHOWING LOCATE S, DETAILS - - "- - - ANTI-SYPHON BACKFLOW - p O� `•� c< o PREVENTION WATTS.9N ALL JOINTS MUST BE SEALED NTH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED PIPE ROUTINGS AND STIES SERVED SHALL BE P(EPARED FOR - i� t�1'. - BEFORE RAClffRITNG EACH SYSTEM INSTALLED AT THE FACILITY. - - - _ _ \ c w U SEPTIC TANKS SERVING LEACHING BEDS SHALL BE DUAL COMPARTMENT: 18'MIN. THOROUGHLY COMPACTED, OUTLET FILTERS SHALL BE MONITORED AND MAINTAINED ON A REGULAR BASIS SEE MAINTENANCE PLAN. _ _ .. j - -,- - WELL GRADED GRANULAR - - i� w t� v+ SEPTIC TANK DETAIL MaiER/AL 112• WATER LINES L tz Q- tr o `, 24'PLUS NOMINAL PIPE DIAMETER 41 NTS WATER LINE WATER LINE SECTION ~�--EXTERIOR IE'ATHERPRO<X=JUNCTION BOX (IF NECESSARY), SEAL CONDUIT CAS TIGHT. SANITARYIWATER CROSSING DETAIL POLYETHYLENE EXTENSION TO INSTALL COIIROL PANEL IN HOUSE ALL ELECTRICAL GRADE NTH TAMPER RESISTANT WOW TO BE!NSPECiED BY A CERTIFIED ELECTRICAL NiS ACCESS COVER. INSPECTION AGENCY PRIOR 70 START-UP OF PUMP STATION. INSTALL FLOAT SWITCHES TO OPERATE PUMP AND -- _ 'I _ JHORIZONTAL SEtMER/WATER LINE SPACING NOTE <- �CLEAN GRAVEL OR STONE MAINTAIN LEVELS AS INDICATED / - 12't COVER 1 - 4 - FOR SUBSURFACE PARALLEL WSTAUA71CNS OF SEWER AND WATER UNES DISIMBunON BOX 2'MIN.DROP TANK NOTES - f _ BETWEEN!INVERTS 10-FEET MINIMUM OF HORIZONTAL SEPAHAnON 1s RE(Xfl1�D. _ ALL UNITS SHALL COMPLY WIN THE - ;.-_,, I � z•"�w. - SYSTEM INSTALLATION NOTES c �4 WRIER LINE V _ REQUIREMENTS ( THE NEW YORK _:. "p"_ _. :'. .t ..\ - .� - - - CONSTRUCTION SHAU BE AS SHOWN ON THIS DRAWING AND IN ACCO40ANCE - I I 1'OR LARGER a a SLATE DEPARTMENT OF HEALTH AND , '"-. ...'. i` - - - SHALL 8E (7F PRECAST CONCRETE AS 4•PYC SDR-35 TRANSITION TO i _ - NTH THE NY.S DEPARTMENT OF HEALTH INDIVIDUAL NIX/SETIO!.D SYSTEMS AND . MANUFACTURED BY UTOPIA ENTERPRISES EFFLUENT SEWER BALL VALVE, ONE PER PUMP 4`OUTSIDE OF / - .. ASTM F481 INSTALIAIIOW OF INERWOPLAS11C PIPE AND CORRUGATED TUBNVC IN OR EQUIVALENT. U BOX J{ SEPTIC TAMC LEACH FIELDS IL_II Q) + MIN SLOPE_ _• INSTALL VALVES AND UNIONS SUCH ,( ALL STRUCTURES SHALL 1E PLACED ON 1/8'PER FOOT THAT EITHER PUMP CAN 8E - -2`SDR-9 fJAFF1E _ _- AFTER IXCAVADON Off'2-WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS _ - U FIRM, COMPACT SAND OR GRAVEL BASE. - ISOLATED AND REMOVED WITHOUT HOPE FO2CEMAIN USE SPEED LEVELERS TO ASSURE - AND FLOIXR O'EACH iRENCPf SHALL BR CLEANED AND RAKED fN OBAER 7D - ^T-�/ - +- WHERE EXISTING SOL CONDITIONS ARE - REQUIRING PIT ENTRY ALL OUTLETS ARE AT EXACTLY - LOOSEN SMEARED SECTIONS 1RENGf. - - - - TYPICAL PICAL WATER SUPPLY CONNECTION - �-s UNSUITABLE; CRUSHED STONE SHALL ITE' THE SAME ELEVATION/ "•I" - . co PLACED AS NECESSARY TO ACHIEVE A - . - - - (NTS) W STABLE BASE FLOAT SMiCHES-INSTALL INSIDE PUMP 4'PVC SDH-35 SOLID HEADER TO PLAm(ENr OAS'(RUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL �H ALARM/LAG ` '„ O _ PiT IN LOCATION ACCESSIBLE WITHCWT PIT PERFORAIED_ABSORPTION 80 PIPING, BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE SP77C TANKS INSTALLED IN TRAFFIC PUMP ON 4. ENTRY - - - "1/8'PER FOOT MiN SLOPE - - - - AREAS SHALL BE OF EXTRA HEAVY OPAINED SOLS AND WASTE'MATERIAL IN AHE"STONE AND PTFE COVSINUCTIOL DESIGNED FOR H-20 LEAD PUMP ON \ Q _ PUMP STATION NOTES - - - THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT WHEEL.LOADING VOLUME OF DOSE \ -1-112'SCH-40 PVC PIPING SEAT-ALL TANK OPENINGS WATERTIGHT. _ "_ - CONnNUOIUS GRADES WITHOUT SAG'S, HUMPS SEPARATED JONTS OR 07HER F•`� \ Ir N07E INSIDE WET WELL THRWCHH UNSUITABLE CONDITIONS PIPE SHALL BE LAD WIN HOLES DOWN IN ALL CASES All. JOINTS MUST JOINTS SEALED WIN PUMP(JFF '�. U .; WALL PROIUE AND INSTALL UL LISTED PACKAGED PUMP C(NNTROX. n_ a v BUTTL SEALANT. JOINTS BELOW THE PANEL MIN VISUAL AND AUDIBLE ALARM. 