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1.1 'w 1.1 WASTEWATER-SEWER\Set I'MDrahushuk-Replacement-Leach Field to Glen Lake&Lines-Force Main Septic Tank&Pump Station to Line Home-8-9-2I RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF MICHELE DRAHUSHUK RESOLUTION NO.: ,2021 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Michele Drahushuk has applied to the Local Board of Health for a variance from Chapter 136 to install a replacement septic system with its components proposed to be located as follows: l. leach field to be 5' from the south property line and 9.6' from the north property line in lieu of the required 10' setback; 2. force main to be 4.5' from the property line in lieu of the required 10' setback; 3. leach field to be 79.7' from Glen Lake in lieu of the required 100' setback; and 4. septic tank and pump station to be 2' from the foundation in lieu of the required 10' setback; on property located at 1 Chestnut Road in the Town of Queensbury, NOW, THEREFORE,BE IT w RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, August 23`d, 2021 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Michele Drahushuk's sewage disposal variance application concerning property located at 1 Chestnut Road in the Town of Queensbury (Tax Map No.: 289.13-1-5) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 91h day of August, 2021,by the following vote: AYES NOES ABSENT: SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ Town of n Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Approvals: Submittal: 1 (one) original & 8 copies of the completed application package Contact Information: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Property Owner(s): Michele Drahushuk Owner's Agent: Eric Redding, PE Address: 14 Berkshire Drive Address: 27 Grandview Drive Albany, NY 12205 Poestenkill, NY 12140 „r--- Phone#: (518) 416-1783 Phone#: (518) 929-7550 RECEIVED Email: thomas.l.windover@gmail.com Email: ericredding@hotmail.com tvS�URY cOFFICE Site Information: Site Address: Tax ID#: 289.13-1-5 1 Chestnut Road Directions to Site: Route 9 to Glen Lake Road to Chestnut Road Distance from well on property to septic system (if applicable) 79.7 feet Is it possible to install a conforming septic system on this property? ❑ Yes ❑X No If YES, please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ❑X Yes ❑ No If NO, please explain: Is the proposed system to be installed under a parking area? ❑ Yes ❑X No Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): 1) Leach field will be 5.0 ft.from south property line and 9.6 ft.from north property line in lieu of required 10 ft. 2) Force main will be 4.5 ft.from property line in lieu of required 10 ft. 3) Leach field will be 79.7 ft.from the lake in lieu of required 100 ft. 4) Septic tank and pump station will be 2.0 ft. from foundation in lieu of required 10 ft. Septic Variance Application Revised January 2021 v List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name. Frederick Munk Address 268 Glen Lake