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1988-843 BUILDING PERMIT TOWN OF QUEENSBURY ro No. 88-843 `n / WARREN COUNTY, NEW"YORK t \ W PERMISSION is hereby granted to Bavarian Palace (7, I OWNER of property located at Round Road � treat,Road or Ave. in the Town of Queensbury,To Construct or place a Sewage Alteration at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is RTE. 9 Lake Geroge Road Lake George, NEw York 12845 td 2. CONTRACTOR or BUILDER'S Name Hy SAME 3. CONTRACTOR or BUILDER'S Address c� 4. ARCHITECT'S Name 7y 0 z�z t7 5. ARCHITECT'S Address 0 O 6. TYPE of Construction—(Please indicate by X1 ( ) Wood Frame ( ) Masonry ( )Steel ( 1 7. PLANS and Specifications No. SEE FILE 8. Proposed Use SEWAGE ALTERATION tli $ 35.00 PERMIT FEE PAID —THIS PERMIT EXPIRES October 26 19 90 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) H t=i Dated at the Town of Queensbury this 26th Day of October 1988 r H O SIGNED BY • for the Town of Queensbury Building and Zoning Inspect& -, TOWN-DI? QUEENSBURY ' - � • APPLICATION FOR frTo IN C,,5-R:,7��, ,., r• • °,`.- '� � �� SEPTIC DISPOSAL PERM r U d , 4', DATE October 25 / 1988 BUILDING & CODE DEPT. LOCATION OF PROPERTY FOR INSTALLATION Round Pond Road - Bavarian Palace Owner's Name: Charles R . Wood Telephone: 792-6568 • Address: Route 9 Lake George Road , Take George , NY 12845 Installer's Name: Charles R . Wood Telephone: 792-6568 Number of bedrooms (residential only) N/A Total daily flow (compute @ 150 gal per bedroom) 10 , 000 GPD Topography: circle one: Flat Rolling Steep slope % of slope Soil Nature: circle one: Sand Loam Clay Other / Depth: 15feet + • Ground Water: At what depth? None at 15 feet . Bedrock or Impervious Material: At what depth? None feet Percolation test: circle one: not required required/rate min.inch. 10 sec . perc . Domestic water supply: circle one: Municipal Well Other If domestic water supply is a Well: Separation: Watersupply from Septic absorption N/A feet *PROPOSED ,SYSTEM: Septic Tank gal. (minimum size: 1,000 gal.) YIECIXTXXIXEK: Each Trench feet / Total system length feet SEEPAGE PIT(S) : Number of / Size each feet by feet Size of stone to be used l/ /Depth or Thickness feet • *Please see attached site plan map & detail sheet ******************************************** ********* I have read the regulation on the reverse side of this sheet and agree . to abide by these and all require s tikoin of Queensbury Sanitary • Sewage Disposal Ordinance. 0 • °, , Signature of respo`isible person: �I Date: 1D Z SI SPDES permit applied for 7/21 /88 (OVER) Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the Building Department at least 24 hours before start of construction and shall include a plot plan showing: 1.) the proposed location of the system 2.) location and distance to lot lines 3.) location and distance to structures 4.) location and distance to any water supply 5.) size and dimensions of all tanks, distribution