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2001-752 elillitakTOWN OF QUEENSBURY FON 742 Bay Road, ueensb NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010752 Date Issued: Thursday, January 10, 2002 This is to certify that work requested to be done as shown by Permit Number P20010752 has been completed. Tax Map Number: 523400-289-009-0001-087-000-0000 Location: 298 GLEN LAKE Rd Owner: RICHARD & CHRISTINE MOZAL Applicant: RICHARD & CHRISTINE MOZAL This structure may be occupied as a: By Order of Town Board Septic Alteration Commercial TOWN OF QUEENSBURY (-----SD 14 Director of Building&Code Enforcement ��,� TOWN OF QUEENSBURY s 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 t 0.41 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010752 Application Number: A20010752 Tax Map No: 523400-289-009-0001-087-000-0000 Permission is hereby granted to: RICHARD & CHRISTINE MOZAL For property located at: 298 GLEN LAKE Rd 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 Value Owner Address: RICHARD & CHRISTINE MOZAL Septic Alteration Commercial 99 FITZGERALD Rd Total Value QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans & Specifications 2001-752 DOCKSIDER RESTAURANT SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $35.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, October 04,2002 (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 To of ee ury1 T r •ctober 04,2001 �d SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensburv, NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: POCK-St OC12 tzemonxur.f r clv Ct(. l L- E C4t1 �e .°) File Permit No. CO 1 Tax Map No.Zv p�40q/ I / 87 35 ll 7:1_ Fee Paid Owner's Name: t;% Of`'if 4 itta-m "O 6407A4.-Address: 9‘t Ft-r?.GriYUk-O Co QJt�useKxvr ('J Y' 128°4 ri LiCT 0 3 200 1 2. INSTALLER'S NAME : l{5 5 5 G PHONE L{ji.t.QUEE :UR, 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow gOUr S "GOMCkrr 1980 or older x 150 gal/bdrm = Pci DOA/VG-5' — 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes / no Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) To o raphy Soil Nature Ground Water Bedrock or I •ervious Material Domestic Water Sus,1 Flat s&n' at what depth at what depth m • cipal Ro ing oa 72!#' feet 1�o feet 1 Steep slope c ay i well; water supply __%slope other from any septic-system depth: absorption is ISO ft. other P'CZ Po SCE Percolation Test: (To be completed by licensed professional engineer or architect) S V/ .trcs. Rate: minute per inch (5+ c c-ev r P t. ) G 444.1Tor0 B Y 715,J 6o/A21) it/riot 5. 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). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: .ft GGL.-- T' Seepage Pit(s): number of size of each: ft. by ft. P(A►s Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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. Signature of responsible�n D to RESOLUTION APPROVING SEWAGE DISPOSAL VARIANCE APPLICATION OF CHRISTINE MOZAL FOR DOCKSIDER PROPERTY BOARD OF HEALTH RESOLUTION NO.: 44,2001 o001- 7 . INTRODUCED BY: Mr.Tim Brewer r ,�� �� WHO MOVED ITS ADOPTION 9 OCT 02 2001 SECONDED BY: Mr.Daniel Stec - TOWN OIL QUEENSBURY BUILDING AND CODE WHEREAS, Christine Mozal filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, such application requesting that the Local Board of Heal authorize Ms. Mozal to locate a leach field one-hundred eighty feet (180') from a well in lieu of the required two-hundred feet (200') setback at the Docksider property located at 298 Glen Lake Road,Queensbury,and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health conducted a public hearing concerning the variance request on October 1st,2001,and WHEREAS, the Town Clerk advises that