'INSTALL DUPLEX - ✓ ' LIQUID LEVO MUST BE 7ES7E0 BEFORE_ 16'MIN. GATE VALVE ALTERNATING,DEMAND DOSE CONTROL PANEL INSIDE LAUNDROMAT --- ALL DISPOSAL FIELDS SHALL BE GRADED 70 Sial RAINFALL AND DIVERT r'- BACKFILLING _ i-1 e" ! IN ACCESSIBLE LOCATION AND PROVIDE LOCK ON PANEL"'NS - SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. - THREADED CAP SEWER NOTES .,_ .<:,... ::. ,•...•�/.....',�'' ':. - -REDUCING TEE POINTED,DOWNWARDTALI 3 GRAVITY SEWER PIPE SHALL BE PVC, MIH 1'BALL VALVE THROTTLED TO .IN HOUSE POWER CCO%ANE WITH_MANU/F TiX7ER'S RNS7Rt/CTIGIS ' _ - HAS00 INSTALLED.OT USE HEAVY EQUIPMENT MTHIN THE ADSOQPROY AREA A£tER PIPING 1• SDR-35 CONFORMING TO ASTM D_3034. - BALL-CHECK VALVE.]:::.' `LOCO GAL PRECAST ALLOW TRICKLE DRAIN BACK INTO :- _ Q - _- '-. f4£TTAQ.L .-- .. :- _ - _ CODE(NEC•)REQIA�REMENiS�` - - - - - - _ - - -THE :, CONCRETE PUMP TANK - F ANHt.-NARIINAL ELECTRIC,.- .. .- TTITS SYSTEM IS DESIGNED FOR WRIER CONSERVING FIXTURES-ANTIIS NOT - - _ - - ..DUPLEX(9)(2) I , :. - 2. GRAVITY SEWER '°MAINS,.,FOR;=._THE ` PUMP CONTROL AND FLOAT LEVELS• 70 BE INSTALLED TO t - RESPECTIVE_SE"WER GROUPS TO BE 4 �-O EFFLUENT PUMPS UNION(2)-LOCATE SUCH THAT DESIGNED TO ACCOMODATE"EXTREME WATER,USE OR EXTREME ORGANIC LOADING = _ _ _ � () ALTERNATE PUMP DOSING AND TO PROVIDE A 250 GALLON DOSE - - f - - PVC SOR-35 WiTH :A 2X MINIMUM' t UNION CAN BE DISCONNECTED AND PER ABSORPTION BED. q DEVICES SUCH AS.L1OUZTt TYPE SPAS fIt GARBAGE GRINDERS -- _ - - - SLOPE. EACH PUMP REMOVED ITHOUr TANK - PUMP STATION DETAIL - ENTRY PUMPS 70 BE GOULDS MODEL 3885 KE07H 23OV, SINGLE PHASE: - _ ROOF, FOOTWG.CARAG& CELLAR AND-SURFACE WATER DRAINAGE MUST 8E - - - - _ - _ J. IF 2X MINIMUM SLOPE CANNOT BE r 60 G'PM PUMP AT JO FT IDH. - _ "EXCLUD_ED FROM T_HE WASTEWATER SYSTEM. - - - 4'PVC RISE = MAINTAINED DUE TO FINAL SiTE 'CC �•• 1 NTS j TO GRADE GRADES, 6' PVC SUR-35 TO BE +C 7+C VERIFY FROSTING ELECTRICAL SERVICE PRIOR TO PURt7HASING PUMP. THRS DESIGN IS SUERECT TO STATE AND LOCAL APPROVALS - - � � � - //" - 4 AOAPTER RTi7NG 1-45'OR 30'BEND INSTALLED, NTH A 1X MINIMUM SLOPE. � IFREQUIRED AS REQUIRED 4. INDIVIDUAL 517E GRAVITY SEWER LINES WYE 45- _ TO BE 4' PVC SDR-35. WITH A 2% OR,60'„\ 1 MINIMUM SLOPE ) APPROXIMATE POLYETHYLENE EXTENSION TO GRADE POLYETHYLENE EXTENSION TO GRADE 11 5. A CLEAN-OUT IS TO BE PROVIDED AT FINISH GRADE �WTH TAMPER RESISTANT ACCESS COVER APPROTIMATE WITH TAMPER RESISTANT ACS COVER- FLOW I THE TERMINUS OF EACH SEW"MAIN. /J FINISH GRADE -- . 2'MIN DROP EN TS OVERFILL TO ALLOW ER 4 �T' ' '� FOR SETTLEMENT SEW TERMIIV USf CLEAN-OUT DETAIL I 4 MIM TOPSOIL OVER F !2'MIN COVER : 12'MIN. COVER - - - 4'7EE-BAFFLE - O - ENTIRE ABSORPTION FIELD: NIS e^ I! RIM- -BACKFILL l! 4'IEE-BAFFLE I SEED&ESTABLISH NRF BACKFILL FREE O� a °L �° � i t g .� ._� 12 MIN - ({/'STONES O4ER 3' z iQ a ° ';JOUTLET 2b �4'PVC SOR-351; `/•. { . . � COVtR / L € V s a INLET 4'PVC SDR-35 2-LIQUID LEVET INLET _ 4'PVC SDR-35 I,_ SECURELY AFFIX WATER 'TIGHT '4 9£N g )m s ITN. SL(TPE _ 2'MIN 9. _ - LIQUID - OUTLET _ - ' _ CAP TO ELBOW AND ATTACH WITH -�3B��i;3eo�e "PER FOOT _ } NTN.-SLOPE ... -..