Road,Queensbury, NY 12804 Tax Map ID 289.13-1-4 South Name Richard Shuren Address 3 Chestnut Road; Queensbury, NY 12804 Tax Map ID 289.13-1-6 East Name N/A Address N/A Tax Map ID N/A West Name N/A Address N/A Tax Map ID N/A OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 1 Chestnut Road. I/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the lake may increase the risk of pollution. See list above for additional area variances requested. Owner—Print Name: Michele Drahushuk Owner—Signature: 4�N 4 � Date: - 2 NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:1 Chestnut Road.I/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the lake may increase the risk of pollution. See list above for additional area variances requested. Neighbor/Tenant—Print Name: Michele Drahushuk L Neighbor/Tenant-Signature: 4, '��� �F`«_ �"� Date: Septic Variance Application Revised January 2021 v PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location &dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features (street,steep slopes, lakes,wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: � ."ty iK+ii6itfirAr' —�v FLj IGfl.IXhit{ SG. `},}44 RR T 1 \•t �'. .' '.ter +i tll. o J'• t.. i f Oil m_ccW+sjao • `t, Septic Variance Application Revised January 2021 AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: Michele Drahushuk Designates: as agent regarding the Septic Variance for Eric Redding, PE Site Address: 1 Chestnut Road,Queensbury, NY 12804 Tax Map#: 289.13-1-5 Engineering Fee Disclosure: Applications maybe referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization-for Site Visits: By signing this page and submitting the application materials attached herein,the Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER—PRINT NAME: Michele Drahushuk OWNER—SIGNATURE: -C� ��9-� 4aS��yt DATE: c� AGENT—PRINT NAME: Eric Redding, PE AGENT=SIGNATURE: ` DATE: 7/20/21 Septic Variance Application Revised January 2021 TOWW OF QUEENS:URY 742 Bay Road, Queeusbury, NY. 12804-5902 Septic System Checklist Drahushuk Septic System-7/2/21 - 187-2021 Y. Plan to scale - 1"= 10' Y Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers.and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) Y All wells on property and adjacent properties shown- Lake Y Water line shown Municipal or well 10'separation to any part of system- 16.3' N ;Setback to property lines show 10'or more for any part of system-4.5' N Septic tank and pump stations 10' from foundation 50'from any'well/lake/wetland 10'from any waterline - Foundation: 2.0;WelllLake/Wetland: 51.5% Waterline: 18.2' N/A Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required.) Y Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each N Leech Field 20'from foundation 100'from any well 10'from water line Foundation:30.2% Well (Lake): 79.7;Waterline:46.3' N/A Seepage pit 150'from well 50'from septic tank N/A Seepage Pits 3-times diameter apart Y Septic tank and pump stations over 30 gallons 50'from watercourse or wetland:51.5' Y distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George N. .Leech field 10.0'from watercourse or wetland-79.7' N/A Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Y Provide Engineer/Architect stamp for bed or design systems N/A Department of Health Approval for all mobile home park new systems Flood Plain requirements 100-Year Flood Elevation: 77.51' (Assumed Datum)/ Y 2' above established flood elevation to bottom of system- Bottom of System: 94.50 (Assumed Datum); Elevation Above Established Flood Elevation: 16.99' Y. All tanks anchored or 2'above flood elevation- 100-Year Flood Elevation: 77.51' (Assumed Datum)/ Lowest Elevation of Tanks: 74.50 (Assumed Datum); Therefore,tanks to be anchored. 1. DILSTNNG CONDITIONS AND TOPOGRAPHY FROM A / '" a E„tt ;f LC PLAN BMW 'MAP OF A SURVEY MADE FOR 4;" THOMAS WILDOVER Nlr MK3ElE NOVA( DRAFNUSFRUK' �` x1 > sir PREPARED BY VAN DUSEN O BREVES MIND ;' '' _ r} , t , ' a�t ,ft " SURVEYORS DATED SEPTEaBER 11. 2020. L i, x, IL teS t xdc0 z I 1,' .� s °`_ '. ' t I L, ,I L 1 I L L L L L , , I , L ;" I I m t,u,y 2. SEPTIC SYSTEM DESIGtI BASE ON A 3-E1EDR0011 .° SINGLE FAIRY FIOIE. r: - , r � � t /, / _ ,:,' I ,"ILa t #, _ DISTANCES AS REQIlILiED BY THE TOWN OF � 'D r t�I RV ft* 3. COIN1RACiOR SHWA MINION MINIMUM SEPARAl10N ' ' i � QUEENSBURY ENG EERNG DEPARTMENT. ANY11 �" t v J. DIStREPANCES NOTED N THE FIELD WHICHN DEFIER FIST 307� FROM THAT SHOWN ON THIS PUW SHOULD BE � / f < 14: , REPORTED TO THE OFS i MO THE l � � ",6 < W'� Y, 5 J /� J eg' �', S y - 11 kYr,Ntp K • d TOWN QUEENSBURY ENG EERING DEPARTMENT I > . { : .<1 fY c, _ Tilt Ln ;J€ r d. f' ;° 11 19 ' r a �` ",' e ' ,. r s 11 \ , 7, 4. CONTRACTOR SMALL LOCATE HOUSES, BUILDNGS. �' ,u / " ;.r- . , - ry f ETC. TO MEET TOWN OF GARAGES, QUEENSHIIRY /" I f ( � / ,° , � I I BIMANNG CODES. s t > ; i'� Gte ti ciw xxe L 8 ,:a, 1 r= ° #nn&suites S�tfiaan t'eeserve 11 / 11x " i ¢: �`flttdets Of Laite, -' � <, � . ,"'�� > '� 9 _ S »^�.,. fi ;; 3,✓'✓<:,.w, d,:; "�wW,w LYE 5• SEPTIC SYSTEM LAYOUT SHOWN DEMO 611111IES r r' 11 ...,; F �:. - CONFORIIMIY TO THE TOWN OF QUEEMISRIRRY11 = ' "� ' I 11 f rAlk a= s,. STAMDAIiD9. ALL PRNOPOSED NaRlS111DNt5 TO THE 6` /� _ '--a n, o , ¢` ; SM SYSTEM LAYOUT SHNOWN ON THE ORAWILNGS - 7 � CL'l �� „ �,r. MUST BE SUBMITTED AID APPROVED BY THEI 11 b � r^' /" .r 1' , i l,/ t #1 k4"C)uttet /3 / r .._ �/ 1 The ettnleta et ENGINEER AND TOWN OF QUEENSBURY. .. t L �! 3 O°< f Ar! Laka I i Are , , '` �_. q 1. DRIHIONG WATER FOR SUBJECT PROPERTY SOURCE r.., t -< -__, Lai h. 11 . 4 Feet .. f I < �, �"::; , ,64 Sq 1 t I f AS WELL AS ADJOILMNG PROPNRIIES LS GLEN LAKE z t rn �. t 8 't S y1 IWjW r �x SOILS INNEM71110111 ,�" F ''"^�« I I ff1 0. C 'pC. }� ✓"d 1 /�4 j yr f/ `- � #- d- t �' _`tea ....'- '.l f " - r- ?a gY"' �_.., ' p r ' �� x. �� Jgy $ 11 f p e t fj i X I I F .E F I , & x n/ / , y:4Y '�>. '.2,o I Y j' d ff I I £ i d° j i tf d k 7 i i �` N .. '-�.// L* WITNESSED BY: FRMKLN CFAZEN 1 +s MEADE. f i ° s 5 ° _ ,y g ✓ P qq W r D�ANSION , r /1 aw TEST PT15 ! 