property owners within 500 feet of the subject property have been duly notified, NOW,THEREFORE,BE IT RESOLVED, — a) that due to the nature of the variance, it is felt that the variance would not be materially detrimental to the purposes and objectives of this Ordinance or to other adjoining properties or otherwise conflict with the purpose and objectives of any plan or policy of the Town of Queensbury; and b) that the Local Board of Health finds that the granting of the variance is necessary for the reasonable use of the land and that the variance granted is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and c) that as a condition of approval, the applicant agrees that the new well casing shall be a minimum of fifty feet(50'); and — BE IT FURTHER, RESOLVED*, that the Town of Queensbury Local Board of Health hereby approves Christine Mozal's application for a variance from the Sewage Disposal Ordinance to locate a leach field one-hundred eighty feet (180') from the well in lieu of the required two-hundred feet (200') setback at the Docksider property located at 298 Glen Lake Road, Queensbury and bearing Tax Map No.: 289.09-1-87. Duly adopted this 1st day of October,2001 by the following vote: AYES : Mr.Brewer,Mr. Brower,Mr.Turner,Mr. Stec NOES : None ABSENT: Mr.Martin APPROVE\Mozal-Leach Field to We11-10-1-01—9-26-01 RESOLUTION APPROVING SEWAGE DISPOSAL VARIANCE APPLICATION OF CHRISTINE MOZAL FOR DOCKSIDER PROPERTY . RESOLUTION NO.: ,2001 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS Christine Mozal filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, such application requesting that the Local Board of Health authorize Ms.Mozal to locate a leach field one-hundred eighty feet(180')from a well in lieu of the required two-hundred feet (200') setback at the Docksider property located at 298 Glen Lake Road,Queensbury,and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health conducted a public hearing concerning the variance request on October id,2001, and WHEREAS, the Town Clerk advises that property owners within 500 feet of the subject property have been duly notified, NOW, THEREFORE,BE IT RESOLVED, a) that due to the nature of the variance, it is felt that the variance would not be materially detrimental to the purposes and objectives of this Ordinance or to other adjoining properties or otherwise conflict with the purpose and objectives of any plan or policy of the Town of Queensbury;and b) that the Local Board of Health finds that the granting of the variance is necessary for the reasonable use of the land and that the variance granted is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant;and BE if FURTHER, RESOLVED, that the Town of Queensbury Local Board of Health hereby approves Christine Mozal's application for a variance from the Sewage Disposal Ordinance to locate a leach field one- hundred eighty feet'1$0')from the well in lieu of the required two-hundred feet(200') setback at the Docksider property located at 298 Glen Lake Road,Queensbury and bearing Tax Map No.: 289.09-1- 87. Duly adopted this 14 day of October,2001 by the following vote: AYES : NOES : ABSENT: GENERAL NOTES, TEST PIT RESUi TA*- - "`*, ' ? SURVEY & MAP INFORMATION PR-..'