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SEP-0428-2018 � � w TOWN OF QUEENSBURY 4 zy j' 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 A . -- ,! Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0428-2018 Tax Map No: 226.19-1-27 Permission is hereby granted to: JONATHAN BODENHORN For property located at: 9 PINE TREE LN 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 Type of Construction Owner Name: JONATHAN BODENHORN Septic Disposal-Residential $0.00 Owner Address: 6 N Fourth ST Total Value $0.00 New Hyde Park,NY 11040 Contractor or Builder's Name/Address Electrical Inspection Agency First Choice Construction Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,July 9,2019 (If a 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 !ate.) Dated at the To Que bury 4e r..e`; y 9,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement s' • y . ► SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only " 742 Bay Road,Queensbury,NY 12804 Town ofQuecnsbury P:518-761-8256 www.queensbury.net Permit#: eP' O�2i5 - "2.()kb Tax Map ID#: 226.19-1-26&-27 Permit Fee:$ q-5 ; Invoice#: Olt, Lb Project Location: 9 Pine Tree Lane Septic Variance? Yes No Primary Owner(s) Jonathan Bodenhorn 1 ,—.. - Mailing Address 6 North Fourth Street,New Hyde Park NY 11040 \flII 11 ,,,,� �.,.�'ea 11,\ Phone & Email (347)580-3665 / jjacob83@gmail.com 1 iil I u if n a 'n1R i lUI 1 v••- g �u Installer/Builder First Choice Construction i it JV1w U v o Pj I _„ Mailing Address _ TOWN OF C�UEI�N �I�F��' Phone & Email Chip(518)307-9203 I BUii. iij �",,,- . Engineer (Hutchins Engineering a(- Q r l ► ax-f Mailing Address 169 Haviland Road,Queensbury NY 12804 Phone & Email (518)745-0307 / thutchins@hutchinsengineering.com Contact Person for Building&Code Compliance: Chip at First Choice Construction Phone: (518)307-9203 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? (circle one) 1981-1991 130 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 110 2 110 220 PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature Sand 1 Loam Clay Other Groundwater At what depth? >60" Bedrock/Impervious material At what depth? >60" Domestic Water Supply _Municipal ✓Well (if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: 5:45 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size gallons(min. size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ; Size: Alternative System Bed or other type: Clarus Fusion 450 ATU with 10'x 24'Absorption Bed Holding Tank System 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 and approved. The