1 I d ` � . f - T 4.s - 0 x Eft C, Y 14 , - ` 1 , 'I a 11nTG W . 2021 IWI TIIJ r C _ 4 .L ) ' d p " ' ti �- 1 s N � f , s i ,; MAY 16. 2021 (PERCOLATION TESTS O - t € M,�; �. . 7 - Q. d d 3 ' - g , t 8 - ,>' PERFORMEED BY: t _ERIC C. REDDILNG, P.E. ° _, O r` T adt 1 7 ° s fr V. t I ` r t �: / 0 DEEP TEST PITS d 7 J l j` �i b a 11 ' �` `s 3 r d ps > g o _: f 0 r._ t -w . LOCATION MAP /' r; d ., f d Pr € t TEST PR 1: .., =n. SCALE: NTS i _ :_ ; "� i t r" t g TOrx DEPnt s2 r 1 r ,-�-. { t: .' �< t I t t 1 0• - 6• TOPSOIL , f • a P s < f .. Etr a t P 1` � ; 6' - 24 - SANDY LO►All SOLE GRAVEL tE. / ;, i I ° _ , t .f ��. ---If ­_­_`A`'_'_ ` # _ , 11 • t - ;r I a �' t ,_-,°' 'F ..a_ L. .<.4, " a # € �. .mow. ? - � :- .� . 24 - S2' - SANDY 9011E GRAVEL AND *01 COBBLES % r i -- _`, I b' _' ; . - F'r LAM. s _. r,p ,,- \ .,:. w - r _ �.w �, ; � „ , � , - ., � r TEST PR A , �` y �,, � DOSING� 1. NOIISE TO SEP IC UN(: 4 NCH DNIEiER. SOLD 9C1®ULE � Oi11E]t Ti6Hi JON15, NIMBI SLOPE x NCH PER FOOT ASTiI 1131AL OEPTHk 52' ' 10 � 1.500 GALLON �` � 2N& .W= Wft TOWN OF QUFEINSHIIRY ENGIN Ei ING MART"APPROVED "a CO. OR LDUAL). SET ON A 3' BED 01' ' I f r I l SAND OR PEA STONE WITH COVER SET WITHIN 1Y OF FILIAL GRADE SEPTIC TMK SWILL WAVE MINIMUM UM, OWACITY AS SG 0• - 6• - TOPSOL g 1 \ l I1 j } f pUMp STATION f I ,' ram; LOAM. 3 t� # _ t � W k79.58 I " N "MINIMUM SEPTIC THIN( GPACRES•TABLE CONSTRUCTION SMALL BE PRECAST CONCRETE (SEAIN.£SS) 24' - Sr - 9AilOY LRAM. SOME GRAVEL AND COBBLES ' # t I ,I I I r" >L, Iw t Y i � W OUT.79.33 a - � g �° I I PIT 2 I ; ° r f-1 ' = = ?` 2• SEPTIC TANK i0 PUMP STAiiON 4 NCH DAMEIIA SOLD SCHEDULE 40, WATER TIGHT JOINTS, MINIMUM SLOPE 111,/4 NCH PER FOOT PERCOLATION 1F315 __ 11 #' # #t 4' 9CH 40 PVC ASTM 02886. PERC TEST 1: I 1 1 i ; 'i l ' , ' , 11 4` 1 3' �` 3. DISTRIBUTION BOX: TOWN OF QUEE NSEILM ENGINEERING DEPARTMENT APPROVED /�p CO. ORE�.' SET (IN A If 8ED OR' TOTAL DEPTIC 24 , . ..,,a ,)aK ,l E 1 ,t � � � / 11 / ,,n,, � � I xr � SAND OR PEA STONE WITH COVER SET WITHIN If OF FINAL GRADE RATE: 2 MN./Nlgi �._�--I'. � � � � � �" t I r i E `'t 1 t 0r,,.r& � � fI,) a ( t d $ ` a ,1' I ;` ? t I IAA GALLON SEPTIC TANK F - 8` c� sv 4. DiSIRBlR10N BOX TO iME FIELD LATERNS: 4' SOLD PiPE, TNGHR JOM�TS, HMI. SLOPE - 1/8' PER FOOiT (WC ,ISTM D2729) t I I' �TO tx a; ; PERC TEST �2: 0 T ry a s11 I3IEOSiNG NV N:79.93 f o' ti s TOTAL DEPIHt 24 i � ` ,- r 5A' R D " NV OUi79.88 ''� ti`i' f 5. uTERNS: 4 NCH DAMEiER. PERFORMED PLASM PPE. MILNIMIIM 1/32 NCH/FT, MAXNILIM SLOPE 1/18 MICH/I"DOT. ENDS GPPm. RATE: 2 WL/INCHI 1 ' I / , � � I'll '1` I / ` 4 I , , 4. 9CH 4o PVC / i' ASTM D2729. "TALL LATERALS LEVEL, ON PUMPED MD/OR DOSED SYSTEMS) '.,,� € *- f '""'' .•,_""' a y 's 4 j V : ' , """` r ' ; ' O •/FT MMM. � I f t ���.,-, `t ;`,� 8. STONE ENVELOPE' MIXTURE 3/4'TO 1-1/2' WASHED STONE. i ARIANCES.. f I /��1 )::-. :_.,;11 =t i7 . y 6 � # t, Lake 7. TRENCH COVER MATERYIL: EnHER: UNTisFJ►TED BUILDING 0001EXtIlE OR T]alW.. It / ' ils , 1. RELIEF OFF L�EIYryCH FFELD SETBACK TO PROPERTY j^ i Jj � � � 1 �11 o w H, � f, t - ' ' '` 'j,f _q� t 11 LINE IO` 11 2 RELIEF OF SETBACK 10 PROPERTY LIES OF 10' sCONSTRUCTION SAFETY t ,t. `° 411 v / --� _. '� OR MORE FOR TINY PART OF SYSTEM. 