boxes, tile fields and/or drywells B. No system shall be covered before inspection and approval by the Building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure to produce said plot plan at time of inspection may result in an immediate work stoppage. D. Should unforeseen problems during construction prevent proper installa- tion, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department before further construction. Town of Queensbury BUILDING and CODES DEPARTMENT Bay and Haviland Roads Queensbury, New York 12804 Remarks: . . ! .• s , -, r . -f- t.) . . . . 3 •• A4.1.W4L151 NEW VOR ST.•,:lf: L/EP AR rts•ILN r or EN\fittoNtoxrilM. CONSEliVATION : •tit'E''stAA : . . 1•''.."..4.:ilV.! APPLit.:!ATICYM FOVaLli "'i•.`i" itowilai 1 .• .._••• for a State Poliiiiiarki 'g'.1.1'eselinurge Eiiillillildiltiii Z.4)0itelfi (SPDES) Permit (A SPDES Application Vvlin ',ile,ned by a Permit Issuing OfiiciJI Becomes a SPDES Permit) - 1411aar • I PLEASE PRINT OR TYPE 1 APPLICATION TYPE li RENEWAL OR MODIFICATION,GIVE: PREVIOUS NUMBER . t I • 0 New 0 Renewal rg Modification WI-- (..'C'. I 7 5.3. 7 . . I 1 • OWNER'S NAME(Corporate,Partneishlp, Individual) .: • . _ ri Pt OF oWFIERSHIP . 6:,,raci[Nr L..)C-A Pc In coil...mai, Li individual 0 Partnership 0 Public i . -TONBER'S MAILING ADDRESS(Street,City, Slate,lip C.) • 6U;--MS 4(iti•d , ..... .0"..i t i REFER ALL CORRESPONDENCE TO:(Name,Title'and Achlo I rrs) TELEPHONE NUMBER - \ /- r. .. . EN..c:„,k,:..,....c.,,.,,,,k, qr.)Li.:„..,,,i_ •,,),„. _.. ,, ,...,u.).,., y :c.v.., ,.' .-!.,,....:0, ( 51,..,. ) 792. •./)-P.'•2 i 's FACILITY NAME ' .—., ' -- FACILITY LOCA HON(Slice' oi Itt.,ZR CITY,TOWN OR VILLAGE i , \ 612.SAc. E.)c_.wc i)A,i An i.),‘ I 6_4(..( \:),i...k.'ti... (i • ON1.1)(3..,(1,, .11 • • COUNTY . GIVE EXPLICILDIRECHONS i0 LOCAltoN Cr/ '' •:21/4c ( (Th f•-I/I I NATURE Of_BUSINESS OR FACILITY • .. POPULATION SERVED(See Instructions) - -•r • 1>NE 1.:.-3E.I. . hC- I(-I I"- C••,5- 0 --- FREQUENCY OF DISCHARGE • i •:',, All Year? VJ Yes 1E1 No If No,Specify Number of Months I All Week? :1. Yes 11 No If No, Specify Number of Days — DOES YOUR DISCHARGE CONTAIN OR IS IT POSSiliti TOR YOUR DISCHARGE TO CONIAIN t:',;i OR MORE OF TIIE FOLLOWING SUBSTANCES ADDED AS • . , ..' A RESULT OF YOUR OPERATIONS,ACTIVITIES OR PROCESSES& Please check: 0Aluminum 0 Ammonia 0 Ileiylliiiin 0 Cadmium El chlorine Ochwinitin, 0Copper 0Cyanide 1,—, '1231Greaie ' 0Lead 0Meloiry 0 Nido Doii El Phenols El Selenium 0 Zinc LiNone of These , '• I : ': + ' MIAMOMMONIMILY../....0111•1*1111 a...r• •a-.....•“Lrarcal•mntavaue../euxu......riab.an........•.....clua••ol.a.,..anasa.a......r.mrsaur.rairistacam••• .1 1 • . •.., DISCHARGE DATA Mee additional forms,It necessary)1 ::,2 instructions) I - . . • • , 1 .• :.:-..", ..OUTFALL NO. 0 Proposed 0 Replacement TYPE or WAS IL .1 YPE OF I RLAT MEN,--T. DESIGN FLOW . 