- _ _ _ 6-12' _ 1/4'PER FOOT MIN. SLOPE COVER ' TI �—CHAIN OR 07HHER RETENTION /(t 16' U DUAL COAIIAR7M� f-- EiAFFLE--�_ SDEVICE TO IGN TO BE PLA PREVENT LOSS OF CAP. J 18`MIN. BAFFLE 0 1/8'PER FOOT 24'iRFNCfi WfDTN t WATERTIGHT SLEEVE 18'WN. REPLACE CAF AFTER USE' AND SEAL(7YP. WATERTIGHT SLEEVE U SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY 6•MIN AND SAL(TVP.) CHAMBER -� - THE SAME ELEVATION 45'ELBOW LIQUID DEPTH 4'PVC SDR-35 SOUD HEADER iO 12yH GIH LIQUID DEPTH 60"MAX PERFORATED TRENCH PIPING 1/8• 30'MLN 1250 GAL PRECASi� PER FOOT MIN SLOPE- t O - 60'MAX CONCREM SEPTIC TANK 1500 GAL PRECASTJ 1N SERIES CONCRETE SEPTIC TANK MINIMUM 2X NOW 22'CHAMBER MOTH — '`, GRAVEL MAXIMUM 4X W0711 I MINIMUM 2X W07H i OPEN BOTTOM CHAMBER TRENCH SECTION I MAXIMUM 4X W07H NiS W 4-PVC \' SEPTIC TANK NOTES ", -. .:..:, ", • \ ~ ALL UIATS SHALL COMPLY MIN THE REQUIREMENTS OF INE NEW YO4I - - - - STATE DEPARTMENT Of HEALTH AND SHALL BE OF PRECAST CONCRETE AS - - - - 4'MfN. TOPSOIL CVEK ENTRE ABSORPTION FlET_D: - - - - O MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. - - SEED 6O ESTABLISH TURF _ y ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRMEL - - VAPIES BASE, MAX EQSTNNG Sar.CONDITIONS ARE UNSUITABLE.CRUSHED STOVE SEPTIC TANKS IN SERIES DETAIL rBACKFILL FREE OF SHAD.BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE NiS - - I / STONES OVER 3' - 45'ELBOW—� INSTALL A TRUE SEPTIC TAWS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY _ _ '- - •./ :!�, '� ��c - - - WYE IN FLOW DIREC710N CONSTRUCTION DESIGNED FOR H-20 MEET.LOADING - - - - - _ _ SEWER TO SEP71C 'b Q ALL JaNIS MUST RE SEALED MTN BUM SEALANT. JLYNIS BELOW THE _ - - - - MUST 1171 BEFORE BAf7fF1 12'MAX TANK AND DISPOSAL LIQUID LEVEL BE 7E5 LLNNG - - r-! - U E - - _ - - 6'MIN. - - G4 4 y \y - =L ra b _ a 4­: (I Id - - - 12'CHAMBER E 45'ELBOW--�� HEIGHT =_ _= =_ _= _- -- == __= __ = __ _= == BENDS AS NECESSARRY SEE ABSORPTION BACKFILL TOF'SOl SEED k MULCH AFTER FiNAL_ ABSLYRPTION TRENCHES __ ___ __ __ __ _ __ -_ __ -__ ___ -_ ___ ct R TRENCH SECTION AND GRADING TO ESTABLISH TURF _ - 22'WOE OPEN BOTTOM CHAMBERS: __ -_ -_ -_ __ _ -_ __ -- __ _- ___-_ - - •`"� E � a ARC-24 OR EQUAL _ == INSTALL FlTiTNGS TO ALLOW USEA(E OFA 'SNAKE'FOR vi 6 PR�7LEFORDETAILS - - F - - .=_ -- ,_ _ __ __ == A 'v 6'TYPICAL LENGTH h NUMBER O -- =- -- -- -- -- C=a ��-- TRENCH SPACING `( TUTU 2' TREK P :•. -LEVEL_`" CLEANING OF LATERALS � � a I { I (((/ TRENCHES ER PLAN M a p / 22'WDE(TPEN'-BOTTOM GRAVELLESS CHAMBER_ W a B R TRENCH PROFILE C SEWER CONNECTION ., 30 ? CHAR TYPICAL W C NNE g , i._ : t , t OPE BOTTOM BE CH - o N NTS DOfiOr JAMM,tiY42014 , ScWw Ali Wf71@ ABSORPTION FIELD SECTION NTS i l3FEEr 9 OF Q ! DWG_NO.47568 i I t SOILS TEST PIT DATA SOILS PERCOLATION TEST DATA WASTEWATER DESIGN FLOW CRITERIA TP-1 -91412014 BY.• T NACE,P.E.-NACE ENGINEERING PT-1 - 1013112014 BY. NACE ENGINEERING PT-4 - 1013112014 BY. NACE ENGINEERING PT-7- 1013112014 BY. NACE ENGINEERING SITE SEWER GROUP I SITE SEWER GROUP 2 SITE SEWER GROUP 3 SITE SEWER GROUP 4 SITE SEWER GROUP 10 WITNESSED BY. M.SHAW,P.E.-NYSDOH STABILIZED PERCOLATION RATE. STABILIZED PERCOLATION RATE: STABILIZED PERCOLATION RATE. 1000 GAL SEWER GRP-4 ABSORPTION FIELD SITES 201, 203,205,207, 209,211 SIT-ES 202, 204,206,208, 210, 212 SITES- 213,215,217,219, 221 SITES- 214, 216,218,220 SITES 245,246, 247,248,249,250 0-7" TOPSOIL 1 MINUTE,30 SECONDS PER INCH 4 MINUTES, 10 SECONDS PER INCH I MINUTE,20 SECONDS PER INCH PRECAST CONC. SITES 214,216,218,220 DESIGN FLOW - 55 GPD/SITE' SERVED DESIGN FLOW - 55 GPD/SITE SERVED DESIGN FLOW - 55 GPD/SITE SERVED DESIGN FLOW - 55 GPD/SITE SERVED DESIGN FLOW - 55 GPD/SITE SERVED 7-22" FINE SAND&MEDIUM SAND&SOME LOAM SEPTIC TANK GRP-4 4 SITES-220 GPD 6 SITES SERVED - 330 GPD SYSTEM DESIGN FLOW 6 S17ES SERVED - 330 GPD SYSTEM DESIGN FLOW 5 SITES SERVED - 275 GPD SYSTEM DESIGN FLOW 5 SITES SERVED - 220 GPD SYSTEM DESIGN FLOW 6 SITES SERVED - 330 GIRD SYSTEM DESIGN FLOW 22-80" MEDIUM COARSE SAND,SOME STONES PT-2-10/3112014 BY: NACE ENGINEERING PT-5-1013112014 BY. NACE ENGINEERING