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BOTH-000376-2015 Ar r TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 _ Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000376-2015 Date Issued: Tuesday, November 24, 2015 This is to certify that work requested to be done as shown by Permit Number BOTH-000376-2015 has been completed. Tax Map Number: 289.11-1-33 Location: 9 GLEN HALL DR Owner: Cynthia Mackowiak,RONALD MACKOWIAK Applicant: RONALD MACKOWIAK This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, J4 Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000376-2015 bP U\A_ )e)(o Tax Map No: 289.11-1-33 REVISED Permission is hereby granted to: Sherwood Acres Construction Corp. For property located at: 9 GLEN HALL 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 Type of Construction Owner Name: Cynthia Mackowiak Septic Disposal $0.00 Owner Address: 14 Stonewall DR Total Value $0.00 Wappingers Falls,NY 12590 Contractor or Builder's Name/Address Electrical Inspection Agency Sherwood Acres Construction Corp. Plans&Specifications Residential Septic Alteration PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,June 4,2015 (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 date.) Dated at the Town of ecu ry; /� ond.y Jtnr, 9,2014 SIGNED BY: L,�,t?t([// � for the Town of Queensbury. Director of Building&Code E forceme twice use umv Town of Queensbury Building & Codes Received SEPTIC SEPTIC DISPOSAL PERMIT PeffM�ypj'L Y � A permit must be obtained before beginning construction 1 Ael— Permit Flee: $ Approvals: Applicant: RONALD & CYNTHIA MACKOWIAK Installer/Builder SHERWOOD ACRES CONSTRUCTION CORP. Address: 14 STONEWALL DRIVE Address WAPPINGERS FALLS NY 12590 Phone: (203) 969-5726 Phone Owner: Location of Installation 9 GLEN HALL DRIVE Address: Phone Contact Person for Building&Code Compliance: Day Phone: Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? NO 1981 -1991 x 130 = Spa or Hot Tub Installed? NO 1992-Present 4 x 110 440 Parcel Information: Topography Flat Rolling -L-Steep Slope %Slope Soil Nature X Sand _Loam _Clay _Other Groundwater At what depth? >72" 85' (EXISTING WELLPOINT TO NEIGHBOR'S EXISTING Bedrock/Impervious Material At what depth? >72" SEPTIC SYSTEM) Domestic Water Supply —Municipal X Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- per minute per inch(Test to be completed by a licensed professional engineer or architect) Proposed System for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Tank size 1,250 gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length 140 ft. Each trench 2 X 28 (CHAMBERS) Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation 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 with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: THOMAS HUTC INS, P.E. (AGENT) Date: 5/20/2014 Signature: ,:• Date: Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256 Jan. 5. 2016 2:44PM MDIA No. 9591 P. 2/4 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. `effrtyPes that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: McCoviack Date: 12/28/2015 Occupant:Same Locatio9:Glan Hall EXT OccupancQueensbury,Warren Co. NY �mgle Family Dwg. � Applicant: Bill Bathowamen Electric 3 Thomas Road Gansvoort NY 12831 L J Joseph A.Holmes No. 318014195223EL Equipment. 