1 0 Existing 0 Expansion _lc t 1 f Out.. .j.:1`i lc, I Crr.c._ - ( ,,:.A.,tif.i..'it:..:L1P ...'5. .,SURFACE DISCHARGE - • 1 If YES,Name of Receivine,Warms Classification 1 Waters Index Number -. .. .-.', U Yes LI No I _L. 1 1 .,..; , SUBSURFACE DISCHARGE If YES,Name of Nearest Surface Water I Distance ' SOIL TYPE Depth of.Water Table • • '•... Yes 0 No r kt. ( ..!.r.1 ('‘II k I C'kt' 2,...51A,....... .............1 :1:: .... 1 • •: , .- OW FALL NO. Proposed. . Replacement rp.',,E 01'wASTE TYPE OF TREATMENT ••DESIGN FLOW ' I .:..:.:'.1 1.' • (2 0 Existing 121 Explosion _..)!:)•:l i,CIC-L, • r ••• . ,)1, c',1 c.. \ co,,,...... (0 .31:0 Gal/Day SURFACE DISCHARGE.. ,_. If YES.Name of Receiding Waters Classification 1 Waters Index Number Li n• A Y-• NO'' - 1 • 1 • • 1 ...•• ! SUBSURFACE DISCHARGE If YES,Name of Neared Surface%Vinci' Distance SOIL TYPE Depth of Water Table i [ .Yes El No r'"\:1-.t: ,.' K : (:),(i-ii P-1....,,,,.: I 1(...,(.,!' Ft 7)f).10 t:.,•.\--- J.-: -I- . - .i •outi-ALL.NO. 0Proposed 0 Replacein7it11:olff'‘N'AlC'E ' l'er'i OF TREATMENT DESIGN FLOW El.Existing 0 Expansion • ' • • - G!slillay . t . ; SURFACE DISCHARGE i' If YES,Name of Receiving Waters 1 Classification Waters Index Number i I :• 0 Yes El No I I . --.-1 • . •,- i . t SUBSURFACE DISCHARGE 1 If YES,Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table i 0 Yes 0 No I 1 Ft. I ' . ..., _ • • I hereby affirm under penalty of perjury that information provided on this form and any attachr••I supplemental forms is true to the best of my knowledge and ' belief. False atements made herein are punishable as a Class A misdemeanor pursuant to Section i.W.45 of the Penal Law. 1 . . ;!.. APPLIC 'I: NAT ' (se- frstruc 7ons) D 1.1: i MIMED NAME TITLE X / 1 . • 1 4Lir . - A, -. 're 'l 2,I I L'I`.'...: 1-CI /.\(,)\r....,_, ( ..,,,u.2 1 ....... ,.. . .. . . . .PERMIT VALIDATION SECTION APPLICATION NUMBER •;_.. ',.. • . (Dep.artment of Enviro iiiii en(al Conservation Use Only) NV—. . . ...! ! This SPDES permit is issued•in•-compliance with title II of AI ticlu 17 of the Environmental ! . .- Conservation Law of New York State and in coim'nonce with the provisions of the Federal Water OTC I IVE DATE ' EXPIRATION DATE '..:, •°: Pollution Control Act,as amended by the Federal Water Pollution Control Act Amendments of , . • • i 1972, P.L. 92-500, October 18, '1972 (33 U.S.C. §1251 et. seq.)(lierehnif lei referred to as"thu •• . ' ATTACIihtENTS: ,.. .._i Act"), and subject to the attached conditions. . . . • . S : •..: 1, , . • . . . • 'velure of Permit Issuing Official Date CAN Type Type SIC CODE V Out Ois CAI:11 KNiun rummy Maio; Sul, (mow.t CAIID I Mau& Longitude 1 CARD Lim Ind n ... . 131 '. Own - falls Cla ' liatIn ILISIII Aura • S' 1 66 1 65 ' 70 73 74 1t! J..,6 71 72 74 76 /If .. 55 59 tou 7 Si I . 1 Ill' 1 I "4 —I. -I I — L . 6 "_......1 ...1....L.1. i I 1...1.... • • ..