PT-15-1013112014 BY: NACE ENGINEERING 4 SITES-220 GPD (5)TRENCHES OF SEPTIC TAW - 1000 GAL PRECAST CONCRETE SEP71C TAW - 1000 GAL PRECAST CONCRETE SEPTIC TAW - 1000 GAL PRECAST CONCRETE SEPTIC TAW - 1000 GAL PRECAST CONCRETE SEP77C TAW - 1000 GAL PRECAST CONCRETE 800 TOTAL DEPTH STABILIZED PERCOLATION RATE. STABILIZED PERCOLATION RATE: STABILIZED PERCOLA TION RATE: 22"WIDE OPEN-BOTTOM LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS LEACH FIELD - 22" WOE OPEN-BOTTOM CHAMBERS 4 MINUTES, 15 SECONDS PER INCH 1 MINUTE, 1 SECOND PER INCH 2 MINUTES,5 SECONDS PER INCH CHAMBERS AT 20'EA" ADS ARC-24 ADS ARC-24 ADS ARC-24 ADS ARC-24 ADS ARC-24 TP2-91412014 BY: T NACE,P.E.-NACE ENGINEERING ADS ARC-24 INSTALLED DESIGN PERCOLATION RATE = 1-5 MIN/IN DESIGN PERCOLATION RATE = 1-5 MIN/IN DESIGN PERCOLA71ON RATE = 1-5 A41NIIN DESIGN PERCOLATION RATE = 1-5 MINIIN DESIGN PERCOLA7101V RATE = 1-5 MIN/IN 14 WITNESSED BY. M.SHAW,P.E.-NYSDOH PT-3 -1013112014 BY. NACE ENGINEERING PT-6-1013112014 BY., NACE ENGINEERING APPLICA77ON RATE= 1.2 GPD/SF APPLICATION RATE= 1.2 GPD/SF APPLICA71ON RATE= 1.2 GPD/SF APPLICATION RATE= 1.2 GPD/SF APPLICATION RATE= 1.2 GPD/SF a _ 0-81 TOPSOIL STABILIZED PERCOLATION RATE STABILIZED PERCOLATION RATE: STANDARD 2' WIDE TRENCH LENGTH REQUIRED 138 LF 2' MDE TRENCH LENGTH REQUIRED 138 LF STANDARD 2' WOE TRENCH LENGTH REQUIRED 115 LF 2' WIDE TRENCH LENGTH REQUIRED 92 LF 2' WIDE TRENCH LENGTH REQUIRED 138 LF :4 !� 8-20* FINE SAND TO MEDIUM SAND, TRACE OF LOAM 4 MINUTES,55 SECONDS PER INCH I MINUTE, 10 SECONDS PER INCH 25% REDUCTION FOR 22' WIDE OPEN-BOTTOM CHAMBERS 259 REDUCTION FOR 22" WIDE OPEN-BOTTOM CHAMBERS 25%REDUCTION FOR 22" WIDE OPEN-BOTTOM CHAMBERS 25%REDUC71ON FOR 22" WIDE OPEN-BOTTOM CHAMBERS 25% REDUCTION FOR 22* WIDE OPEN-BOTTOM CHAMBERS 20-56" MEDIUM SAND REDUCED TRENCH LENGTH REQUIRED = 104 LF REDUCED TRENCH LENGTH REQUIRED 104 LF REDUCED TRENCH LENGTH REQUIRED 86 LF REDUCED TRENCH LENGTH REQUIRED 70 LF REDUCED TRENCH LENGTH REQUIRED 104 LF W cq NOTE-PERCOLATION TEST NUMBERS CORRESPOND WITH TEST PIT IDENTIFICATION NUMBERS W 56-92" MEDIUM FINE SAND WITH SILT MINIM1000 GAL (6) TRENCHES AT 25' LONG INSTALLED (5) TRENCHES AT 30' LONG INSTALLED (6) TRENCHES AT 20' LONG INSTALLED (5) TRENCHES AT 20' LONG INSTALLED (2) TRENCHES AT 20' LONG & w 11 MOTTLING AT59" (3) TRENCHES AT 40' LONG INSTALLED Z 'g PRECAST CONC. a SEPTIC TANK GRP-10 SEWER GRP-10 ABSORPTION FIELD 8 -4 TP,3-91412014 BY, T NACE,P.E.-NACE ENGINEERING ADMIN.- 6 SITES-330 GPD SITES 245,246,,247, 124 4"D.LP. WATERMAZN .. . .. . WITNESSED BY. M.SHAW,P.E.-NYSDOH 248,24.9,250 (TYPICAL) 0_9N TOPSOIL .. . . . . . 6 SITES-330 GPO 9-19" MEDIUM TO COARSE SAND,SOME LOAM (3)TRENCHES OF 19-29" VERY FINE SANDY SILT 22"WIDE OPEN-BOTTOM 29-35" MEDIUM COARSE SAND&GRAVEL CHAMBERS AT40'EA. 35-94" FINE TO VERY FINE SAND &(2)TRENCHES AT 20'EA. . . . . .. . ADS ARC-24 INSTALLED 21 TP-4 -91412014 BY: T NACE,P.E.-NACE ENGINEERING .. ... . . . . . . .. . . .. .... . . WITNESSED BY.• M.SHAW,P.E.-NYSDOH TP 0-6* TOPSOIL 6-22" MEDIUM SAND,SOME LOAM #15 . . .. . . . 214 22-28" MEDIUM SAND ... .. . . . .. . . 28-45" VERY FINE SAND Mae- a VERY FINE SAND WITH SILT 45-65" c� 65-90" CLEAN GRAVEL 000 W 000 TP-5-91412014 BY.• T.NACE,P.E.-NACE ENGINEERING14 :z* WITNESSED BY.- M.SHAW,P.E.-NYSDOH 24"CPP V=171 (j u ct: '.V: 0-6" TOPSOIL 213 .1 6- 18" FINE SAND WITH LOAM INV=171.51 A'� 18-36" VERY FINE SAND WITH SILT,BLOCKY Uj � Lu Lu Iz 36-84" COARSE SANDz u- C) . . . . . Lu TP-6 91412014 BY, T NACE,P.E.-NACE ENGINEERING 1000 GAL . . . . . .. • • PRECASTCONC. . . . . . . . . .. . co WITNESSED BY: M.SHAW,P.E.