00 Amp Service Equipment 4/0; 1 -30 Amp RV Receptacle; 42-Switches; 46- Receptacles; 38 -Fixtures; 1 -Air dnditioner, 1 -Bumer, Wiring & Control (Gas), 1 - Pump (Well); 1 - Dishwasher, 1 - Dryer, 1 -20 Amp. Receptacle Washer); 2-Vent Fans;4-Smoke Detectors; 1 -Whirlpool Tub; 11 -Grinder Pumps; 1 -Septic Pump This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This CeNficate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a Change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical Safety,ath- of the property indicated above,this certificate Shall be immediately null and void. aency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above Conditions, be valid for a period of One year from the above noted dale. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An appfication for inspection must be submitted to Middle ed lo,the introduction of atltlitional electrical equipmen[and/or the reDlacemenl of ❑epanment Inspettion Agency, Inc.to initiate the inspection en0 revalidation ens of the comDOnB+lla installed as of the above noted 08Ie,mlE CeNfCatB Shall be pracesa. A fee will he charged fpr this geNlCe. HavyRoad Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 June 9, 2014 } Mr. John O'Brien Town of Queensbury �l Building Department 9 Zd�� 742 Bay Road Queensbury NY 12804 TOWN OF QUEENSBURY BUILDING a CODES Re: Ronald and Cynthia Mackowiak 9 Glen Hall Drive, Tax Map #s 289.11-1-33, -59.122 Dear Mr. O'Brien: In accordance with our recent discussion, attached pelase find two revised plans for the Mackowiaks' replacement septic system. These plans depict the lake water supply to the cabin immediately north of the Mackowiaks'. This is based upon information provided by Mr. Mackowiak, as apparently the cabin has not been in use for several years. Please contact me if you have any questions or if you require additional information. Best Regards, G. Thomas Hutchins, P.E. G.Thomas Hutchins,P.E. . . .. , ... .,. .. _ _ I I , - ! 0 . . I � . . - / _�� . _. . ""' ,I i � La - __ I � I .- - . I .� . . - � I . I I � ' - . . - - . - _ _. . ... .- - . . . . . . .___ _._._. ._ „ - r �� - L_ANf)S N/1-O�AUG,U5T$ r d�' s t CLEARED - . s OUlSf l7cKft5T1 I PARKING ✓ '� . !/�� 35 rFP13 AREA 1 - , '7 - - ADJOINING CAMP . ( s ••''r O� ) ...' . . 11ON LAKE WATER ✓ l 11 -- / SUPPLY i ® I m - . . ,' �i4 � - / Ik .® I 1 STORY L .e. ✓ / , i - I -� _.. . - wooD - _..-. - � 5 , �' _... .. .. - ' FRAME / ' - - - CAMP ,-..... ... ... ....... ..... _... ....- _.-.. - �. I SHED f _....... __. / �Q O 1 PORCH 0 ., / u, m FARCE MAIN,PROVIDE`POS ,_ . _ 1.• k _�< ®� . 0 1 � � $ '' 49, �Gj 9 DRAINBAClC TO P{JMP ST N : . 1 5 i �. 1. I - - . : 1.- - , G E - , . . 425 . �j �\ ' s' O- : X �; _ ` '. 3.0 DO ;' r , t Q D o n .... F , . .. F 11 1 ma^�'°CNt��. C M` Z, K S52 1 , . e 71 .f FM - . FM I "� / _,....,.,.,..-........._.. ,. n , _ - I - r 14 � . TP 10 - 9, I . ; . Q� 8 7,'91 ' 'f Q ®' : _ w i.