10' t { x ., 1. NO PERSON SHALL BE POWIED IN MY TRENCH OR SAINJIR DMAINTION WHERE HE WY BE ExPM TO SIDE OR BAN( FALL RE REQUIRED. 4,W PROPOSED. t i / ' I 4�3• t r OR CANE-IN UNLESS PROPER SAF�NAR6 FOR HIS PROTECTION HONE �1 PROVIDED. i 1 _i= $ I RELIEF OF LEACH FIELD SETBACK OF 101Y FROM t' < t w' �__ /° 2• WHEN A PERSON WORKS N OR FREQIIENTS ANY 1RDICH OR EXGWIATION FIVE FEET OR MORE N DEPTH WHICH HAS SIDE SLOPES 1UA'IER000RSE OR WEILA D. 100' RlEAUNi£D. 791 � �� °�` APPROIMNTE LOCATION ��./ STEEPER THAN ONE FCXRi VDRIIGL ON ONE FOOT HORIZONTAL. SUCH SEES SHALL BE PROTECTED WITH SHEERING AND SHIORNNG �� r j OF DQSTNG HATER LINE : j f �/f/� ;�%// 3. SUCH SHIEETNG MD SHNORNIG SYSTEMS SHALL 8E N CONTACT WITH THE SIDES OR BANS OF SUCH 11iENCFN. PROPOSED. b �a , , ` 4. RELU OF SEPDC 'RANI( AND PLI P STATION i 1-1 c-' � � /7'�� t g ` 's 7 __4 /' T9.T 4. ANY DOCA1IL1110N IN SAND SLT CLAY LRAM OR 90L WHICH HAS SIDES MORE TWW THMNDI. FEET BUi tESS i j � REQUIRED. 2.0' PROPOSED. 10' �.� �- �� ; L'I'l _�� �r� � 51.5' � THAN FIVE FEET N DEPTH SHALL BE PROVIDED WiTH SIDE BANK PROTEMION• ' �' , t t 1 I r i _ ? `' 1. ELEVATIONS SHOWN ON PLAN ARE BASED ON AN ASSUIED DATUM. / .- I I , �"- 5• fXGLR70 WITERAL AND OTHER SUPERIMPOSED LOADS SWW. BE PLACED AT LEAST 24 INCHES BACK FROM THIN: EDGES OF ANY �" .t. �,;:, � � � ��"` � 2. THE WATER LEVEL FOR GLEN LIVE: IS 398' AMID 1Hf 100-HEAR FLOOD 11 i ELEV1111TION IS . OPEN DXCAVATION AND SHALL BE PILLED SO THAT NO PART CMI .,t ' 11,; I ' 1 sLDf. ROLL OR FAIT Nro THE E)OI'JWNITION. � .. 3. THE WA1lR LEVEL SURVEYED ON 9/it/20 WAS 71.51 (AS'SINfD DATUM). 8• SUCH 24 INCHES MAY BE REDUCE F THE EMPLOYER INSTALLS A BARRIER OR SMMIAR REINING DEVICE TO PFIEIIENT DOCAAITED OR 11 X//���,%7/% I THEREFORE, THE 100-YEAR FLOOD ElE 71ON IS 77.51 (ASSUMED DATUM). PLID WTElW FROM FALLING MO THE EWAR7 O L ��/;�-1, • 7. WHERE NO WORK IS BEING PERFORMED NMI OPEN UNATTDa1DED DOGWI 710K WHICH HAS SUBSTANTIALLY`VERr1X SIDES MO 100 SITE, UTILITY AND GRADING PLAN THREE OR MORE FM N DEPTH, SUCH DOCIWW 70 SHALL BE EFFMWElY GLARDEA ON ALL OPEN SURFACES- SCALE: 1" = 10' 8. SUCH PRORDCRION SHALL CONSIST OF A FENCE, ENtIRER OR SAFETY RAILING. 9. AN AL79 MM K GUIIRDNG MAY CONSIST OF THE DITENSION OF SHEET MI NG TO A HEIGHT OF AT LEAST 42 1:10 S ABOVE THc GROLI D. GRADE OR EM NAIENT LEVEL - - - - - I MUM SEPTIC TANK 1 10. N LIEU OF SUCH 6lARDILNI,, PROTECTION WY BE AFFORDED BY SUEISTANIIAL COVERING NSTALIID OVER THE E'CHPJIMIATION• BAHTU I I I CA PACITIES 11. SUCH COVERING SHAM CONSIST OF NO. OF 1-1/2' PRECAST 1. OMRIEUTIM BOX TO BE PROVIDED WITH IIAL A PLANKING AT LE49 2 INCHES. I BEDROOMS GALLONS CONCRETE BAFFLE PRE-FABRIGiED SPEED LEVELERS IWD 2 1�ppp 7 1 I LEVELED USING WATER. i1.c. F1 5TRE1lG1HEXRERIOR GILNiDED R'111WO0D AT LEAST 3/4• INCH THICK. OR. 3 1.000 4 DK ASTM 026Q6 2 Ob9RBltTIDN BOX SWYl BE MINER TYPE 1t.d• WHERE iT S POSSIBLE THAT MOVEMENT OF VEHICLES OR OTHER HEAVY EQUIPMENT WILL TARO: PLACE OVER THNIS COVERAGE, THE ,I IPVC FROM SEPTIC TANK �, COVERING SHWA BE SUFFICIENT shim M 10 WITHSVAD SUCH LOADW ABSORPTION FED REMMM&NRS 5' - 4' � � ,. 