�ADED BY VAN DUSEN & STEVES LAND SURVEYORS, G- ) \ LLC ENTITLED "MAP OF A SURV�- MA>- FOR CHRISTI IE MQ AL DATED 8-18-0 Test Pit -11 " Dust REVISED 9-4-01 AND LIM �D E'=LD MEASUREMENTS BY JARRETi-MARTIN \ Stone & D LAST \ 0 - 5• Crushed Sto 5 27" Medium Reddish Brown Sand & Gravel mix (fill) ENGINEERS, PLLC. WELL IN NW 27 - 48" Dark Brown Sand w/ Organics & some Silt d w some Coarse PC. DRAWING ENTITLED n Medium to Fine San f G2) SEPTIC TANPCS & GREASE TRAP 1_ER til-,CENTNSEPT C ENGINEERING, SHEET 1 of 2. DATED CORNER OF BASEMENT 48 _ 67 Gray Brow ;:- I Sand & Gravel (saturated) "THE DOCKSIDER RESTAURANT _P...AL-ME , SEPT TANK & MARCH 19, 2001 . LEAC` SYSTEM 67 Bottom of Hole Water entering hole @ 53" Water level CAD 58" after i hour _jE �n r� SIGN ING ORTn �ON: SEPTIC TANK & Test Pit_#2 ----SEPTIC `LEACH SYSTEM 0 - 4" Crushed Stone & Dust Desi n Basis 4 _ 14" Medium Reddish Brown Sand & Gravel mix (fill) w York State Department of E- :irorr,ental Conservation i 4 - 26" Dark Brown Sand w/ Organics & some Silt � tie — r" Gra Brown Medium to Fine Sand w/ some Coarse � Town of ©ueens dry ¢ 26 6 Sand & Gravel (saturated at lower depth) APPROX. LOCAi 10'V OF 64" Bottom of Hole f �otabie Water Pub EXISTING WELL water level due to caving No known water supp ies wi}hin or No proposed leaching system J j � n Test P!t -3_ �eG_�9.lFlow Lion from 6 �1 i/01- 8/26/01) I p - 6" Crushed Stone & eruct a �n.Q11 Water L:^,su'Y ` _ 12" Medium Reddish Brown Sand & Gravel mix (fill) based ors ;�': Vie, 6 d - 9Qfl gpd (ice mal-r estir,�a-e) u g, ' 1643 gp 12 - 18 Dark Brown Sand w/ Organics oc sore:; Silt 1764 gpd - 9QQ gpd = si64 gpd �APPROX LOCATION OF 68" Gray Brown Medium to Fine Sand w/ some Coarse Average Daily Flo`ei g EXISTING WELL 18 Average Daily Flow July/August - 900 a,, = 1125 gpd Sand & Gravel (saturated at lower depth) Dci; Flow During Max. J Day Weekend 202 5 cod - �OQ gpd = 1550 gpc AverageY 24_Q g, i 68 Bott nI of Hole\ " Day �r," Water entering hole G 48 (Nate: 1 day exceeded 150L ypd) i No water level due to caving , ;.> Test __Pit 07 Crushed Stone & Dust _:P tip c Tonk (see note G-2) Sand & Gravel mix (fill) 1 .5 225C gaf Req' _ 4G� 7 - 17 Medium Reddish Brown J00 gp,d (design flow) x _ ,C0 cf' total caoacily V41) 17 23" Dark Brown Sand w j Organics & some Silt alldn sept'c tanks ded existin �) g( I - -j " Gray Brown Medium to Fine Sand w/ son e �anrse ) 2000 g ' . _ 23 55 y _ e re a Sand & Gravel !mac`-:rated at lower depth) sP Trap (see note G-2) _a- -- C= � -c,1 eotic tarnk capacity - 575 gal gre^� trap ^ �Y I 5E, .-- 74" Dark Brown Sand w/ Organics & some ��,� �,'S gal total capacity - JI e _. —-mod water useage) x 5 ga / ,,,CU 74 - 93" Gray Cleyey Sand w f Silt & Organics Equivalent seats (based �:: �� " + . 93" Bottom of Hc':e x � hours;/day x 1 = --575 gal total grease trap capacity req d , Water entering hole @ 50" , , 200Q gc,Ilo;, grease trap p-c•.,ded (existing) V� / T.P. #2 -J 402 No water level due to caving tic Tank Effiuent_Filter E PERC T a� RING AREA FOR P PENGU El X BU !ON �\ 403 provide Effluent Filter on Fi=L Septid Tangy:. ICE MAKER WATER & �� / /� �' ,�; I I i EMENT GROUND WATER >Ko 10 / / j/°i':_- I I _ ( _ 4G4 zachlng System bed) •o_1 J minute/inch specified percolation rota in fill) Ft• Re�'d (MIN.) i /';i f , /, �� I I 1500 GPD _ 0.9 GPD/ Sa• / i �' .i� � � I - .75 reduction for bed configuration) = 2222.22 Sq. ti ' BACK i i % r/, , , = 1 666.t;7 Sq. Ft. - -^ I UU SET o° / ;'. __ LIMIT TYP. to!� '/ T.P. / '/ \ / -/ _ _ t Units o be T � r 1 � 1 �, +, used. ( ) F / j / I � _ "Sidervind O�x56�� =cc ,. • CINC VALVE ?IT i \ \ �rc:,ae '4) beds ( ) Ia v _ a n lateral to be (9) Infiltrator units 'ong ---- �/ ,/% ///•� i'i i ;/ / �� 1 l �� �\ REPUTED LOCATION OF bed o have C . b��� t Jbe s , crated , 3 .e, oo b,; 48„ 1N. /� // I �� EXISTING IN-1L, INSIDE _aterals to be 43' 0 rn OF C ^^ m FX'S1ING HOU�t {fluent o`er j �� i; ,,;�; � I ti �l ,sing _ 20'-0' �, �j %' I I` ! ��� Pumped Dosing: I 1� �-- (2) - NDPE FORCE,+kA;N \ 31 /% i ;i 1 i , O1�Press e distribution via perforated distributor pipes full i — ii I \ -- - �,--- — �o�` Rg" TEST W 1 t ! �\ length of laterals _ �; LANDS N F OF 100' SETBACK TO \ GLEN LAKE T.P #4 \ "'� \�� SULUVkN ' \, \\N FEN.' D !N mod DPE ORCE - . 