`: FM qr� 1. `\ / _11 .. �� -- '.® O / i� FM FM PR® TRrBUTION ®X - I q GJ /// - 1. y!-- - �" �. {J`�} �y _ u p �h I FM �,FM PROP.(5)22 WIDE GRaVELI !' EXIST. -= . !'' \ _ / M FM 98soRPTrON CHAMBERS AT P. / / NT r�Gj /' �1e1.. 1' O ! % J _ i 2s LONG EACH , ")\ .,). xi /S •, I ,NI/ELC P (k i �--' G� ./ AREA --M'/F \ •e �. -, `� �'- PROP."CLEARING LIMIT �' 1. W ./ �,�.�� /, 9 908 63 sq. ft FM , F ( _ _ ___ , I II / / T - ✓t _ - % / ? ��✓' 0.23 acres t� -11 . / _ _ _ : V / I " : _�� / 11 �, t / /////i(/ - -' - i 1: I ///////[,///////////�, . )r-) 11 I 1 II / / _ 00� _ _ . 11 - j \ o I FF If % 117~ - .( d �� F -PROP,a'm. TR�iF RATED , 1. 408.85 . I / _ -i GRAVEL I , I fl / I I , 7- Q - f / � I > SURFACE CYLIN RICA!PU P %STATIO . wII / I / =w - _ _Or \ Y / i� iy FM W/M HOLE C VER I a / . I / _ 2 S / ' f _ i / FM s6` I I . ff / -I - - TRY woo ,� _- I 2,6 ®PROP. sR-3 �� _ , i I / i FRA - _D ;I DDI TION I FM „NI EFFLU NT SEWER % h , II j I E IMI 0 U S E- _ I �° FM•''moi1 . ?°5 ` 45 I PROP.1 5Q TRAFFrc ( a / , ' „ I II I I / I 'I = I . '® FM N6 I R,9TEDPgE, �' /_ - : : - . I II / f I I ( �NCRE1 sEPTrc TAN / M/ C l 8 5, II / I I \ /_ _ 5 �` /-� - _ \ i w/MaNHQLE covERs , ;11Z li / I SF 426.-54+- / _ - _ - FM''''S { - _ - 465 : : - - I `_'LLl�1L FF 417.54 j - FM'''�� ✓ d®� I I 1 N ... _i' \ _11- r I - /�/ a. - _ �` ,� _ 4<�LaC.[�L_�cL..l mss+F , ...... .. / ,1L �®®- P OP.4"PVC - M n FM PROP,1-1/Z"HDPE \ \ C� �®FM SDR-11 FORCE MAIN, I /�_"� t I . OUSE$EWER ,r'� .FM ROSr W \ \` i - W - ��FM DVIDE - - . - - r l PR 5+F I. i I ro INV.OUT 410 FM PROTECTION : /'' I �t \ 46 0 - W [-: � � __ _ �, FM C� -� I _ _ F10 -/ jl� ISTING 3001. .--' .. _ - c- '„ <.- - ya,; - . +-, .-.. .. .rte - - ,. ,...3a- _._, _ _.. ... , i o-a ..:-max. �. - �;4 ^• _ _ ,.. -. ,.. --n - ,..-.�.. vim,- .e __ .. <..,v`-.=:. _ .. E C TANK TO �- r GAL P ��" .--.� .. ,,. _ .. . � „ .-. _ � � : -� ._ --.. _- _- - -•-a- .. i 2 _ r _ _-. _ ....._ ._. .. _ -. .-. CSI 5 --m".a_ .- - - BE DECOM ISSION ,. ..- _ ._.. i. _ '• "'`� 1. I r f e [ >. Cp ..tl .J: - ..,. III ..,.-.--" APPRO ., ,. .__. .- . -;, ..: „EXI TING PUM I X.NEIGHI30RING-_W :..._- -' I - I TZ TO I I 1 WASTEWATER SYSTEM - - IIIII I ` '. : sE DECOM rssroNED ,t,� rP ' I \_., II � W_W� ,, 1 I I c� - - _ - : \ \ . . o i APPROX.EXISTIN - \ - G 1 I \ , . ' i1. I - , , GREYWATER SYSTEM s :,, I \ ,OTHER CANDS OF • ECK . .' TO BE ABANDONED % D i!, 1. MAKOWIAK' I PROP.GRINDER PUMP __ . I 'rT . ;, ; E ONE EXTREME DHO71 - ,. , :. - ._. _. . 1. •''25 5 , , . / 58 ,,�q ft - '� Pr) 0.59 res .- 1 �. I �t : 2 - 1 , . I _ �\ �� . -I I s SHED Pp Jo�NER'S L-AND5 N/1'OP WIL1_1A1'I,F \ ®�. -s® \ , I I NpuSE O - . _ . ..... . ._. . tWANG S i7f}NN�rN 1�t30/Z6 \ , I _. . I �� \ , . - ":\ - I .. I I . . _ �� . S DOCK ,' �\ \\ 110' ,` ADJOINER .. ..... .. , rl I �� _ I P= r ;� r,��: ,� - - I . � � L opy -I I �_ �_ ., -z . - � �, - O o`� \ \� .... \'-, - 11. - WELL \ \ % , . 11 1 , 1 \ \ . g �-�', WELL - - 11 a POINT - DETAIL D SITE PLAN _W� `;- , ,' SCALE: 1"=10' � lY , '/ �_ SITE SOILS DATA ; _ - TEST PITS TAX NIA #'� 29.11®1 X33, TP-1 - 5/19/14 BY T. HITCHINS, P.E. _.