• . • • . . • • • • • SOIL TEST RESULTS 7/15/88 TEST PIT #1: 0" - 8" MEDIUM TO FINE 'SAND 8" - 12 ' COARSE GRAVEL - STONE TO 6" 12 ' - 16 '4" COARSE SAND - STONE TO 2" NO LEDGE OR WATER • PERCOLATION TEST AT 6 ' - COULD NOT STABILIZE PAST 11 SECONDS PERCOLATION TEST AT 10 ' - LESS THAN 10 SECONDS • • • • • • • • • ti Septic Tank & Grease Trap: Kitchen Waste = 10,000 x .35 = 3,500 Gallon Tank Required -Provided -. 4,000 Gallon Septic Tank . Grease Trap = 500 x 2.5 Gal./Patron = 1,250 Gal. Required Provided - 3,000 Gallon Tank Toilet Wastes = 10, 000 x .65 = 6,500 Gallon Tank Req'd. 4000 Gallon Tank Provided, Therefore, Provide Additional 3,000 Gallon Septic Tank SEPTIC DESIGN CRITERIA. Population - 500 Flow Per Patron - 20 Gals./Person (NYSDEC Regulation) Total Flow - 500 x 20 = 10,000 Gals./Day Percent of Flow Kitchen/Toilet Facilities: Campground - 10 for Toilet, 10 for Kitchen = 50% Camp, Day - 10 Plus 3 for Lunch = 23% Motels - 100/Unit, 150 w/Kitchen = 33% Schools - 10/Person, Add 5 Gal ./Person for Cafeteria = 33% 34.75% Therefore, use 35% of Flow Generated in Facility is From Kitchen. Percolation Test Run 7/15/88 = 10 Second Soil Assumption has been made and confirmed with NYSDEC officials that sewer can be anticipated in the area within the next 15 years. There is no 20% reduction in septic load taken for water saver toilets. Therefore, Design Application Rate = 2. 4 Gals./S.F./Day 10,000/2.4 = 4,166 Square Feet Therefore, Use 8 ' Diameter - 10' Effective Depth Pits = 251 S.F. 4,166 S.F./251 S.F./Pit = 16.6 Pits Required :Use 17 Pits Pits Required for Kitchen Waste: 17 x 35% = 5.95 Therefore, Use 6 Pits for Kitchen Therefore, Use 11 Pits for Toilet Rooms } '�V J� V J V v V J V JMV JM J V J V J V V V c/eGV V J�V J JAIN./}� • (� • MIDDLE DEPARTMENT_INSPECTI_ON AGENCY;INC. ,Q1�,./ C' 900 Haddon Avenue Collingswood N J 08108 C 5, �F; Aft J 1� ,) yi A s ' Vi a' r ' ' '� . Date December 12, 1988 • Certlf te5 that the eiec`trica'I equipment listed has been examined ana:is approved as being in accord C ( with the National Electrical Code, applicable governmental, utility and\Agency rifles. Ck / r r t ' k C COwner: M.A.S. Po1ladian( kt.ti /�� , r " , Occupancy' Garage C , Occupant: Warren Tire .Service Inc yu. ' ' ' =a ' " , Location: 2 Aviation Road,�Queensbury• '(Warreni{Co) >NY ..1This:certlficate covers the-electrical;equipment and installation inspected.-this t date. If additional equipment should be introduced or alterations made to existing system this certificate shall be null and void, and application for inspection should be submitted promptly to this Agency. Equipment: 60 Outlets;e. 30 Receptacles; 20 Faxturesm Holder of this certificate should resent same to his property insurance carrier ` (agent or company)as evidence of certification of electrical equipment approved ' \ as specified./ 1 C ti�ti \ / /f' r • e • I Warren Tire Service Ctr .,,I _ �f;f Applicant: 92 Warren Street �:" : °-� �; si.,r =- PP _ _ No. 15-028394 e y Glens Falls,. NY 12801 ~� — : }- " .,i • ve il An . r c tic '."a. •-o. y . !^`, �.