-NYSDOH IL ct SEPTIC TANK GRP-3 Eu 0-5N TOPSOIL .... ... CL CI_ CIL S SITES-275 GPD . . . . .. . 5-24" COARSE TO FINE SAND WITH SILT Lr) 24-54" COARSE SAND 00 c0 (0 SEWER GRP-3 loop,, 54-72" FINE SAND ABSORPTION FIELD 0) � . 5 TP-7-91412014 BY. T NACE,RE-NACE ENGINEERING SITES:213,215, INV=171.24 WITNESSED BY. M.SHAW,P.E.-NYSDOH 217,219,2215 SITES-275 GPD 0-2" TOPSOIL (0 U) 't n N 0 (6)TRENCHES OF z 2-12" SAND WITH TRACE OF LOAM 12-42' COARSE SAND GRAVEL 22"WIDE OPEN-BOTTOM 24"CPf' 42-82" FINE SAND CHAMBERS AT 20'EA. ADS ARC-24 INSTALLED TP-15-91412014 BY.- T NACE,P.E.-NACE ENGINEERING WITNESSED BY. M.SHAW,P.E.-NYSDOH 0- 16" GRAVELLY SANDY FILL . . . . . . 16-23" LOAMY SAND INV=172.04 . . . .. . .. . . 23-36m MEDIUM SAND&GRAVEL I " . TP#5 36-60" MEDIUM COARSE SAND ... .. . .. . . 60-83" FINE SAND ansomm ­ . / . L6 . . .• . .. . 0 CO ry n 0 n NYSDOH CAMPGROUND FIXTURE COUNTS 000 Q) -4 TOILETS(2M, 2F) .. .. . . MINIMUM CAMPGROUND REQUIREMENT VW Z 1 HANDWASH FACILITY FOR EVERY 2 TOILETS .•. . .. . .00 ADDITIONAL REQUIREMENTS ry c c n 4-J 0 :3 SEWERED SITES-I M, IF TOILET REQD 2 c :3 0 0 FOR EACH ADDITIONAL 75 SITES AFTER . . . ..•. 0 0 cn c FIRST 25 SITES, WITHIN 500'OF EACH SITE '000, "00' WU) PROPOSED NEW SEWERED SITES 0 72 SITES-IM, 1F REQD (1 E4. PER 75-SITES) 3: MINIM- -"mom LTJ -.3 D x �i WOODS # 2 C) n (5 TOTAL TOILETS FOR CAMPGROUND REQUIRED TP -4 TOILES(2114,2F) c(D TOTAL TOILETS FOR SITES REQUIRED-1M, 1F Lij 0 W :3 TOTAL TOILETS REQUIRED-3M,3F cy 0 TOTAL TOILETS PROVIDED-3M,3F 20 HANDWASH FACILITIES REQUIRED-2M, 2F 208 . .. . . . . . HANDWASH FACILITIES PROVIDED-2M, 2F V.V In �0 FUTURE SEWER GRP-11 Soo V .. .. . . ABSORPT70N FZELD 0 ... .... . . . . . .. .. .. . .. SITE 255-272 > 10 SITES-M GPD fy Q) too .. . . . . . .. . . .. . .. .. . .. .. . (8)TRENCHES OF 22"WIDE OPEN-BOTTOM 0 . . . .. .. ... ... . CHAMBERS AT 55'EA. SITE SEWER GROUP 11 248 ADS ARC-24 OR EQUAL 268-PHASE 11 ... .... . .. . .. . .. . . SITES 251 DESIGN FLOW - 55 GPDIS17E SERVED . ... .. 18 SITES SERVE - 990 GPD SYSTEM DESIGN FLOW SEP71C TAW - (3) 1000 GAL PRECAST CONCRETE . . .. .. (1.5X DAILY FLOW) < .. . . . . . 1000 GAL PRECAST CONCRETE M H!MfflNg PUMP STATION �F 8 V��g INADUPLEX PUMPS IZ88 ' 9 1000 GAL GAL PRE CAST CONC, 2.017 LEACH FIELD - PIPE-IN-STONE ABSORP77ON TRENCHES PhIN am 0 . . . .. .. . . . . SEPTIC TANK GRP-1 . . . . . .. . . . . . DESIGN PERCOLA77ON RATE = 1-5 MIN/IN 5 SUES-330 GAD APPLICATION RATE= 1.2 GPDISF . . . . . . 2' WIDE TRENCH LENGTH REQUIRED 413 LF H is SEWER GRP-1 0 . . .. . . . bo oft V . . .' ' I 'L: . I 1 .1 1 INSTALL (8) TRENCHES AT 55' LONG (440 LF) ABSORPTION FIELD oft 1 9, 0) 201,203 .. . .. .. . . . . . . .. . . SITES. 205, . . . . . .. . . . . 207,209,211 6 SITES-330 GPD #2 . . . . . . .. . . . . .. . . . . . (6)TRENCHES OF Moo- 22"WIDE OPEN-BOTTOM MINIM . .. 2125 CHAMBERS AT 25'EA. ADS ARC-24 INSTALLED wobDtfD.1 AS BUILT JUN Soo OPY .. . . .. . FILE C MINIM 0 0 0 ... .. . 00 00 _j 04 N _C) ........ .. . . . . . . . . . C). . . . . z Z 0 . . . . .. . .. .. . . 41111 0 0 . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . >.. . . .. . ... . . . . .. . . . .. LIJ 4) INV.174.3 .. .. . . ..... . . . . . . . . . . . ....... .. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . .. . :3 .... . .. ... ..... .. z . . . .. . . . .. ... . . . ... . . . . . . . . . . . . . . . .. . . .. .. . N OF QU oft . .. .. . . . . .. .. TOW 0 Li .. . . . . .. . .. . . .. . . .. . .. . . . .... . .. . . .. .. . . . . . losol 10 . . . .. . . .. . . .. . . .. .. . . ry . .. . . . . .... .. . . .. .. .. .... BUILDING & :3 _0 D . .. .. . . . . . . . . ..... . . .. . . .. .... .. . . .. .. . . . . . . .... .. . . ... a cy .. .... ..... V) z . .. . . . . . . . . .. . .. . . . .... .. .. ... .. . .. . Reviewed B c .. . . . . . ... . .... . . .. .. .. . .. . . . . . .. . . . . . . . . . . .. .. Z :D 0 .. .. .. . . . . . . .. . . . . . . . . . . . .. . . . . .. . . .. .. . . . ... .. . . . . .. . . . .. . ... .. .. . . . . .. .... .. . . . . . . Date. Opole .