-, .1 I289.11®1-59,122 - OBSERVATION OF BANK C NEAR SYSTEM WOODS DUFF _ ��/�p 'n/ c ALTERATION OF THIS. DOCUMENT EXCEPT BY A LICENSED {{{ YI/f°1TEV1/AT �/J� I"1 DESIGN PROFESSIONAL ENGINEER IS A VIOLA TION OF.NYS EDUCATION LAW. � 1� li� T " ,"�,'. ...��!,�- ��j,-.-'�,Ll�'' - ��,,�i' '�..,, , t �_ 7-` -w. 0-10" - TOPSOIL COBBpES & BOULDERS - .- `'' 10-72" - MEDIUM BROWN 31RAVELLY FINE SAND - -COBBLES & FOUR BEDROOM RESIDENCE � W. ® - BOULDERS - WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, ��$ �,� �' - , „ . ROOTS THROUGHOUT 3.0 GPM MAX. FAUCETS) r® '��, r. `- W S 11 _ - F" NO EVIDENCE OF SEASONA HIGH GROUNDWATER TABLE / 2 ADDED NOTE ON WATER SUPPLY "FOR_NORTHERLY NEIGHBORING CA81N '612114 DESIGN FLOW 110 GPD BEDROOM ,,. - _ SYSTEM DESIGN FLOW 440 GPD 1 ISSUED FOR SEPTIC PERMIT 5/21/14 , �» t I ;;..r. ` „ „ SEPTIC TANK - USE 1,250 GALLON PRECAST CONCRETE TANK �� '� - " TP-2: TEST PIT DATA TAKrN FROM TP-3 ON DETAIL SHEET I 0 PRELIMINARY 5/20/14 .a �. , `'`"" GRINDER PUMPING STATION - E�ONE DHO71 GRINDER PUMP =ASSEMBLY S 0 7� 1 a0.` PREPARED FOR SHERWOOD`ACRES CONSTRUCTION CORPORATION BY �' '.I _ EFFLUENT PUMPING STATION - 4'0 CYLINDRICAL PUMP STATION , dp ® No. Dade a fr - HUTCHINS ENGINEERING, D TED 1 16 08. - 1 . �^ ry f `tl LEACH FIELD - 2 WIDE OPEN-BOTTOM GRA VELLESS CHAMBERS Jf .TI NT N ," - - - - �, TP 3 LOT C 1/3007 BY T. HUTCHINS, 'P.E. WITNESSED 8Y. DESIGN PERCOLATION RATE = 1-5 MIN/IN ' DAN RYAN, P.E. - ..TOIV OF QUEENSBURY ENGINEER APPLICATION RATE = 1.2 GPD/SF prepared Or. s FOREST LITTER COVERAGE - T �..r- ABSORPTION AREA REQUIRED = 3S7 SF: F. f p ®Wald tf�i Nl ®w'a - "" 0-4" TOPSOIL STANDARD 2 WIDE TRENCH LENGTH REQUIRED = 184 1_F a `. .�'�" - - - fel N 0 9 Glen Hall,Dr.; Glen Lake 4-42 MEDIUM BROW GRAVELLY SAND, FEW BOULDERS 25� REDUCTION IN LENGTH USING 22 WIDE CHAMBERS = 138 LFNewUYork � � ; ' �� MAP OF U f uee sbu Warren Coun NY . - 1. 4 89" GRAY COAR F ►Y. tY� . :,,rte - SE SAND, BOULDERS USE 5 TRENCHES AT 28 LONG = 140 LF Ca�1 setore t'®u ois ime i „ „B R wait The Required T q ' T ' ` :.:. RO TO 65 POTABLE WATER SUPPLY IS ON-SITE WELL p confirm l9tilityResPanse Drawn: ARN Checked.• 6TH Scale: NOTED Date: 112114 2 RONALD & CYNTHIA F +11 -.- OTS MACKOWIAK DATED ' 09/29/2013, ( - :- [ IHIGH N W TER EVIDENCE 0�' M FIELD Rs pect The Marks NO SEASONAL GR)U D A VID NCE MAINTAIN 1 IN. SEPARATION TO ABSORPTION REVISED 12/12/2013, BY VAN DUSEN SITE LOCATION 4 ®D�q w;tr,care 169 :Havitand Road - LOCATION lel NO MOTTLING � MAINTAIN 50' MIN, SEPARATION TO SEPTIC TANK AND STEVES LAND SURVEYORS, LLS, � � Queensbury, NY 12804 ��®®� NTS' QUEENSBURY, NEW YORK. wwwdigsafeiynewyork.com (518) 745=0307..Phone - . Sl , - - Hutchins Engineering (518) 745-0308 Fax ..,...-, "-. .,_w... ,. . . . , . I .. .....�... .... _-l... .,-...... ...,..,,,__,,_,.,.�..-11. , „ ... .,. .., ., .. . ._, -.�..Y.�----.-,W-„_. _�.,�..., ., :, ,,. ... „ :. ,� -..,., ,.. .. ........ . . - - - . .. . 1 11, . - - - . - 1 . . i. iI I I - I L - BACKFILL FREE OF I STONES OVER 3" 4" MIN TOPSOIL OVER THE - - -, ENTIRE ABSORPTION FIELD; - . 