'DU STET_1 ,1LOCA"ION \� o- 406 j • ao2 - f MAIN S6. �' \�� �� p RCC)LOON TEST RESULTS: , \_ 4 10 x \ - LEACH BEDS w w �\ 406 200' SETBACK _ ----'---- LIMIT FROM NEW WELL _ --- \ _- - ---- -- �� �� \� \ Percolation Test PPROX. LOC ATION OF F / �� 405 TestDepth:epth: 48' l LEACHING SYSTEM- __ --J _OOfl Gay �� XIS "' -2 PROPOSED PUMP STATION Soil: Gray Brown Med. to Fine Sand w/ some Coarse Sand & Grave, GR SE TRA E ` MOTE PROP _ Stabilized Percolation Rate of 1 minute 33 sec. Percolation_Test J2 O EXISTiNG SHORE > " F - Test Depth: 15 & 7Soil: Medium Reddish Brown Sand & Gravel mix (fill) OF O EXISTING WELL IRF ¢ DS N�_ � N� `J Stabilized Percolation Rate of greater than 20 minutes per inch. N SEI vim' S�`�` (2) EXISTING SEPTIC TANKS; TOWN O QUEE SB TO U y UI�Y lieve 1 saw evidence of, APPROX. LOCATION OF OF Q E ti LPL FZ S(P G�ele SEE NOTE G-2. trees,fences, � �_ �.,�_-.- ;, or observed, or be etc., EXISTING WELL Gp�GEt ��.6 c�5��� c`'� / BUILDING & D EPT. wells, resentthatl th „ �- � ¢ roo ;rich as houses also rep diagram. ' REVIEWED BY doeum� n etfiorth on th m„ sured the d Of s / E dv G�ECE DATE _ AUL jE Q0-7- o PP LEGEND: `�� — _ o�,,� Q - EXISTING / BY OTHERS: - (existing features denoted by lower case lettering) � • . - pg/�6/01 AA SUBMITTED FOR CONCEPTUAL APPROVAL.TMOF ®SBY &NYSDOH _ o NEW / PROPOSED IN THIS DESIGN: ---- ______._. - � • • DAB n®NCEP d REV # ISSUED/REVISIONS DRAY PROPERTY LINE. 16.t ' `� (l� / U �+ SHORE LINE: l CONTOUR LINE: \ 4IN / R /. ��°� WAS>T�'+1ATER DiB SYSTEM LOCATION GLEN ��� ` ,t=► �` " • 1, DO�KSIDER BESTAU� PROPOSED OF NEW DOCKSIDER WELL 41i 1 _^ GLEN LAKE ROB TEST HOLE LOCATION: ® / QUEEIySUR1f, NEW YORK IAKE e - ER39 P1 , TIN uIN PERCOLATION TEST LOCATION: JARRE= VAR H. JARRETT PHONE:,(518) 7't oETDETAILo�� E. # 57509 12 EAST WaSH1NGTON STREET FAX: (518) 75 2 o GRAPHIC SC AL E GLENS FALLS, N.Y. DETAIL REFERENCE TAG: T 1 DETAIL o 10 � �+�O'�-',� SEE DRAWING FOR ALTEPLAT10N OF THIS AUGUST 2W - DOMMENf EXCEPT BY Plan&DeWlls.dw'9 PLOTTED/REVIZ90:090M SECTION CUT DIRECTION o s ( � ) - A LIED ENGINEER FILE: FA129062601 DPdwl +der Wasiewa �a4C� P IS UNLAwRJL SECTION LETTER _ SCALE. SEE GRAPHIC SCALE 1 inch - 20 SECTION REFERENCE TAG: T1 - - SEE DRAWING I FOR SECTION I I I r FILL MATERIAL TO HAVE PERCOLATION RATE "SIDEWINDER" HIGH CAPACITY INFILTRATOR , CHAMBER LATERALS (TYP.) LX,STING uRADE OF 6-10 MINUTES/INCH SLOPE FILL TO DRAIN SLOPE FILL TO DRAIN 39-7" STORMWATER OFF (.T,P ) STORMWATER OFF " LEACHING SYSTEM _ LEACHING SYSTEM (MIN.)N. - - :.. ... tz .. _ - •. .. ... . . .. MIN r 5'-0" 4'-0" 10'-0" - (MIN.) ---(TYP.) (TYP.) HIGH GROUNDS WATER _ REMOVE EXISTING GRADE TO ELEV. = 400.0f - BELOW FIRST DARK BROWN ORGANIC ` LAYER; FILL WITH MATERIAL WITH 6-10 MINUTE/INCH PERCOLATION %�19UAUVEYNTER MOEN MUEN ISMON SCALE: N.T.S. • "SIDEWINDER' HIGH CAPACITY INI=11."RATOR CHAMBER LATERALS (T)'P.) FINISHED GRADE GEOTEXTILE "SEPARATION" WASHED CRUSHED STONE; PARKING LOT DRIVING SURFACE FABRIC NO FINES OR ORGANICS 5'-0" 8" (TYP.) (MIN.) / � / \ � \ •1,�' 1 '—O"� (TYP.) SCALE: N.T.S. 09106/01 ® SURMITTED FOR CONCEPTUAL APPROVAL: TWN OF Q SSY& NYSDOH DATE REV # ISSUED/ REVISIONS , NEW �YS U E DETAIL S DRAW{ WASTEWATER DISC SYSTEM KSIDER RESTAURANT • G ROAD OUE RY NEW YORK QJAR= MARTHN ENGHNEERSiD , PLLC JARRETT (518 � PROFESSIOU` Ls��1C�i�!'�1L��'E INN P . # 575M 12 EAST WASHINGTON STREET PHONE: ) 782� p7 c�-tr®toot GLENS FALLS, N.Y. FAX: (518) 7W1 64 ALTERATION of THE AUGM zoos m#01,28 SHEEDOCUMENT 'DOCUMENTEXCEPT BY AtS ULICETt ENGiNEEA FILE: F:\129062601 DodTidw Wastewater Plan&Dews.dwg PLOWED/REVL3ED:09IC)W &4SAM