-. /MIL-r cc77 // • Jocun oi Queensbury • BUILDING and ZONING DEPARTMENT ()PBay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSA SYSTEM INSPECTION NAMEB I W, C��kLB . LOCAT I ON I' i't)it alt.ek l!I ' . DATE)1113 / U PERMIT NO. -—/ SOIL TYPE - Sand - Loam - Clay - Perco ation Test Required? YES - NO Percola ion rate - Min/Inch TYPE of S TEM: Absorption field, total length Length of eac trench Depth of trend es Size of gravel SEEPAGE PrITS4N O- of) ' // e Size- ,/' ft. X _a ft. ' Gravel/size , PIPING: Size Type Bldg. to tank Tank to dist. box Dist. box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONS: Foundation to tank 61 _•)ft. Foundation to abso'.tion 5 ft. Absorption to lot ine 'r , t. Separation of pi s Z Zf- -. LOCATION OF SYST, ON PROPERTY(c cl-e7N ne) Front - Rear - eft side - Right ide COMMENTS: i/^ Of- Gam, \� - , J�✓�M `/ %e->`7; /l ce CA'', Air[ SYSTEM USE APPROV D YES 0 %, e� Building/ Inspector 01/86 and vl «4._ fie) • Town of Quee, iur, / • BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION rirr NAME (---10- / �SCC"�� 0-)ger#%// i hey / 1 LOCATION , %g 4N , ) DATE_ /d P/ s P E RM I T NO. /J d --g4/3 , SOIL TYPE - Sand - Loam - Cl y - Percolation Test Required? YES - NO Percolation rate - Min/Inc TYPE of YSTEM: Absorpti n field, total ength Length of ,each trench Depth of t enches _ \ Size of gra el • s _ ` SEEPAGE PIT Number. o 7) • / L' r Size- (:(ft. X �' " f . �-^--- Gravel size )_ PIPING: \ Size Type Bldg. to tank Tank to dist. box _ Dist. box to fiel. pit Openings sealed? ES NO Partial LOCATION/SEA IONS: Foundation to ank ft. Foundation to absorptio ft. Absorption t lot line \ ft. Separation o pits V ft. • LOCATION OF SYSTE ..-.. M...ON' PROPERTY_(circle one) N Front - Re r - Left sid/ ` Right side - COMMENTS: \. V ;.9 / 4 4 r /1 .. ,A /;/ A (ye e,______ . /%/ ' , 1 z... i,' --,... SYSTEM USE APPROVED; `-YES'_ (f! NO1`Y • . .ice, ,/,4'illit j )1ji t ' 'H Building Inspector J 01/86 and vl � �'�. sC ,4 / Nt/ C0 � �r_ 1tJ......2.,,,$). „....,4,,, , 4, -..,0c , ti . •KESTNER ENGINEERS,.P. C. ESTABLISHED IN 1955 CONSULTING ENGINEERS JOSEPH A. KESTNER,JR., P.E., L.S. ONE KESTNER LANE MARK L. KESTNER, P.E. TROY, NEW YORK 12180 QUENTIN T. KESTNER, P.E. 518-273-7446 71 ANTHONY M. KESTNER, B.S. K.WAYNE BUNN, P.E. . JAMES J. SHAUGHNESSY, P.E. JEROME THORNE,S.E.T. RECEIVEQ • October 28, 1988 . nrr011ae6 P MORSE ENG,. T ; Richard Morse, P.E. ' Morse Engineering 99 Lower Dix Avenue q ' Glens Falls, NY 12801 { • RE: BavarianPalace Parking Lot Site Plan - Proposed Changes a ': Dear Dick: In accordance with our conversations, I have approved the relocation of the seepage pits, east of the Bavarian Palace, to an adjacent area north as shown on Drawing No. SP-1, dated ; ; October 25 , 1988 . I would suggest that the distribution box be more centrally. located in relation to the pits so that a ' , more uniform distribution of effluent is achieved. I a It is my understanding that the revised parking plan has been submitted for planning