installed system must match the septic 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 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: 6 , i kf �----cG-4 1 ki DATE: 7/3 e ) SIGNATURE: 4,,,_ AG e-Atc- -I Town of Que nsbury Building&Code Enforcement Revised March 2018 zg 4, 3' t PECIFICA E. MATE�L E D CRUSHED STONE• EM AT " SHE " PER FOOT MINIMUM SLAP SY N BED AGG�p 1_1/2 WA NTH 1/8 p 1`�N QR O T MIRAFI .�.:` .. I ABSORPTI BE 3/4 VC. INSTALL IENCAtE MAP STONE IS TO ER PIPE R SCH-40 P ATION FABRIC, E i e CATIaN EF�uENT SEW 4" SDR.35 0 N,WpVEN SEPAR T MINIMUM SLOP LQ :042$'2015 PIPING TO B C OZ/SY NO 4" PER FOOT SITE LO*=A SEP E STING R1 4.s WITH 1/ PARTICLEs RE DENCE q ER TO BE ` ,. Ic TALL n FILTER FABR 40 PVC INS ' I iU SOILS. NO . < : 61g.1 2 Jonat>ha LOCAT N & SIZE EQUIVAI ENT' piPE SCHEDULE G IN -SITU o�f1� APP I SEWER " -35 OR TO EXISTiN " S TURF .:° goc!►enh ee Lane ,�eratlon XIMATE HOUSE 4 SDR RATE OTES LISH 4 e S Tp BE MATERIAL COLATION MATERIAL N AND EST AU 4r 9 Pin t�a� ev BED ALL SIMILAR PER W BED -ILL MULCH' esAden , COLONY SHAI•LO HAVE "SHALLO AR SEED' S R SHORE C UPPLY MATERIAR THAN 3" SEE EN¶RE BACKFILL A REQU{REP GRADE ' 22G, 19-1-32 ER S EATE VER ESTABLISH WATNO WELL) 22G.19- 33 GR pSpiL M TOPSOIL ° NOTES Ep TO ESTABREA �pF { �4" MINIMUM TE AS NEED TAPER a FILL TO — ----- --- IRS ACE MA FlLL AND SOILS- Mom, Y R` M1r PL l FIL�" SYSTEM N FIELD „SITU SO N BED' Oy� BED 1CS. PLACE p ABSORPTION ESTiNG IN-SITU ABSpRP RO MEN �- HALL ORGAN ROPOSE TE TO UCTIN Y FROM -4;,..•p Y ca a S OVING QF P N RA CONS7R TALL MUM dWa EM AREA TIO p ON pX1 ,a k '° _:- ,•A AFTER R ENTIRE AR PERGOLA PRIOR T 3, HORiZ DE AT A M R S D ;v �. A E N A E _;: TH 1 A TE .. _� S G '. L STING . VE D L ,, ',•, E A .... .. _ ,, .. , .. .f. r.... , F,. . . . P.:, U S f t .., .. k ..• 9 ,..' R .,.F. ''-.:}+; §+ =ii,ir LL OTHE }r T LA TH t {F .. .,..: ., .:. ., , ,t„ : r•;:;y:::.,+;;:f F il•:t.t!...,:;��i"i:i'A +' ...",3'�r�,'.,�',,,: 4 ,i :!l:3':':i,•! a':(•t 1 f , .- .,. .. , , I f , :..• _ S L P .. ... ,... .,,.:4....:... ............::: •:.d:.!',L•S':>:..:;i'::i:t. ..,.,,.;:L"i31:3i+L:•4:d.., W <•n .. ... t:..... .,t Y. .f,. ..,.�. � ....Iv.. .,t ....:.,..1 .,,s. _t. .-3. .: .,I,�.,�..�...r. Q.:,.. .,y,:::'•;.:r:.,;. ;.:: ,E,n,:��,:o-:rst H•�,,a::a:,.,•n,�!:-of ,. ., .. ... 5-. ..r .. < .. t.. .. :,.. :<..,I.. .I..i•,:.. .:.t7, •fii::G"�;,:�:: s•, A N D Z G s l.T %5 B v I } A i' a W t r.�'v S C E 7 IN CLUDING L..,. ., TH E Ala, ,.f r , t.. ,. ,. ,., t ,.. i ... n t , ,.,,., ,....t ....., .td :rn<• B L R A E P ,.. .. ... # , ,.. t., .,.r ,.. ... ...