6' TYP. TRENCH _ 4" MIN TOPSOIL OVER THE SEED AND ESTABLISH TURF GRAVELLESS- I ENTIRE ABSORPTION FIELD; ABSORPTION CHAMBER - 7�\`_\\&-\�," �i/\i,,.,, ., SPACING SEED & ESTABLISH TURF - - - . \�/"�' OVERFILL TO ALLOW . ;;: 0 T , v.. a=�.: / F R SETTLEMEN 11 . _.- >.' : .:sY r /, .1 ': '.:.':. Ln 12,,... 1. :-. '1 11- t. �:. �� FREE OF / /i,./ / BACKFILL ��/�/ �/`�/ / ' \' ......_.:. . STONES OVER 3 24 x, -17 \� ///�//,,/ / . / / / / / / / / / / /, / _. -,. . � 171777�77711� \ \ �/ I..: i. \ //\/, //,\//\ / / / / / / / a .. ;: '. w A 1; ,_ >, r / i\r ..... . ... ._„_._. ._. . . . �. ,< �/ /\ / .. .. ...,......_.. .... .. .... .............. ...... .... r .. ._. .. .. _... __. ...... ._.. .. .......i C,' ..... ..... .. . .. :.....t7. - . .,I1. % .... _ ._ . .. .. .' ..:, ': -. : . . I z I T .., ...,:...,- ^: r ......:....:.:. .:.. :. ..:.................._:.............:. .: :......_.S..._.:.... .:....:...._:.:....: ....:......:...:.....::,.:. .., ..:...........: .._:.:_...:: \� \� \> __.. - 12 �`�� , _ , . . .:. . / / / / --. / / / / MAx. 8 . .. ,_ ... ........... . ,. �\ � MIN :-. _ - - W . _ .. ,.:.. ... . , 1. _. ....: ......:......:...... . . : P � i 1 PROPOSED 2 WIDE_'ABSORPTION :24 TRENCH WIDTH ;,-. .', P , . . : �� ::. 1 �`_� l TRENCH; HIGH CAPACITY GRAVELLESS COVER '” :. - _ -- -- -- -_ __ •.., ,. ... .... -- -- - -- -- -- -- CHAMBERS 5 REQUIRED AT 28' LONG :.. =_ =_ __ __ == = __ __ __ -= -_ _-- _- :: -- -- -- - -- -- -- -- -- -- -- _ -- - - ,..:. ...... -- _ - - = -- - - -- EACH SEE ABSORPTION TRENC-1 -- --- -- -- - - -_ -- - -- -- - -- == == =_ -- - __ == __ -- -- . }... SECTION AND PROFILE FOR DETAIL. <. :.:` -- =_ -= -_ -- _ -- -- -- -- - -- -_ T -- - - -- -- -- -- -- -- -- CHAMBER : .' HElGH -- -- -- -- -- -_ _- _= == == _- _= = -- =_ _= -_ -- == __ -- __ _- _- -- _ _= == -- =- _ __ - - -- - :_ _ _ _ 11 , 1. 1 . TIS FIELD CTI CHAMBER . NTS HEIGHT . _ 5' CHAMBER LENGTH -1 �- 11 _ - 1 HDPE GASKETED LID STRAIN RELIEF CORD 22" CHAMBER ll CONNECTOR WIDTH I GRADE TO DRAIN AWAY - -- - FROM PUMP STATION V LLE ABSORPTION LL S ABSORPTION SIAM S STI N SHAM EILE PROTECTIVE CABLE ... . ELECTRICAL QUICK !,.. NTS NTS - DISCONNECT �� ;. SHROUD (HDPE) �..\.- - - �- POWER/ALARM CABLE - QUICK DISCONNECT ASSY. - \ - � EXTERIOR WEATHERPROOF JUNCTION ". ' .*.,�... : 1. _J Nl� PRECAST CONCRETE EXTENSION =PRECAST CONCRETE EXTENSION PRECAST CONCRETE EXTENSION BOX (IF NECESSARY), SEAL \ E/ONE EQUALIZER ED ED ED CONDUIT GAS TIGHT INSTALL H TRAFFIC RA TO GRAD WIT RAFFIC TO GRADE WITH TRAFFIC RA �. ` . CONTROL I SS CAST BALL VALVE -� — ,„ MANHOLE COVERT CAST IRON MANHOLE COVERT CAST IRON MANHOLE COVERT . TO GRADE 1 INTERNAL WELL VENT CAST IRON __ - HOUSE - :,..I. _ WITH WATERTIGHT SE JI WITH WATERTIGHT INSERT - , .... t / WI WAT TIN RT WITH WATERTIGHT INSERT INSTALL FLOAT SWITCHES TO OPERATE PUMP INLET GROMMET TO ACCEPT 4.5 - 91.8 AND MAINTAIN LEVELS S INDICATED __---_-__9 O.D. PVC HOUSE SEWER { - \_,.., APP OXIM TE --- -- - 12 COVER A IN R A 1 I FINISH GRADE ' "f OV 2„ MIN. DROP I T- SUGGESTED: INSTALL POLYLOK BALL VALVE, ONE PER PUMP DISTRIBUTION BOX - 1.25" DISCHARGE - i f I � ' 12" MIN. COVER t PL-122 FILTER