board action. Sincerely, KESTNER ENGINEERS, P.C. h I Quentin T. Kestner, P.E. Vice President 'NN QTK/cp A. ! \ xc: Cha -es Wood ;,Have Hatin • ia MUNICIPAL ENGINEERING WATER, SEWAGE,AND DRAINAGE SYSTEMS SOLID WASTE MANAGEMENT FEDERAL/STATE GRANT APPLICATIONS • PRECISION SURVEYING AND GROUND CONTROL TELEVISION PIPELINE INSPECTION,METERING &SAMPLING CONSTRUCTION MANAGEMENT AND QUALITY ASSURANCE ----- 34' HIGH RAILING — 1-1/4" BLACK iRON PIPE HAND RAIL, VERTICAL POST a CENTER RAILING _- � I 10" DIA. x 30 " DEEP CONC ENCASEMENT WIDENING_ =� E• i ion 3 i Pip EXISTING 20 WIDEPAVED _ ROADWAY •• - --- I Pfs t S_c�_ 20_W10E -- - _ 1 ►- - -- PAVED- ROADWAY-- -._...; I I i PAV E r& N T a WALK DETAIL N.T.S. - of PIPE i i I cn w) - -- o 12 i2 -�—+-s r PIPE -- SUB -GRADE OF ROADWAY OR TOPSOIL --ACCEPTABLE EXCAVATED MATERIAL OR SUITABLE BACKFILL APPROVED CLAMP TAR PAPER 5/8" x 8'-0" C.W. GROUND ROD STORM DRAIN TRENCH DETAIL NOT TO SCALE 8" TRAFFIC -CRUSHED STONE (N.YS.D.O.T SIZE *3) PERFORATED PIPE FLAT JOINT TOP SECTION (OD ALLSECTIONS HAVE SHIP LAP JOINTS • = "• r; :•° TOP 8 BOTTOM W o o'•,•o, �: a o; • : e:o ;a: PIPE OUTLET ° • 4 0 1. D. TAPE RED HOLES - 16 PER I; • , :••. -- ---- -- ----- / I SECTION W0 LI k: ANNULAR RING OF •-�" ( • ' CLEAN GRAVEL OR :.6: �' v° _ .� CRUSHED STONE n 1 . ° c , •� qr� ,fly ` ,11•' Ir /1'[1 ,1•�� r, .• •• •�r, to . II,. ( ,1 r I,r►",I°,' 1.0' 1'�� I I In • [ 1 �, i / , I•�' / � � r � �1 , I 1 � r 1 .1 . ' 1 °' O' I . ° O . [ t] , 'I 1 1 �' r •' ; I /', � /,'1 ' I r ' 1•C ' I, 1±1. tIII,If•e Ifl�1� r/r,'Ol�ll�/�,' �1�,01 Ill �',1 ,�•IQ � . 11� 1 1 r , Ito1, Ill /' f.1 ([ 1 0. ,.�, 1 Q. / • / • r, I.r• ' �• ' [" '1• ° ' ' � '' '0• ' r.r.a..r.• M�-'.J..� '�-"ir �� .. ' �; y ' : •'n� ,� ._._sue ' ,,.a-'L "".'9" ,rrll 4-0 " _0 1 _ D: ST RM DRY NOT 10 SCALE Pavement (New paving or patch per 4 Topsoil /Seed 8Turf Establishment [ paving detail above, as (Restoration as necessary) necessary.) / \`- New paving, Existing pavement or turf 6rr 611 481 6" P.VC. \ i Select Granular Material I + _ � (Compact to 95 % Modified Proctor) NOTE: Depth to invert as shown on site plan. o Limit of trench excavation --ANCHOR CULL`, A;i RL-URU 3000psi CCN RE f E ___'1 BY POLE MFG. - i A 45" CHAMFER ALL AROUND BASE --FINISH GRAUE TBARS —_ 1/2' P.VC ~ CONDUIT— DI -I 6 - 46 BARS . �,---- I: I I"PVC. ~I CONDUIT T Y P. no CRUSIIEp. ,STONE • 4+ C I COMPACTED or UNDISTURBED 24 SUBGRADE ROUND NOTE: SEE PLAN FOR I-UCAf10N AND SETBACK DISTANCE FROM ROAD. _LIGHT POLE BASE DETAIL M NOT TO SCALE ._ 3' 2" _ "I i - t -7 J,/ 1 21- 2 -4 I - -- - - t 7" F- - - 0" NEENAH *R-2501 FRAME 6 GRATE or equal HEAVY UTY_NOT To SCALE SANITARY SEWER TRENCH DETAIL NOT TO SCALE 4 110C) W Mr. IAI HAI IUr f ix 1010 I i i i ---- r - SEE POLE BASE DETAIL LIGHT POLE DETAIL_ NOT TO SCALE C,I�o �. •p � � p r 1p ur, / nib ; � \�� •� .q e - •�.? %J I', % v o to t0 0l °p . � � � +• row. le CT;!1 .. •. �(/A\m13r1 � 6, CONDUITBURIAL DETAIL Nov 110 Scale Pipe O.D. + 2 FT. or Structure O.D. + 4 F T.