11 � I � 1) 4 1.250 1, DE51GH CASE 4 (NON-1RiAFFIC) OR APPROVED EQUAL DISTRIBU IM BOX PERCOLATION RRIITEE NUMBER OF BEDROOMS 1OTl1l TRENCH TRENCH LAYOUT 4'M SOLD PVC FROM ABSORPTION FIELD � , i I FROM . 5 t.500 NUMBER LATERALS REQUIRED FOR LENGTH RBgLNREME?NT D-BOX 70 TRENCH PPE INVERT I BI�DNG THINE PROPOSED SYSTDrf. 24'x2,C 18'x24' I I SEPITC SYSTEM DESIGN! FOR A 3 BEDROOM. SINGLE FAMILY RESIDENCE. DESIGN FLOWS WILL BE BASED T1: 1 LF 0 9:0001 T1 - 99.00 1 I 1 s 1-s MN/W 3 138 41RE)NCFES O 36 LF 13: 14 IF 0 14.93X T3 - 97.00 �-I -� SEPITC TAN( CN'ACITY SIALLI 3. TOP. 80TTOM AND SIDES ALL 1} THICK UPON THE USE OF NEW STMDIARD fD(TLXiES Nrq.LJDILdG: 1.8 GPF (MAX) TOILET. 2.5 GPM (MAX) FAL)CET T2: 7 LF 0 15.57X 72 = 98.00 AN ADDITIONAL. 250 GAIJAN - - - - 1 BE ,. �.,.1, AID SHOWERFEAD. _ PLANNED HOLE I ADDED IF FOOD DISPOSER IS I I 1 4• PIFE %00 TO BE SEXED WITH ASPHALTIC MATERIAL MUIVIALE'NT. T4: 20 LF 0 20.45% T4 = 96.00 NO FOORNG OR ROOF DRNNS, ETC. SHWA BE ALIAMIE TO ENTER THE SYSIE]I. 10' - 0" P & INVERT DEVA110NS ON ALL OUTLET 1. DESIGN FLOW: USING A DALY FLOW RATE OF 110 GPD/BEDROOM. (3) BEDROOMS x 110 GPD - 330 FINISIfD ADD EXPANSION COLLARS TO MEET PIPES MUST BE EQUAL TINE SLOPE OF GALLONS• FINISHED GRADE IF THE OUTLET PIPES BETWEEN THE GRiADE LOCATION DOCEEDS 12'FILL OVER SEPITC L,OCA� TOPSOIL. SEE OIS1RBUTION BOX AND DISTRIBUTOR 2. SEPTIC TAW CAPACITY: THE REQUIRED SEPTIC TAM( CAPACITY FOR A 3 BEDROOM IS A WATERnm DK GROUIND STATE AND LAIF.M SHOULD BE A' PER FOOT 1,000 GAL TANK. SEALLL' SURFACE 6. SPEED LEVELERS SHALL BE USED ON 3. SYSiEN DESIGN! BASED UPON DESIGN FLAW OF 330 GPD• AN ABSORPTION SYSU CONSISTIND OF (4) 12' MN /ii//\�/j`/i /i; , /��//'� /f /% // '/f\/ ' / ,' '/� /��/%//�'i>%/� p * ` . \ ` , ALL OUTLET PIPES, AND LEVELED USING 35 IF TWO`-FOOT WIDE 1ROICFIES AT 8' O.C. ME PROVIDED. �% DO'NISION IS PROVIDED ND COVER `/ .� / 4. (Eyl //,//%//%\/%//%\\//��! ',!� °��'`�° i\/� //�/f//� j/�f�° `` / i ( ( ) / / / / >! / �/\ % WATER NOT REAUILNED FOR AVOWS FOR THE PIJACEMENT OF 2 ADDITIONAL 35 IF TWO-FOOT WIDE TRENCHES. MN JOINT \\,\,\/.\ \\\� o.��\ �%\\�\``���\\\\\ \\ \\ 6�`� � �4: \ ) 3 BEDROOM CDNVENTIONAL SEPTIC SYSTEM �` �, ': " 4 , / /,/j \�/\`�/ `�, // \/ SYSTEMS //.,// /\ / \ /\ 4. SPECFTED MEETS OR DOCEEDS 75-AS AND IS BASED UPON DOMESTIC WASTN11TH7i 0. FBXNABLE LATERAL - INLET COVER TO BE SEALED COVER! DAILY FLOW SEPTIC TAN( WIDTH OF SPACING OUitET INLET INVERT FROMI WITH ASPHALTIC SEALANT RAC (p'D) SIDE O TIR7NCFI (HT O.C.) TO DOSING : 18` INN. Z•ABDAIE BUILDILNG 6' SUITABLE ON-SITE 1/1NL. LEECH �� OURET INVERT s' - IC MATERIAL FOR BAC!