SUCH THAT IT (S BETWEEN INVERTS - - / - C THROUGH READILY REMOVABLE ; 1-112" TEE JOINS TWO INSTALL VALVES AND UNIONS 2" MIN. 1 - - - I. PUMP DISCHAGGES INTO ALARM- _ _ b� TANK ACCESS COVER SUCH THAT EITHER PUMP CAN C 36'' - 4" PVC • \ BE ISOLATED AND REMOVED ONE FORCEMAIN _ CHECK VALVE -- ;® INLET 2� ► WITHOUT RF_QUIRING PIT ENTRY `\ _ -�i� : I , I f I - '� 0 ON ® INLET � 4 PVC � � BAFFLE 41.6" _ . , INLET DISCHARGE D: : 26" — I LIQUID LEVEL I I OUTLET EFFLUENT SEWER - , - C i D ALRM i; MIN. SLOPE _ .. . - - - - ,r - - f MIN. SLOPE ,ate1. USE SPEED LEVELERS TD C. 1/4" PER FOOT FLOAT SWITCHES INSTALL INSIDE ASSURE ALL OUTLETS ARE AT �' I OFF i8" I, 1/8" PER FOOT PUMP PIT IN LOCATION ACCESSIBLE - 1-1/2" FORCEMAW EXACTLY THE SAME ELEVATION ANTI-SIPHON " [ I„ PUMP ON :I 16 - T,� ; 18"MIN WITHOUT PIT ENTRY VALVE 14 4„ PV :.. , ; ,. � :: :.,' __, WATERTIGHT. SLEEVE PUMP OFF _ .- ,,,._ . . , - - - - _.-. .. .., _ _, hM. _ ... .._ s -, n _ -_t. _ a _. . j _ - DER TO ((--� :� x.: r - ID .HEA _ � .. .r ,-,..__„.. - .. . ��r. _ -- __ - PERFORATEDS�BSORPTION BED _ '� � � _ _ ;. ,� AND SEAL TYP: _ ;� -.: :,1 t G PUMP fi�RM - -3 � ( ) _.�, a._. - u _ � -- µ. may_ __ _-: .. - w : � :s PIPING 1 8' PER FOOT INS P i^ M LO E _ Ltj - d O / - _- ,'"2- 1 7�z x 1 . zi - - - - - aoU _ '�=A ET' v` ao� MP (�1r-, i _ .r__ _, ti P N �. ► . -s'= '�. yy W - ff' Q - - - - - - - . - a _...- 2 - k - .-„ - DUAL WALL CORRUGATED „ SEMI-POSITIVE - - o .- LEAD-PUMP ON \ 1. I . 0 29.5 0 0 \; 11 - HDPE TANK DISPLACEMENT TYPE PUMP . . _ 1250 GAL TRAFFIC : � '"� co _ I _ -VOLUME OF DOSE _ `' RATED PRECAST ,, \ TO BE 50t GALS -. ' 'T"T ” 1-1/2 SCH-40 PVC OR 11 CONCRETE SEPTIC TANK PUMP OFF \ `�. r , SUMP A N -NOTES - _ MINIMUM 2X WIDTH GALVANIZED PIPING INSIDE SEAL ALL TANK OPENINGS WATERTIGHT, - p► MAXIMUM _4X W1DTH 16' MIN. WET WELL THROUGH WALL . El NGRINDEREM LY TAIL ! PROVIDE AND INSTALL UL LISTED PACKAGED ,PUMP GATE VALVE CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. NTS j \\ x <` , <. INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL � `. ' X' REDUCING TEE POINTED PANEL -INSIDE HOUSE IN ACCESSIBLE LOCATION. I DOWNWARD WITH l;; BALL VALVE p� �j 7 BALL CHECK VALVE THROTTLED TO ALLOW TRICKLE INSTALL POWER & CONTROL WRING TO CONTROLLER GRINDER PUMP NOTES YST �� INSTAL TI N N TES SEPTIC TI NOTES S DRAIN BACK INTO WETWELL WITH ALARM IN HOUSE IN ACCORDANCE WITH I°� ALL UNITS SHALL COMPLY WITH THE fiEQUIREMENTS OF THE NEW YORK STATE EFFLUENT PUMPS MANUFACTURER'S INSTRUCTIONS AND NATIONAL SEAL ALL TANK OPENINGS WATERTIGHT. - CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE DEPARTMENT OF HEALTH AND SHILL BE OF PRECAST CONCRETE AS --UNION (2)- LOCATE SUCH THAT ELECTRIC CODE (N.E.C.) REQUIREMENTS. _ WITH THE 'N.Y,.