--_—^-� Seal Coat Surface SEED Ek ESTABLISH TURF AS REQUIRED AT OPENINGS 41 TOPSOIL EARTH BACKFILL EXCAVATION LIMITS SELECT GRANULAR MATERIAL CONDUIT AS SPECIFIED F-Existing Porking Lot Surfoce --Square Edge 81 Tack Coot Compoded Trench Bocktill Material Asphalt Concrete Top Course Type as per existing __-r- Asphalt Concrete Binder PAVEMENT REPLACEMENT DETAIL Not To Scale 811 5 r-1111 4-711 6' FIEAV Y DUTY IL1- O" O FRAME A COVER NUI 10 SCALE II KNOCKOUT PANELS: 6"x26" - SIDES 611 x 14" -END C #2 DISTRIBUTION BOX NOT TO SCALE NOTE: DISTRIBUTION BOX AS MANUFACTURED BY FORT MILLER or equal. COMPACTED NYSDOT ITEM 4 r (I 1 r"ifw IIAp it _4 111,101 � I '-COMPACTED SUBGRADE TYPICAL PARKING LOT a WALK DETAIL Not To Scale 6It �t 3000 GALLON HEAVY DUTY SEPTIC TANK NOT TO SCALE 2'-011 0 I. D. TAPERED PLUG n 8" TRAFFIC FLAT JOINT j—' TOP SECTION T o 1:3 `� q [=3 0 n Q Q o 0 4-Or �4 ��, C:] ©� C=J E Q OR DOdC::]Oo E:3 �c�oc���0 � O � o E:D ED C-1 Ogg0000�00 SHIP L A P JOINT C:- " OR 4q � 0 (� [� 0 I /4 X 6 OPNG. ri 4 �� ��� 50 Oq GtC: 0 I 4 g q q- � 3 E=J L co O c�c.�o� 0 �q dq C:,- Cz:1 SHIP LAP 4' FF++-- JOINT 8'- 0" 81-0t10 0. D. SANITARY DRY WELL NOT TO SCALE N.Y.S. D.E.C. N.Y. S. D. 0. H. I IT16' TITHE BAVARIAN PALACE11 //AMA DETAILS - IMORSE ENGINEERING 99 LOWER DIX AVE. town of Quemensbury —Countyof Warren —State of New York GLENS FALLS, N.Y. 12801 Designed Checked Scale Sheet of Drawlny No. R. S. Morse R. S. Morse As Noted Sheets Date: Project No. � °ram 88 - 7300 H.C.M. 7- 21-88 PAVED SURFACE EXISTING SEEPAGE PITS a ASSOCIATED PIPING EXISTING PAVED SURFACE e.7 R-419' Lu te C/) 24 PROPOSED MY wlezz r)c Ecy NZI Lv Ift HfY 2D5 00 4v 4.t Ur Afe, Mrr 'INCICI LAZ_7111ra 7 IS a 005 �/r,17 2_l2!MAt_L".' TEL. CO -AM BOX Ammo zs#rAv 0 94 L. f ff ArCX? Ems' aF,�YEiuENr ArIOMS110 DRY WELL AU EXISrIlYS TREES glow 12 p 6100 FrlR- 6! MONO TO AfMAN DRY WELL " 4 m*'q wo14V L.F OF A? PERK C 208 c =�-i —44 ZJr OF 14?' ?fk.r t 41P L.F.Off".,A(P _v Z'raf. 1'?")Ayf'ff "nifff? W'-7 PWPOSICO AMORIIIME 29 & 10ae My Me& \ ROUND /0 RZY 213 X 218 POND ROAD' 214 216 ALL LrISAMS )MEE-1 7?,fFW1,Y &71fZZY THESE _11W115 ALM A F L rd7l*S A W _WRRZZ 32 hV MOSM AV 5W AFE4 NO& MYSAW WS AEAJtlYEO BMW AWANZ9 MWIASMA. 236 234 230 228 —226 224 __222 220 218 ____-216 214 212 210 REV DATE BY NOTE Title: rA BAVARIAN PALACE AK PARKING LOT S I TE PLAN MORSE ENGINEERING y EERING +Am 99 LOWER DIX NX AVE.AW TOWN OF QUEEN BURY —WARREN COUNTY —STATE OF NEW YORK y GLENS FALLS, N.Y. 12801 Designed: Chocked: Scale: Sheet Of Drawing NoL N. Sciartelli . Morse R. 1 20' 2! T 2 shoes i0l SP Drawn Dots: Project No. 88- M. Cortese 10-25-88 L SKYLAB RIDE 224x5 6 --fro-PM OICY WELL *z ro ELEY. Z/Bt 50 /A-1K El- ICY Z13.70 (MAW AJPHAL.T COLLAR '"AVED R04OW4y TOP OF SLOPE /*W40-%r,0 A'54D A4owm a ss OWN ..on _•.,a NM*9 -iL TEST RESULTS 7/15/88 SURVEY INFORMATION F BY. COULTER & McCORMgROM R•O•W LINE DRAWING "SITE PLAN FOR THE BAVARIAN PALACE," AS PREPARED 44-sun ---m--�. maw. F,tSi PIT !1. - 1CK, LICENSED LAND SURVEYORS, REVISED JULY Ar 198B. OF RESIDENTIAL USE LOT LINE SITE PLAN sI OF�h'/ST/ `KEPT/G SYSTE'iYI /�,plcLt� /�fq •iy " " Ow - 8 PIGDIU 1 TO FINE SAPID PROPERTY OWNER: QFt G vq.P/s9Nf%1�.4GE, �'E�XPEI> QYOL.O/GE�i1/SG��{// ^SG�. 