• ,. r 1 P TE = ,t•, E BED. .G!:;'�,:nw'°: :.`+,.�� Y. Y�v%fr,„N ;4A•4p8. � �V S 76 4 E 150.00 E O SIGN ' ; ' BAR, RTMENT ; - .... — \ _ HAW 1°3 SLOPE. EM � �`'"'... ,.,. E�V� N.Y• DEPa AND — — + Q A Y S"k'.p` M,�3t" #Ft aY ,`7Y f '`' S• p N Ip — — - rJ � 'S : ,Iltt PIPE THE TiC g,1 p \ S"r'EW TE NcE OM {'` E LOCpnpN coRpANCE WITHTHERMOPLAS x 24'L TP'2 10 P.L SETBIt�fC; ,a why \ `�' REBIDE 10 W BED & PT�t' '' zY "'�: �BEDROOM _ 110 GPD/B GPp ��ON ,}5,0 �pN RATE ' og'�`E�j RaWiNG ANp IN NSTALLp,T10N OF AND PRASSORP110N ;' ,, , ,� 3 CASTING w `� DESIGN FLOW FLOW . 22 CLARUS PERGOLATHIS D F48 WALLS n r, Y j DESIGN PROPO� 7 MIN/IN INSTAL. SHOWN °N MS AND ASTM QUIRED, THE QX ': C4tPONpLY IJr1Ep ,a• "` tnca p r� o Zy SYSTEM ENT TANK - BASED ON 6r �5 Sf SYSTEM ALL BE AS OLD S, FIELDS, PTHS RE OP pigT. B j --, M -SUit011 N t0' a o `� TREATM 8 GPO/SF, GPp/SF) 2 STRUC¶pN DUAL HOUS�H LANK PEACH BED TO THE AREASOF SOIL AND CARE j TBEO MINT Are feet co q 120 AgcpRP11 ARATION 00.1 t SCI" es to &WAGE ` A O 22p GPD)/(•8 CON HEAL iN SEPTIC 4, LpNG ABtO PLOOSEN SMEARED A A BE AS SHQ STONE AND MAP 0� o ELD 150 4 Air M DI IRED CORRUGATED TUBING , ODE X 2 ORDER SHALL IN E M 8E REM o :., Fl 0.3 1 ;.,,..K:.,:. :: r (tE pF 10 RAKED iN R FABRIC MATERIAL o j TO.T' ? ,�w� �`da y \ , t VATION AND ANp FILTER AND WASTE T ! I 240 SF TER EXCA CLEANED T ED PIPE ED SOILS S 01-HOU Q�y n 4' $ AF BE RA GRAINED DE VENT Chain t nk Fence \ j Of PRpp. EFFI- ' w Frame TO BE s N f F of ` $ 10i TANK & WELL WELL FLQOR SHALL CRUSHED STONE, PEUSION OF FINE GRA AIGHt CONTINUOUS LAID DWI HOLES Lands N I Mich j W��d a . . HOUSE SEE E5SARY LandHopper ' EMENTOF CRED TO aV01D INCL • t S o u S ST• S N , N�SITE WELL ETWEEN SEPTIC RP¶pN FlELD & ": A Doris0 B 0 PLAC ERGS MAINTAINING DNS PIPE SHALL Roper Q _ j NO , j:. ;:''.. , EX' LA( D Y IS TION ABS EX TED, ITI THE COLONY - �� o 1.., ;._; I REP s� \ TER SUPPL M SEPARA N BETWEEN SHALL BE APES INDICATED, SUITABLE COND AWAY FROM E C S 1 n # ; ;,., ,.; _.# ; � WA NIMU ATIO E GRADES UNS RUNOFF SHOR SUPPLY ° �; .. ;.: :, / ' ` LE MI R PATER ;� 1 P g I 0 S WATER WELL) MAINTAIN 5 p0, MINIMUM SEPA PIE SHOULD E LADA JOINTS. N R OTHER DIVERT URFACE 3 ` ` MAINTAIN THE PIPE S/ SEPARA RAINFALL ANDINSTALLED. fUENTTANKPN t ;..; j HUMP CASES TOSHED RAI BEEN iNSTAPROP• 1 )0 81 DG SETBgpt, •1=i , ; SAGS, F 4" AIR ONES j O p / r � o ` �I, C DATA DOWN IN ALL SHALL BE GREED AFTER PIPING HAS E INSTALI-AOR OF 2 . 3/ 1 tz sue" o f ITE cJ' 1•`' L FlEI.DS ON AREA UPON TH E WatE F PROP. ( � j 20 BLDG .