(FW.L FIELD. OR PULP BAFFLE 330 1,000 2 8 CHIAMMfR BAFFLES MAY BE SANRAMt' INVERT 4' - 4' 3' .11 USED INSTEAD TEE 4' - 8' 2• E]F1AT10N MAN OF SANITARY TEE 0o- OUTLET 8 OUTLET DIStRNIIIiION BOK (REFER 4' - O' MIN 16' MN, �_ FROM PIMP STATION TO PLAN FOR EXACT ORMM710N) LUM 3' 4' DA• ASTM PVC I MINFROM SEPTIC TAW 1' TO s' :fir r r �- 1 1/Y SOLD PVC B " ` > }c ^',. � ; r HNDPE SEALS FOR ., f CAP � SEPTIC UIN( AS MAMIFAC1lMiED BY MINERip , , , , d '- 3 `4' DNA. PVC LATERALS AND COMPANY OR APPROVED ELaIW. TAN( TO / ",. j -s ., . ,� ; -,z.�, /,--------------- ----------- BE ANCHORED PER MANUFACTURER'S SECTION VIEW 8'X18' OPENILNG 3' PEA GRAVEL OR \,` , ,`_, - `'' SHNRN( GROIR AROLIMO PIPES OF SOLID PPE SHWl�BE 4N REQUIREMENTS AND RECOMN�EtDI1110NS. CRUSHED STONE (NY500T TYPE 2) -- �ONCRETE SEPTIC TANK SUBBASE FOR LEVELING PROVIDE NON-sF Nc µ w I 167AUED FROM THE GROUT AND WAATER ---- �. ,, o�irILeLRTIDN BOHc. ---- MMr SCALE: NITS PROOFING 1/ / �; / %i DOSTttNG GROIIIDD ------ 24" DNA. WATERTIGHT HEAVY DUTY H2O TRAFFIC WET //\ / ��°�SE/C110N/VI`EW,\/\ / 4. �- SLOPP>r 18• BOOT tYR.-----� WET WELL DEPTH (1 DAY RESERVE 12• COMPACTED GRAVEL ASTM D2729 0 10 0 FT LOADING RATED) FRAME & COVER, (BARON j CAPACITY S E ATTACHEDRSEPTIC GET. BEDDING SAND OR PEA GRAVEL ------ ------------- 09% �, 326-1 OR APPROVED EQUAL. TYP OF 2 IIIIIIIIIIIINIIIIIIIIIIIIIIIIII; CALcu ATTACHED FOR STORAGE DISTRIBUTION BOX 1 DESI6M1 DATA TAB z SCALE: NTS • ' PROPOSED 1,500 GALLON PUMP STATION TANK K CAPACITY) DOSING CALCULATIONS 01T� AND SIRE. UTILITY C PE�IED PVC 1 10 SCJ1l.E BAR MANUFACTURED BY THE FORT MILLER CO. OR ;�, PRE Casr CONCRETE MANHOLE RISER To AND GRADING PLAN FOR ASiM D2729. TV. APPROVED EQUAL. TANK TO BE ANCHORED PER BE BROUGHT TO GRADE (TYP. OF 2). SYSTEM CAPACITY (3 BEDROOM): NUMBER AND LENGTH OF MANUFACTURER'S REQUIREMENTS AND QUICK DISCONNECT (4)-4 IN. LATERALS AT 35 L.F. = 13 C.F. tATT]iy1LS B RECOMMENDATIONS AND H2O RATED. 7.48 GAL./C.F. x 13 C.F. = 98 GAL. CAPACITY I I FORCEMAIN BACKDRAW = 12 L.F. X 0.022 SQ. FT. X 7.48 GAL./C.F. PLAN VIEW - DISPOSAL FlELD CONVENTIONAL z- = 2 GAL. SCALE: NTS ' ` 24" 8„ 1 1 � 0- 98 X 80% = 79 GAL. + 2 GAL F.M. = 81 GAL./DOSE ' ` 1 1 � `� (75% TO 85% RANGE): 76 - 86 GAL./DOSE RANGE SEPTICt' SYSTEM DESK ' ` GATE TRFINCFES SPACED 8'-0' 4" PVC VALVE TANK ANALYSIS: O.C. AND PLACED PARALLEL ' ALARM ON ` FROM SEPTIC TANK ---- 1.5 PVC SCH. 40--� TO DISTRIBUTION BOX 10 L.F. x 5 L.F. x 1 L.F. = 50 C.F. x 7.48GAL/C.F. = 374 GAL./FT. TO (ODE CONTO • PREPARED FOR 374 GAL./FT./12 = 31.17 GAL./IN. ` DISCHARGE 81 GAL./DOSE / 31.17 GAL./IN. = 2.6 IN./DOSE MiL;HELE DRAHUSHUK ' PIPE 2.6 IN./DOSE x 31.17 GAL./IN. = 82 GAL./DOSE TOPSOIL � 4• Ok ASTM 2n9 GRAvrnr SEWER TOWN OF QUEENSBURY APPROVAL ALL JOINTS TOOVER TRENCH 70 PUMP IS ON BE WATERTIGHT � (WHICH IS WITHIN THE 75% TO 85% RANGE) WITH PERFORATIONS AT 80ROM. T�'r,X MAP ��: 289.13-1-5 ` 5'-1" 1/4" WEEP HOLE 6'-3" ACCOMMODATE SEITLNG SLOPE PPE AND TRENCH BOTTOM PERMEABLE GEOTEXTLE. 