*. . . . . . . . I T__ Ld MOO,- 01 . .. . .. .. .. . . .. . . . . .. . . . . c .......... . ... . . . .. .. . . . . .. M 0 (D 1000 64L SEWER GRP-2 z (N V) > ..... ... ... Ld (D .. . . . . ... ... . ...... ... (D PRECASTCONC, ABSORPTION FIELD 0 z (D -1-0 . . . .. .. .. .. . .. . .. c -0 V) . . . . . . . . SEPTIC TANK GRP-2 SITES:202,204,206, (J) 7- 0 0 0 6 SITES-330 GPO 200,210,212 O Lf) (/) 0 c x ry . . . . . . . . . . . 6-SITES-330 GPD L.Li N _0 _0 (5)TRENCHES OF 00 22"WIDE OPEN-BOTTOM F- ::D < _c S > 0+ CHAMBERS AT30'EA. < > 0 :3v -r -24 INSTALLED LLJ M < ADSARC 4-j LIJ (0 0) V) LIJ ...................... f ? uj Dato JAWAW 8j 2014 < ELEC 13 0 0- Scenereew m S- 4 SHMT 5 OF 9 DWG. NO. 475G8 S WASTEWATER DESIGN FLOW cRITERtA SOILS TEST PIT DATA SOILS PERCOLATION TEST DATA SEWER GRP-5 TP-16-9/4/2014 BY. T.NACE,P.E.-NACE ENGINEERING TP-18 -9/4/2014 BY: T.NACE,P.E.-NACE ENGINEERING PT-8-10/31/2014,BY.•-"NACE ENGINEERING PT-14-10/31/2014 BY: NACE ENGINEERING CENTRAL FACILITY BUILDING - SSE ESSEP.E. SDOH STABILIZED PERCOLATION RATE: J ABSORPTION FIELD WITH BY. M.SHAW,P.E.-NYSDOH WIT BY.' M.SHAW, STABILIZED PERCOLATION RATE: "E N 35 SECONDS PER INCH D D P - DESIGN FLOW - 18 GPD/SITE SERVED f ` 0-25 MEDIUM COARSE SAND&GRAVEL 0-80 SANDY FILL 30 SECONDS PER INCH 50 SITES SERVED - 900 GPD SYSTEM DESIGN FLOW SITES:223,225, PT-16-10/31/2014 BY. NACE ENGINEERING 227,229,231,232 25-27" FINE SAND WITH SILT 8-16" TOPSOIL PT-9--10/31/2014 BY.k"NACEENGINEERING STABILIZED PERCOLATION RATE: 5' 27-38" MEDIUM COARSE SAND WITH TRACE SILT 16-22" LOAMY SAND STABILIZED PERCOLATION RATE: "" "" 6 MINUTES 30 SECONDS PER INCH SEPTIC TANK - 1500 GAL PRECAST CONCRETE 1000 GAL 6 SITES-330 GPD " " - -- PT-17-10/31/2014 BY: NACE ENGINEERING '38-48 FINE SAND 22-60 MEDIUM SAND 25 SECONDS PER INCH-."_" . . LEACH FIELD - ADS ARC-24 CHAMBERS PRECAST CONC. (3)TRENCHES OF 48-74" FINE SAND WITH SOME SILT ` 60-72" FINE SAND WITH SILT PT-10-10/31/2014 BY: NACE ENGWEERING STABILIZED PERCOLATION RATE: INV I G9.12 DESIGN PERCOLATION RATE = 1-5 MIN/IN -- 22"WIDE OPEN-BOTTOM 5 MINUTES PER INCH APPLICA110N RATE= 1.2 GPD SF SEPTIC TANK GRP-5ENGINEERING'. - STABILIZED PERCOLATION RATE.• PT-18-10/31/2014 BY: NACE ENGINEERING / 6 SITES-330 GPD _ ."- CHAMBERS AT 45 EA. SSE E NYSDOH __ 30" CMP a TP-17 9/4/2014 BY: T NACE P.E.P E NACE EN STANDARD 2' WIDE TRENCH LENGTH REQUIRED = 375 LF [ ADS ARC-24 INSTALLED WITNESSED BY. M. SHAW,P. .- TP-19-9/4/2014 BY: T.NACE,P.E.-NACE ENGINEERING" 1 MINUTE 15 SECONDS PER INCH STABILIZED PERCOLATION RATE: .� - 11" N SSE . M. SHAW,P.E.-NYSDOH PT-11 -10/31/2014 BY: NACE ENGINEERING 1 MINUTE 30 SECONDS PER INCH g +; 25% REDUC77ON FOR 22" W►DE OPEN-BOTTOM CHAMBERS S O �- 0 LOAMY SAND WIT E D BY' PT-19-10/31/2014 BY: NACE ENGINEERING REDUCED TRENCH LENGTH REQUIRED = 281 LF �/� C s 11-25" SAND&GRAVEL 0-20" SAND&GRAVEL STABILIZED PERCOLATION RATE: ^ �, �- , STABILIZED PERCOLATION RATE: E o 25-35" FINE SAND COMPACT 20-28"ORGANIC DENSE SANDY 42 SECONDS PER INCH 30 W CV 35-72" FINE SAND WITH SILT 28-68" COARSE SAND LOOSE PT•12-10/31/2014 BY: NACE ENGINEERING SECONDS PER H \ ~ INC (6) ABSORPTION TRENCHES A T 55' LONG EACH �- [ •' _ ] v 11 OF ADS ARC-24 CHAMBERS INSTALLED82 NO MOTTLING 25"BOUNDARY CONDITION STABILIZED PERCOLATION RATE: �' z 9 I I G8 97 _ NV= . 