� a wrote�" / + o ` ` S VELA piSPOSA BSORPSI ASED U EXTREM INSTALLATION O �QN SETBA z ..i I `� 12/21/1, L Y AND GRAVEL' ALL OSAL HELD. WITHIN THE a AppRO D B CCOMM�AtE THE INSTALL OVAL OF CLARUS TANK / Q- I ` o " TpP501 ND WITH CLAY DI EQUIPMENT GNEp AND GNEp TO A iPMENT, p THE APpR PROP. EATMEN TP 1 c j s` 0�3 " SILTY �QBBLE5 NOT USE HEAVY YSTEM iS pESi IS NOT DESI TREATMENT E�CON T 450 TR 1 f0 P;L SEIRACK „Shed: . 1 �` j ` 3,60 SOME pQ N NT S �M WATER IS E ~ 30" WATER 1REATMTURES. THE SA TUBS OR ER USE FIXTURES ED FROM 7H --. I o ._ S 76°03'S E ��`n / 225.00 �4n ` NpARY CONDI�ON ® TME A WASTE FlJACUZZI'T�ES OR EX �2EME WA MUST BE EXCLUDED v 150.00 IP� .........Zpr-L N`'76°0 n W 7PF`' chainu —_..._ v..._ ......._ v......... .._ BOUNDARY 32 VIDENCE WA1 SUCH FIXTU GE PAC E RES, WATER pRAINA AROUND K TO � ' J ` COMPACT GROUNDWATER FIXTU CONSERwNG TREATMENT SYSTEM. FACE WATER RUNOFF AR Ex�sT SEP QC CRUSHED, '`'`� J \ NO NON- TEWA�R AND SURFACE T SURFACE \ PUMpE REMO o 5/5/18 TOPSOIL WAS R - K SILT' DAM THIS GARAGE, CELLA ER Tp DIVERT . o -t`� " DAR SiLT L ORDER FlELD \ _13 BROWN CLAY FOOTING, TEM IN Asso TlON Ep. 0 0 " _ TAN WN S►LT AND ROOF, R SYSTEM, DE OF SYSTEM E ANDON �?j IF of a 6 M 13Ro TEWATE UPGRADE pgSTiNG TO BE p BRO)OMAI ri Lands NNew�tt AreSq• Feet 3 IU LOCO AP Cole O,Ot s :; p 136,50" _ MED WAS T DRAINAGE SCALE 'u� a LOCH �) Ni 225 Q•52t Aire ` F 0f Tax Part:226.19-I-22 G ® 45" ® 45" CONS,pTION FIELD' 7Fmber NY Lands eWitt MOTTLING CONDITION ABgOR OF &�qU Planter PRE, COLONY LY / Nicole W ` BOUNDARY t ut�Q1N Ip TES N!F of WATER W�L) 8 pERCa�TiO 5%5/18 C)P� y' I Lands Dalton j {N / m 8 ` P� ONDS PER INCH ,�� G SEW Y f' QVE John Y ` .. .�" ° $ Z `�' 45 SEC 4� T OF Z ON / ` SHORE COLONY r„ �� I 5 MINUSES �w ogP� s b,� p�'�1� & WATERSu o .... WELL) ._ I y RTY LiNE Q \ BUA Wed F3 ��m:.v (N "' ---- 1 Story UMMARY p PROPERTY cn ReVAe 1-27 Wood Frame S T z 6 19 House VARIANe Flap SETBACK z w P� * date: g-1'�6 & ENs� PR° s Z 3 ,,` _ ABSOR, REQUIRED g18 22Ej.1 a 1AW SO N T P, n 10 , PROPOSED QUES11:D RESIDENCE i.r` 5.1 EF' RE t0 RE s�'Q F TAX MAP ��s TER SYSTEM 9, O FIELD SETBACK 9 ,gyp E N �s p , 4• NG ;` :f:'S: A`TEA 1"-201 .- ': tA►/,�„� ABSORP¶REQUIRE[) EGHBORING ':... Yr SCALE LE E ;..,._.-.: ZD' REQU 05ED F'/6/18 NEIGHS �IG �jt.�'' 4p 12,0� EUEF RSEE,gA��O ALL UEp FOR PERMIT 5 f 111 n A P a0 _ 15� ..