8 - 12 COARSE GRAVEL - STONE To6" ATTRACTIONS LAND n . " SCALE= I 20 G RGE THE GREAT ESCAPE 6e"'V c- b✓/., iylb'e8 of E,y6✓�✓E�5'-Mq�irG j-2X7Ep�opie /3 / 9� 12' - 16' 4" COARSE SAND - STONE TO 2" NO LEDGE OR WATER P,©- 51 E BOX 511, LAKE GEE)RGE, NEW YORK 12845 PERCOLATION TEST AT 6' - COULD NOT STABILIZE PAST 11 SECOODS PERCOLATION TEST AT 101 - LESS THAN 10 SECONDS &I`rrrc�,�taH CBrTSitIA `. Population - 500 t' Flow Per Patron - 20 Gals./Person (KYSDEC Regulation) Total Flow - 500 x 20 = 10,000 Gals./Day t: Percent of Flow - Kitchen/Toilet Facilitieex Campground 10 for Toilet, 10 for Kitchen # so% 8 Camp, Day - 10 Pius 3 for Lunch _ 23% Motels - 100/unit, 150 w/Kitchen 33% Schools - 10/person, Add 5 Gal./Person for Cafeteria 34.758 Therefore, use 351 of Flow Generated in Facillty is From Kitchen. Percolation Test Run 7/15/88 _ 10 Second Sail Assumption has been made and confirmed with NY'SDW. off iciatls that sewer can be anticipated in the area within the next a 15 years. There is no 204 reduction in septic load tarn for water saver toilets. Therefore, Design Application Rate = 2.4 Qal.s./S.P./Doty 10,000/2.4 4,166 Sgoa-re Feet Therefore, Use 8' Diameter - 10' Effective Depth Pits 251 S.F. 4,166 S.f'./251 $.F../Pit s 16..6 Pits Required. Use 17 Pits Pits Required for Kitchen',Waste: 17 a 35$ _ 5.95 Therefore, Use ;6 Pits for Kitchen Therefore, Use 11-Pits for Toilet Rooms x Septic Tank &,Grease Traps. Kitchen Waste = 10,000 x .35 _ 3,500 Gallon Tank AP fired ,X< Provided - 4,000 'GallonSeptis Tank Grease Trap 500 x 2.5 Gal./Patron _ 1,256 Gal. Required Provided - 3,000 Gallon Tank Toilet Wastes - 10,000 x .65 6,500 Gallon Tank Req'd. 4000 Gallon Tank Provided, Therefore, Provide Additional 3,000 Gallon Septic Tank LUCK MAN1106E COVER - EXISTING' Q MANHOLE COVER -- PROPOSED SANITARY PIT - EXISTING SANITARY PIT - PROPOSED SEPTIC TANK - 11XISTIMP SEPTIC TANK - Pf POSSO 00-J LIGHT POLE - EXISTING 0-9 LIGHT POLE - PROPOSED O STORA1 10 WELL - PROPOSED X---- PENCE - EXISTING E U-G. ELECTRIC * EXISTING : -TSG- U.G. TELEPHONE &. GAS - EXISTING S U.G. SANITY SEWER - EXISTING � U.G. WATER LIN£, - E;KISTING' WATER VALVE - EXISTING - - - - EXFSTING CONTOUR' ----. d PROPOSED C014TOUR F N.Y. S. D. E.C. N.Y. S. D.O. H. i R. S. M. 9- l2 88 R£KAS f R PG4W1#6 AhM RE7! BY: D4rE' Mm. Title: "THE BAVARIAN PALACE"VJ INK SITE PLAN ----- SEPTIC 8STORM DRAINAGE MORSE ENGINEERING 99 LOWER DIX d1tf:. >k * + Town of Oueensbur — Countyof Warren - Stafe of * w York p- FALLS, N.Y, 12801 ._, Designed: Checked Scale: Sheet of Drawing No. R. S. Morse R. S. Morse As Noted meets Drowns Dote: ProJact No. H.C. M. 7-21-8$ �* %