2e ENids wn'PVC TO C P �1� CHES�iUT ROAD INLET HEIGHT 4'-7" I _ ' NOMESSTHIS SHEET)YSTEM (SEE REINFORCEMENT: & CONTROL CONCRETE: 4000 PSI - BUILDING UNTREATEID PIED � MD( OF CLEAN C�U�::ENSBURY, NY 12804 PUMP IS OFF 6" REINFORCEMENT: ASTM A615 GRADE 60 I won 3/4 TO ' 6" - _�_T ` PROPOSED RAIL SYSTEM REINFORCEMENT: ASTM A185 - GRADE 60 EXISTING GRADE I 1 . _ 1 Ii f TOPSOIL /2 C(.)UNTY OF WARREN (SEE PUMP & CONTROL NOTES) ENTRAINED AIR: 5.0% - 9.0% 1-) • STONE s MEETS ASTM C890 % CONIC. TANK ' 12" COMPACTED CRUSHED l I ` it 11 ,�- �' ✓; - STONE BASE I EARTH BACKFLL1:1 EARTH BACKFLLL Drawing Ccpyright©202i � 10 - �, I I ,,_, , _ �1 ' t ,��l z I NOTE: Unauthorized alteration or addition to this -iiPUMP & CONTROL NOTES: jj�ly _ I ,> , �'' :-' > 1 -'-� r5o "' ago drawing is a violation of the New York State ` S ' Education Law Art cle 145,Section 7209. TANK TO BE ANCHORED 1. THE PUMP STATION SHALL CONTAIN THE FOLLOWING EQUIPMENTS°'" '� °.-° ` ' 1.A. ONE (1) SUBMERSIBLE EFFLUENT PUMP BY MYERS o o ` RESIDENTIAL OR APPROVED EQUAL: MODEL ME40 CAST I I io QMj JOINT - 1- D Prepared By: IRON EFFLUENT WATER PUMP - 4/10 HP. ; i Irf ' • o ERIC C.REDDING�P.E. i l , IFt I I i t _` APPROXIMA TE FL OA T SETTINGS 1 I 1 ; 1.B. ONE (1) CONTROL PANEL BY SJE/RHOMBUS OR APPROVED i I : ' t I 1 ` ; I ' Dig Safely. AT I WATER ALARM, MODEL: I ' I ; ( 1 i I RAKE ������ y �� 14,E Q� 27 GRANDYIEW DRIVE SANITARY �� p EQUAL WITH 3 FLOATS HIGH ALA A 9 ! ; , 1 i E , . I I $� D j$, f^ POESTENIDLL,NY 141 DESIGN 322-1-W-401-H OPTIONS: 4AD-5AE-6A-10EK-17B-19B ( ( 1 l t 11i )` ' ` z : � New York t , . i I I I I ry I: PIILONE.�18)M7 (GC TO COORDINATE WITH OWNER AND PROJECT ARCHITECT l € I I I , I ; I , � - I REVISIONS * _ #r ([ FOR LOCATION OF CONTROL PANEL TO BE MOUNTED IN I ; , I ; I [ I i ; � ; � I qMA � `: w ' Date Issued: ELECTRICAL NOTES: DATE DESCRIPTION BY INLET DISCHARGE BUILDING ELECTRIC ROOM). I ° ' I I� 1 e 1 : ; , 1 I 1 i OR IMPERVIOUS LATTER y w LOT # PUMP IS OFF PUMP IS ON ALARM IS ON '' I _ i I H. I I 800��������� 0 ` JVNE 1S,�21 (( I [ 1 � 11� 1. ALL ELECTRICAL WORK AND MATERIAL FOR ELEVATION ELEVATION ( j� I I ; I. [ i i I ( ) ' ' 7/2/21 REVISED PER TOWN COMMENTS ECR �p 9,4a2 PUMP 1.C. ONE (1) LIFTING CHAIN BY MYERS OR APPROVED EQUAL. � ``/ r ,,`✓�` � \</ / % I\ l�D PN OR BEDROCK www.digsafelynewyork.org QF L� NATIONALTELECTRIOC CODE.LL COMPLY WITH THE 1 79.58' 75.50' 75.79' 76.04' 79.33' �/11",///y//1//� i''X\/,/, -,/A/�, 7 1 REiJISED pER 1 N QDMNENT$ MR;S10Np scale: 1.D. ONE (1) JUNCTION BOX. �� Q Call.Before You Dig AS NOTED 2. ALL POWER AND CONTROL WIRING SHALL BE DO NOT INSTALL TRENCHES N WET ERICC.REDDING,P.E.#092442 MADE DIRECTLY TO THE CONTROL PANEL WITHOUT 1.E. ONE (1) SST FLOAT BRACKET. 9(M, M SIDES AND BOiTOM OF [3 Wait The Required Time Drawing Number: ANY OUTSIDE SPLICES. TRENCH PRIOR TO PLACNGG GRAVEL. CONVENTIONAL ABSORPTION TRENCH DETAIL 2. THE CONTRACTOR SHALL ENSURE THE PUMP AND CONTROL Q Confirm Utility Response SYSTEM ARE INSTALLED PER ALL MANUFACTURES END OF ALL DISTRIBUTOR PIPES MUST SCALE: NTS 11 3. THE PUMP CONTROL PANEL, DISCONNECTS AND 1 I BE GIPPED. Q Respect the Marks ALARMS SHALL BE LOCATED INSIDE THE BUILDING. 1 ,500 GALLON PUMP STATION SPECIFICATIONS AND RECOMMENDATIONS. Dig With Care C I 01) N.T.S. 0 1 of 1 .