-, �?RA FIELD iS5 to 5 10 20 ABS'Iod REQUIRED D LTH APPRpVALAN 10 O F , "`I©� 1 ' PROPOSE ESTED CE C S�LU 10., ! OF REo RE- gpARD OF HEA SEPTIC vARi o�AL RE ydl)i" 201%,tn` fO1lov+irlgvate: Meet 2g.3 " AP ADDED LOCAL IS5UED FORevis1ons N �{' PPR ark f 5une, ush Mt �� M R T(' 11 A Q LI� G L l H A Y ��is4��"`�a M�_gv+ttzct.Mt.SaO ��REN INFORMATION NA�IAN & Q Y� 1 ��H� D OI fps y � ldt,Eezo ' Mpp R� RAY IN WE FOR JQ TOWN Of O � ` r: SOAR ob) vcs o A :Mrs Atn BASE SURVEY M • IN THE TY NEW N O• E Y M red fo Lv� I. OF A ENHpR A N WA props Bodenho metal W the Pu'p°ge Witbthc P'�f0sc pone CPU m iww ram' nor o�wise oonflr p0 B� WARREN 9, 2p17• O "09110`W°aldna of yfot ,-Sorg ETHEN pA SEp�A�EpNR FROM A`R �onath n T>"�e Lan �nty, NY {e. 1D/27/Zc1� 9 i Warr Da PORK AL INFORM OR TREYCT OF �OSbUry� 2 S'� is �'°�ad�an`tan of Pohcy>� ngof�vadartc�wild deviate tYte O of anyTownP 6t tthe aitsy1C85%V*00 R{{eet the 00-6 g dofllod' and 1 gonad of 11 ADDITION MADE F TO NEW 2• A SURVEY IN THE COUNTY, VJn of QIJ Scale. NO ED A��' ,g mF le of dte UA ,P found by die WARREN TO �t � uso MCEENSBURY/ER 26. 2017' he&ed:GTH 9 Havilon YR 12804 L'g� AN�R, � tc�-S We& ARK. pCTOB ED By* c ()ue ns- _0 07 phone So YAmw AGE DIS�Sp►L ,,,nts> of 3onatliat AppR� VNG TAR t�P "" ,ro��sthePb`at' tatA'��d BOTH MAPS PREP S e22 Drawn: JRS g 87451 O30g Fax TlGN N voRs n F11R�, 1 toot'� •�W Tep �,�' t5151 �45+ vas,*CNito d of t; D�Ws� %• iViee�in9 pO o. bZ $��,2o�BLv, 5 tea: '� Ste et'01"g 01 t V014 xW. any Nienv�t ea�7Pt° W ab $aly Su �Y� 06?job 'h JLI*,ie p�y�T)gY' h ofthese4u'redlo� ck OWU Cl 'Y �4 l�UMOLD r YgeFe<0ge apPlt 1361° aU►e m u�d2O of the cited1�' gy• M C IWO,) �- > �a S 1,tom a s+d°"h�of the 11 inliw � MAP ly°s, 1B-Wboo ��d lief S'EC00�D �pS.lonatbar ILO 'I OS01W fr,14Wbelocatcd' 1� gwatct lY�o ofQ b%O �nSfax ��iB� •-9� QJ118 the TO` of withd'e ;. from`Provisions of mite sa4tj0 sysr�`' t od lO,e 9�'Ctec>�� ci4rr and 1 scplace tbea ext!in1iW of tlG l 1� a!n 4„T` 21,and d b9 S 1 from aide Pr°P �1ieu of ib. of the 21b 191 tD f°twffi Ctctlr ' Tomm 2 12 from x snPP1Y a dis icy for itste'nev'+ and 9- 1D� ft fofQ000""- ontothcAdttot ° g dac that fteet inpots of Ydob°0�°g tfie R�'�'ed c°P5 of*0 l tcdat9 dtlo� aVabUcb 00..o ft ranch onptoP� �spfficrP'tb 0�1°'� �ti13O dais�tan�k �g As and 2t1 g ovay {mod all�"r" s 8ER v� tuti°u goo," '� offm n��MamdaY'1' it *at this a4PTO1be vatwoveq� 0ei s Office bas a L k 4a* 2 'Al who�"T)tP,�T" Ito SOD O,'V�� die�f�of tlFeat�dog"'" 'itEsl �ancts �fn the Woo ofelq tivc !S�►�eky' 1. VISA ! inlg62•? Z POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER FUSION CONTROL PANEL (NON-TRAFFIC AREAS) I i _ _ 12" MIN. COVER ' 1/4" PER FOOT �J 1/8" PER FOOT DISTRIBUTION MIN. SLOPE MIN. SLOPE -y BOX o� F._.