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS MANUFACTURED- BY UTOPIA ENTERPRISES OR EQUIVALENT n �g ry UNION CAN BE DISCONNECTED PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED 1 SEPTIC TANK AND �-UM�” AND EACH PUMP REMOVED PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED WITH VISUAL AND AUDIBLE ALARM. INSTALL CONTROL PANEL INSIDE TUBING IN SEPTIC TANK LEACH FIELDS. ALL STRUCTURES SHALL BE PLACED, ON FIRM, COMPACT SAND OR GRAVEL WITHOUT TANK ENTRY TO ALTERNATE -PUMP DOSING AND TO PROVIDE A - I GALLON DOSE. , HOUSE IN ACCESSIBLE LOCATION. - ) BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE ST,ATIIV DETAIL AFTER EXCAVATION OF 24" WIDE TRENCH TO THE DEPTHS REQUIRED, THE SHALL BE PLACED AS NECESSARY TO,ACHIEVE A STABLE BASE. NTS - EFFLUENT PUMPS TO BE GOULDS MODEL WE05H, 230_V, INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN SINGLE PHASE, 20 GPM.PUMP AT 36 FT TDH. HOUSE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. SEPTIC TANKS INSTALLED .IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY REQUIREMENTS. CONSTRUCTION DESIGNED FOR H-20 VIHEEL LOADING. - PLACEMENT GIF OPEN-BOTTOM GRAVELLESS CHAMBERS AND STONE SHALL BE _ - VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO SET ALARM LEVEL AS INDICATED. AS .SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE ALL JOINTS MUST- BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE PURCHASING PUMP. GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. - LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. PUMP TO BE EIONE DHO71 GRINDER PUMP. - . . 1. • OPEN-BOTTOM GRAVELLESS CHAMBERS SHALL BE INSTALLED IN ACCORDANCE - . VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. i q/ - �9 AN ELECTRICAL INSPECTION BY: CERTIFIED ELECTRICAL INSPECTION THE CHAMBERS SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING WASTEWATER SYSTEM ,DESIGN I AGENCY IS REQUIRED PRIOR TO START-UP OF PUPdP STATION. STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, FOUR BcDR00M RESIDENCE - I ELECTRICAL INSPECTION SEAL '1S TO BE AFFIXED TO PUMP STATION OR OTHER .UNSUITABLE CONDITIONS. „ CONTROL PANEL. ! WATER SAVING FIXTURES (1.6 GPF MA,K. `FLUSH, .- - , ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT 3.0 GPM MAX. FAUCETS) SURFACE RUNOFF AWAY. FROM THE DISPOSAL FIELD. DESIGN FLOW - 110 GPD/BEDROOM T �� ®�-33 - SYSTEM DESIGN FLOW - 440 GPD i DO 'NOT .USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER SEPTIC TANK = USE 1,250 GALLON PRECAST CONCRETE TANK /� /� CHAMBERS HAVE BEEN INSTALLED. Z9.1. �'�®J9.�22 . . SYSTEM MAT IALSPECIFICATIONS � GRINDER PUMPING :STATION - E�ONE -�H®71 GRINDER PUMP ASSEMBLY I ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ; THIS IS , 22" WIDE OPEN-BOTTOM GRAVELLESS CHAMBER DESIGNEDSYSTEM ETOL I ACCOMMODATE EXTREME WATERR USE OI RT EXTREMED ORGA�C EFFLUENT PUMPING STATION - 4 CYLINDRICAL PUMP STATION I'. PROFESSIONAL ENGIN_ EER IS A VIOLATION OF NYS EDUCATION LAW. OPEN-BOTTOM GRAVELLESS CHAMBERS TO BE ADS ARC 24 OR LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. LEACH FIELD --_, 2" WIDE OPEN-BOTTOM GRAVELLESS CHAMBERS Of . EQUIVALENT. DESIGN PERCOLATION RATE = 1-5 MIN/IN �� ABSORPTION TRENCH AGGREGATE ROOF, FOOTfi�'G, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE eA `� STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE. EXCLUDED FROM THE WASTEWATER SYSTEM. APPLICATION RATE. = 1.2 GPD/SF * � 'Sy �. t BACKFILL MATERIALI I- ABSORPTION AREA REQUIRED ' 367 SF STANDARD 2' WIDE TRENCH LENGTH REQUIRED - 184 LF - " r ¢ 2 ADDED NOTE ON WATER SUPPLY FOR NORTHERLY NEIGHBORING CABIN 6/2/14 BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS. .. I w - GREATER THAN 3" (-3). 