15 MINUTES 30 SECONDS PER INCH a c ... ol 0 _; PT-13-10/31/2014 BY: NACEENGINEERING STABILIZED PERCOLATION RATE: \ 04 SEWER GRP-7 DS L J MINIMUM- , 45 SECONDS PER INCH ABSORPTION FIEL D - - MINIM W SITES:233,234, 235,237,239 23 5 SITES �-27 GPD z' .. . . .. . . .. �� - - INV_ I .9G 22"WI E OPEN BOTTOM . . .. . . . . . . .. . . . . . . . . .. . . �, OO TRENCHES OF : .. . . .. 'a CHAMBERS A ~�. . . .. .. ... . .. . o ,� ADS ARC 24 24 CPP . .. . . . . . .. . . . . . .. . . . . . . . . .. . . . W; , N- . . ;. . .. . . .. .. . . .: \` . .. 1000 GAL . . .. . . .. . . . . . . . .tiV . . . . . INV= I G9.14 PRECAST CONC. . . . . . . . . .. .. .. . SEPTIC TANK GRP-7, \ C� U) ti V �'. SITES 275 GPD o '� .'.'. .'. .. .. . . . . . 5 p W W W Q . . . .. . . NNMl 4f cn C7 Z 231 . . . . . . . / = ZCr_ Z Z vi SOILS TEST PIT DATA ....: ... .: • 2 / = ; wowWwowV) , ° / / / / / Q � zzZ � � o QD TP-8 -9/4/2014 BY.• T.NACE,P.E.-NACE ENGINEERING `� r / / / / / . .. W Z Z Z Z . WITNESSED BY. M.SHAW,P.E.-NYSDOHW 1, W W W 0-2" TOPSOIL sINV sas. . ... j / �. ..: 3 Q W W W 2-36" MEDIUM COARSE SAND :: :: . : : : : : . 36-75" COARSE SAND&GRAVEL Emil Cn o - . . . .. . . �low 236 * ti MOON TP-9-9/4/2014 BY: T.NACE,P.E.-NACE ENGINEERING :':' .':':':' '� " . : :: � � \ � W • 0 WITNESSED BY M.SHAW,P.E.-NYSDOH .. . : : :: : : : \ N N rn N Q 35 �, - PHASE ll \ o 0-2" TOPSOIL ��. c,. rn o 2-78" COARSE SAND : : . now O Lo d- n N O z TP-10-9/4/2014 BY. T.NACE,P.E.-NACE ENGINEERING .•. . . . 00. . NOT CONSTRUCTED WITNESSED BY. M.SHAW,P.E.-NYSDOH D "' : ' : :: 0-3" TOPSOIL too 3- 13" LOAMY FINE SAND 13-34" FINE SAND .. .. 34-41 VERY FINE SAND WITH TRACE SILT n 41-85" FINE SAND o . .. . . U NO WATER NO MOTTLING .. . Z U 228 TP-11 -9/4/2014 BY. T.NACE,P.E.-NACE ENGINEER Mom- "'NOMMI .. :: . J - WITNESSED BY: M.SHAW,P.E.-NYSDOH0 "' " " "" " ' 4-) - . 1 0-4" TOPSOIL ' � n O cn . .'. 0 4-20" MEDIUM SAND, TRACE LOAM ���. ". . .' TP #18 bQ . . . . .'.'. . y ( I\f 0 20-69" MEDIUM SANDMINIM. ` :'.'.'.'. .'. ..:.' O 3 NO WATER NO MOTTLING ' Tp: .; ...' ..: 9 .. . LLJ #13 ILI' �, ° G (� N TP-12-9/4/2014 BY., T.NACE,P.E.-NACE ENGINEERING40pmw mom, ti WITNESSED BY: M.SHAW,P.E.-NYSDOH : .. ,: � Q low 0- • 0-16' SANDY FILL _ IL o . .. .. .. . :..: . .. . . U O U 16-29" MEDIUM COARSE SAND WITH SOME LOAM ' W Z ai 29-50" MEDIUM COARSE SAND ANN,-: : . y �; ::: : : :: :: n R 50-72" MEDIUM TO FINE SAND ...... /'� `3 > 3 • 226 S � NO WATER NO MOTTLING .. . . W >; 1 �� ':':'..: . .': : : '. :'. :' ':': ' ':':' ': ' � 22.5 ' W 0 TP-13-9/4/2014 BY.• T.NACE,P.E.-NACE ENGINEERING �} `" " (� • • X WITNESSED BY: M.SHAW, P.E.-NYSDOH a � 0-74" MEDIUM COARSE SAND n. PROP.SEWER GRP-8 ABSORPTION FIELD 00' '. . . . z N CY PROP. 1000 GAL SITES:236,238, v -'-' TP-14 -9/4/2014 BY: T.NACE,P.E.-NACE ENGINEERING PRECAST CONC. W Q (J) o 240,242,243 WITNESSED BY. M.SHAW,P.E.-NYSDOH ' SEPTIC TANK GRP-8, ' : 5 SITES-275 GPD f- 3 0-60" MEDIUM COARSE SAND ' 5 SITES-Z75 GPD y o (3)TRENCHES OF Co 22"WIDE OPE O BO M 40' _ > O CHAMBERS A Q +, >� . . ti ADS ARC-24 INSTALLED ...•• •. . • � � �, . .. . WASTEWATER DESIGN FLOW CRITER A . . . . . . . SITE GROUP 5224. . .. . . . . ,225,227,229,231,232SIS N DESIGN FLOW - 55 GPD/SITE SERVED WOO D E C ..•- f 6 SITES SERVED - 330 GPD SYSTEM DESIGN FLOW oo' _ _ �_ � �" �' �y��dP SEPTIC TANK - 1000 GAL PRECAST CONCRETE MINN- oo _ _s LEACH FIELD - 22 WIDE OPEN-BOTTOM CHAMBERSAnne FUT.2000 GAL ..j. .. . . ADS ARC-24 o o , • G f ''-= i PRECAST c � �� DESIGN PERCOLATION RATE = 1-5 MIN/IN SEPTIC TANK I .1 F s APPLICA110N RATE= 1. . . 2 GPD/SF oho°ooE�u'as �:► TANK20F3, QNaz�F Uz = C 241 GRP-Il6SITES z=S� � 2' WIDE TRENCH LENGTH REQUIRED 138 LF �uGW • • • ��,•,•, , . . 7 i . . . 