�_ •.,I BLOWER " O 4" EFFLUENT SEWER ` BAFFLE USE SPEED LEVELERS TO .MIN. RISER AND LID ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVA71ON — 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, �--� CLEANOUT 1/8" PER FOOT MIN SLOPE li =- - TO DRAIN FIELD BUILDING ---.-- SEWER LINE AIR LINES J CLARUS FUSION 450 TREATMENT TANK (SEE DETAILS) CLARUS FUSION 450 TANK DETAIL ---- NTS MAINTENANCE CONTRACT NOTE FUSION 450 - TYPICAL PROFILE FUSION TREATMENT UNIT A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED FOR SEMI—ANNUAL INSPECTION AND SERVICE OF THE CLARUS FUSION 450 UNIT. 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF APPROXIMATE EXISTING GRADE WIDTH �---SLOPE 10' BED S1 0,E�.1 9" STABILIZED FILL MATERIAL . .._ I t R LOWER 1 ION ABSORPTION BED LINE 10'x24' CRUSHED STONE POWER ABSORPTION BED SECT CORD AIR LINE SCALE: NTS TO PANEL ADAPTER TYPICAL RISER CONFIGURATION CONDUIT TO I RED AIR PANEL LINE RUBBER ELBOWS AIR LINE BLUE AIR BLUE AIR TO PANEL LINE z LINE 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL OPTIONAL DECORATIVE ROCK CONFIGURATION AREA; SEED AND ESTABLISH TURF 24' BED LENGTH APPROXIMATE �O,E SLOPES EXISTING GRADE : , E , ,. : r a ,r .r .r s ,r. 'y'. .,r. ,r ,r ,d ,r ,r ,w, ,y.-• - 2. .. .- ... .... K.. SHALLOW BED-I 4" SDR-35 PVC PERFORATED LATERAL INSTALLED-j -FILTER FABRIC, TENCATE FILL MATERIAL NEAR LEVEL, IN BED CONFIGURATION MIRAFI 14ON OR EQUIVALENT ABSORPTION BED PROFILE SCALE: NTS TYPICAL INTERIOR CONFIGURATION FUSION 450 AIR PUMP DETAILS- NTS AIR PUMP INSTALLATION DETAILS N TS OF NEW YO U CIO w ul 2� �- 84 3/4 S�`O 't v 6 Q• OUTLET LIMIT OF 10'x24' --4" PERFORATED PVC LATERALS PROPOSED FOR S STONE BED INSTALLED NEAR LEVEL IN DISTRIBUTION BOX N BED CONFIGURATION —4" PVC EFFLUENT ALTERATIONENGINEER I OF THIS SOA VIOLATION CUMENT COF NYS EDUCATION �wEPT BY A LICENSED PROFESSIONAL INLET OUTLET i INS SEWER ... ...........: ........ . �- � ✓`-.<%` f �-./f.�, {�', f �'.4..•:f^. 7..,.. ..f" f f� ",:.-1 f"4„F:w\F'.+�\ ti f�`{, .f F{ �.: >:5:..'i'ri:::S`:',,;:S:f.;_i:..:,•'ry....:':>`5:`_i:;3i�.i.7:.. ;: ;:3;..✓',7:...,:._•. :;5:. '.'.7,..::'_ NOTES: >.. . ': 1 ADDED LOCAL BOARD OF HEALTH APPROVAL - ISSUED FOR PERMIT 616118 f _...•;.r.s...f♦: ,.E. A . : €.�":.f� .�y'-;.{.t�;f t\f F ,;.� f.. .,,,,.f r • a p a i, 3:..��.�`._'S:r..':.�h..Wz_' .:;. f:j',:i...✓LS;�✓.,r•...:: :...:....,..:..,>,. :.:7r.�: :'.. :._::..5:..1,,. ,. t° 1) DIMENSIONS I AND E ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. 1U `.f5,..7 z 0 " ISSUED FOR SEPTIC VARIANCE 5115118 2) THE OVERALL HEIGHT DIMENSION H IS TO THE TOP OF THE NARROW :✓"7:.y..."f' ..`f;%..`,� ,f`Y`..,;.;/ ,, .