25% REDUCTION IN LENGTH USING 22" WIDE CHAMBERS = 138 LF . 1 ISSUED FOR SEPTIC PERMIT - 5%21/14 EFFLUENT SEWER PIPE USE 5 TRENCHES AT 28' LONG = 140 LF p PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" ! ,0 67 7� 0 PRELIMINARY . 5/20/14 POTABLE WATER SUPPLY IS ON-SITE WELL '4p PER FOOT MINIMUM SLOPE. - SES No. Date FORCEMAIN MAINTAIN 106 MIN. SEPARATION TO ABSORPTION FIELD - - - PIPING TO BE 1-1/2" SDR-26 PVC OR SDR-11 HDPE. MAINTAIN 4' MAINTAIN. 50'�MIN. SEPARATION TO SEPTIC TANK j TAILS T MINIMUM COVER. �� ®r� FILTER FABRIC j FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, �� e � �� M ��w� � TENCATE MlRAFI 140N OR EQUIVALENT. r HOUSE SEWER PIPE P ®York 9-Glen Hall Rd., Glen Lake - PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" - F Town of Queensbury, Warren County, NY PER FOOT MINIMUM SLOPE. El can Before You Dig . - , TOPSOIL Q Wait The Required Time p confirm Utility Response Drawn: ARN I Checked: GTH Scale: NOTED ( Date: 1/2/2014 PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, - i E3 Respect The Marks k - MULCH, AND ESTABLISH TURF. M Dig With Care 169 Havlland Road I . Queensbury, NY 12804 29721 X53 www.digsatelynewyork.com (518}, 745--0307 Phone = Hutchins Engineering (518) 745-0308 Fax _„...r.:...-:i.,........:�....�........., _-_ .,,._,...,, ., .. ...,......,. . : ..,........, .. ®i„ _.,, ... ,.:,u:: .,�, ..-.u....,,�.e...+�.>u .e,..,,:,.�,m.—. ... _we....,,......,.v,.,,ru,,,, e .:. .... w.... .. .. : . .......e. wr:u.w•ae...u�..,.....w..rum — a ,,...uu.�,.mu. -,.rvu.uvuu...u�aw ..�..u_ , _, , ..��..... ,,.:. . a --1.11.1-11—.11-111-11 .... a ,,. �.. , ,,, .u. ,�. ,v,,,.,,,.:: . .. :.u�F...u.. .,,.u._w.u.,. ...,,. ...u.., a ,.:,,i, .,r..,. ,ii i,.,.,---".1,1.1 ,., u, .:,,.,., 1.,, ., •11 .".. .,.iii �:..., ,.,,. .." ...,.v ,...:..,......,.,,i, HavyRoad Queensbury, NY 12804 Hutchins Engineering Phone: (518)74 0307 October 30, 2015 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Pr a' .`• Re: Septic System Installation Ronald & Cynthia Mackowiak 9 Glen Hall Drive, Tax Map ID: 289.11-1-33, -59.122 Our office prepared a wastewater design for Ronald and Cynthia Mackowiak at the above- referenced property. The system consists of an E-One grinder pump station, a 1,250-gallon precast concrete septic tank, a 1,000-gallon effluent pump station, and an absorption field consisting of five 22-inch-wide open-bottom gravelless chambers at 28 feet each. A representative from our office visited the site during system installation. Based upon our site inspection and our discussions with the installer, it is my opinion that the system was installed in general conformance with the approved plan and the attached record drawing. Please contact me if you have any questions or if you require additional information. Best Regards, G. Thomas Hutchins, P.E. Enclosure NOV 2 4 2015 i� G.Thomas Hutchins,P.E. thutchins@hutchinsengineering.com