25% REDUCTION FOR 22" NIDE OPEN-BOTTOM CHAMBERS o e=w W„ u��o��-o= I FLIT.4" REDUCED TRENCH LENGTH REQUIRED = 104 LF 2PVC SDR-35 o=o o g . . .. ZJ EFFLUENT SEWER 16B (3) TRENCHES AT 45' LONG INSTALLED . 2 24 .. . . . . .. .. t 1 ' _ SITES- 222, 224,226,228, 230 . .3 . .. . . . DESIGN FLOW - 55 GPD/SITE SERVED • • .•.• .. t . . s .•.• 5 SITES SERVED - 275 GPD SYSTEM DESIGN FLOW -SEWER GRP-9 . .. NK SEPTIC TA - 1000 GAL PRECAST CONCRETE • .: _ _ = �, -� . : '� y � s . . . 1000 GAL _ �. .. . .. . PRECAST CONC. ::: ! ' I ABSORPTION FIELD LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS . . s _ SEPTIC TANK,GRP-6 ' 2 SITES 4110 GPD S . ADS ARC-24 PERCOLATION RATE = 1-5 MIN N G' , 5 SITES-275 GPD i vim. . . . o = ��„ �- ... . h ' ' ( TRENCHES /1 �. ,�o P = •� . . . . .. . . .. � .'. .' ) PRE 000 . . '. A PLICATION RATE i 2 GPD SF 22"WIDE OPEN-BOTTOM sEPn K 2' WIDE TRENCH LENGTH REQUIRED 115 LF SEWER GRP-6 . . = ` _ _ ... . ... 50'EA v s 25% 22" NA ABSORPTION FIElD S' ' . .. . 221 f}. G _ CHAMBERS AT O P-22 5 3, REDUCTION FOR DE OPEN-BOTTOM CHAMBERS C3 • • -AD REDUCED TRENCH LENGTH REQUIRED 86 LF SITES:222,224,226, N _ - _, ` 00 TA! . . . . INv s 25' LO 228,230 G (4) TRENCHES AT G INSTALLED ARC-24 v, ..... .....:. . . . �-1000 GAL SITE SEWER GROUP 7 5 SITES-275 GPD MINIM RONNIE .'. .'• • .'.' O PRECAST CONC. 8I (4)TRENCHES OF ' ' .:. . . G .. .. _ •..'. .. SITES- • •• � 233, 234,235, 237, 239 ,� #14 O ., • •• • , DESIGN FLOW - 55 GPD/SITE SERVED 22 WIDE OPEN-BOTTOM O SEPTIC TANK GRP-9 mmofti- 2 SITES-110 GPD 5 SITES SERVED - 275 GPD SYSTEM DESIGN FLOW d CHAMBERS AT 25'EA. DESIGN TO 200 GPD y ~�� ,�., , SEPTIC TANK - 1000 GAL PRECAST CONCRETE O - O ADS ARC-24 INSTALLED I "✓ jQ 'Z' 00 00 • 0 y N J N �L ADLEACH ARC - 22" WIDE OPEN-BOTTOM CHAMBERS cn i #8 OLA71ON RATE = 1- MIN/IN ° � � � DESIGN PERC 5 19 U P = >; >; . .. .. . . . '.'.'. . .'.-.- . . � A�PLIC - D � C� ATION RATE 1 2 GPD/SF 2" ..' .. - 2 WIDE TRENCH LENGTH REQUIRED 115 LF Z �" ens R J Z 0:� 25% REDUCTION FOR 22" WIDE OPEN-BOTTOM CHAMBERS vr : O W REDUCED TRENCH LENGTH REQUIRED = 86 LF / - . .. LLJ 3 TRENCHES AT 55 LONG INSTALLED D :3 a3 C1 C1: hU - SITE SEWER GROUP 8 c (!) Z SITES - 236,238,240,242, 243 J Ar 1 9 . LliDESIGN FLOW - GPD/SITE SERVED O 5SI7ES SERVED - 275 GPD SYSTEM DESIGN FLOW .0 W Z N SEPTIC TANK - 1000 GAL PRECAST CONCRETE N . FUT.1000 GAL f- O I Z CID r. y oPRECASTCONC y L) UCO = LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS C o (n o i GJ' ' ' SEPTIC TANK . . . - ADS - P Cf) w ro TANKS w N f-- ARC-24 ERCOLAT10N RATE = 1-5 MIN/IN W #I G . '/GRP-11 4 y APPLICATION RATE= 1.2 GPD/SF FUT. GAL Q•' ' . 216 + 2175 PRECASTCON� + Ld 0 (� =Of r 2' WIDE TRENCH LENGTH REQUIRED 115 LF � �_ Q) o -; STA TION 25% REDUCTION FOR 22" WIDE OPEN-BOTTOM CHAMBERS WIDUP EX PUMPS ...... Q = Q m REDUCED TRENCH LENGTH REQUIRED = 86 LF U = pglow = I 1 / S y r p (3) TRENCHES AT 40' LONG INSTALLED 0) O S 24•CFPH W SITE SEWER GROUP 9 OOL INV=170:51 K 6 y SITES Q Z U DESGN FLOW 25 5 GPD/SITE SERVED C I RF W 2 SITES SERVED - 110 GPD SYSTEM FLOW Data JANUARY 8, 2014 4INV= 70.5 0 a�.Cuv 1r�M� ... DESIGN TO 2 0 GPD ' J SEPTIC TANK - 1000 GAL PRECAST CONCRETE 1500 GAL PRECAST PROP.CENTRAL FACILITY SANITARY r.r� Z m CONC.SEPTIC TANK ABSORPTION FIELD 1 .. LEACH FIELD - 22" WIDE OPEN-BOTTOM CHAMBERS ADS ARC-24 CENTRAL FACILITY (6)TRENCHES OF . ' . . .. . .. . .. DESIGN PERCOLATION RATE = 1-5 MIN/IN S- 5 22 WIDE OPEN-BOTTOM INV.1 APPLICA77ON RATE= 1.2 GPD/SF CHAMBERS AT 55'EA. 2' WIDE TRENCH LENGTH REQUIRED 84 LF ADS ARC-24 INSTALLED :• 25% REDUC77ON FOR 22" WIDE OPEN-BOTTOM CHAMBERS BST 6 OF 9 REDUCED TRENCH LENGTH REQUIRED = 63 LF (2) TRENCHES AT 50' LONG (100 LF) DWG. NO. 47568