�';`. ✓-,c ,,;. :�.' ,�:. r,�,� ! !::ate "•� , ,. ADAPTER RING, NOT THE RISER LID. _ No. Revisions Date C e- A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE -' -" ' -- ' """ """"' -- 3 �. PURCHASED SEPARATELY. WASTEWATER SYSTEM DETAILS .f'.. fa:. fin"+..r!' _f' ..C.,..?'" ..4 C' d`' f-`,.A' ! .d. ..f>. .f: 4.•;, 5.'"..9-"`.4,."`' ,Y.u.. J41 EXCAVATING DIMENSIONSfor SYSTEM L w H I E l 24' X Jonathanprepared FUSION 450 17'-1" ' SW 1 5'-2" ' 4'-1 e I S—.10" Pine Tree Lane Dig Safely. ABSORPTION BED PLAN Now/York SCALE: NTS Town of Queensbury, Warren County, NY ■ ■Wait The i B h You Dig FUSION 450 - DIMENSIONS & EXCAVATION DETAILS Dawn: FRS Checked: GiH I Scale: NOTED Date: 1012712017 R egiWnd Time ■Conflem U011ty Response 169■Respect The Marks NTS .o�rrM care aw an Road r� $D■�2■?962 518) 45- NY hone 291174-01-S2 80 (518) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fax Onsite Equipment, Inc. P.O. Box 6265 Syracuse, NY 13217 • , • 315-254-6891 am km MAINTENANCE/SERVICE AGREEMENT FOR CLARUS FUSION Project Number: 172-2018-102 Owners Name: Jonathan Bodenhorn Property Location: 9 Pine Tree Lane, Lake George, NY 12845 Owners Mailing Address: Email: jjacob83@gmail.com Phone Number: 347-580-3665 Term: 4 Years; 1-15-19 thru 1-15-23 Start Date: January 15, 2019 This Agreement will serve as acknowledgement that Onsite Equipment, Inc. (Onsite) will provide service on the Clarus Environmental, Inc. (Clarus) Fusion enhanced treatment unit at the above referenced property. Onsite will perform annual scheduled service checks of the Fusion for four years or until the first pump out is required. After this term, the owner must subscribe to the inspection and maintenance program. Applicable regulatory entity may be notified if the agreement is terminated at any time, regardless of the reason. Onsite will check the Fusion for proper operation and notify the owner of any deficiencies that need to be addressed. The cost associated with additional items including replacement of parts, pumping out accumulated foam/sludge or site grading is not included in this agreement. Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the Fusion Owner's Manual. Owner may transfer the benefits of this Agreement to any purchaser or other person who acquires the property where the fusion is located. Onsite is not responsible to redo any service checks delayed or prevented as a result of limited access to the site, no electricity at the Fusion panel, or as.a result of an Act of God. Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the Fusion Owner's Manual.