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2001-412 " TOWN OF QUEENSBURY FOS, 518 04-5902 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010412 Date Issued: Thursday, January 10, 2002 This is to certify that work requested to be done as shown by Permit Number P20010412 has been completed. Tax Map Number: 523400-289-009-0001-087-000-0000 Location: 298 GLEN LAKE Rd Owner: RICHARD & CHRISTINE MOZAL Applicant: DOCKSIDER This structure may be occupied as a: By Order of Town Board Septic Alteration Commercial TOWN OF QUEENSBURY Director of Building& Code Enforcement -, glaki TOWN OF QUEENSBURY 742 Ba Road ueensb NY 12804-5902 518 761-8201 ��� V , Q �V, � ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010412 Date Issued: Monday, July 09, 2001 This is to certify that work requested to be done as shown by Permit Number P20010412 has been completed. Tax Map Number: 523400-289-009-0001-087-000-0000 Location: 298 GLEN LAKE Rd Owner: RICHARD & CHRISTINE MOZAL Applicant: DOCKSIDER This structure may be occupied as a: By Order of Town Board Septic Alteration Commercial TOWN OF QUEENSBURY (HOLDING TANKS) (.3J Director of Building& Code nforcement TOWN OF QUEENSBURY t4r0 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010412 Application Number: A20010412 Tax Map No: 523400-038-000-0004-002-000-0000 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 I.B.S. SEPTIC 2 LOWER WARREN STREET OUEENSBURY,NY Plans & Specifications 2001-412 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $35.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday,June 18,2003 (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 o eens ry; Mo ay,June 18,2001 SIGNED BY /- r/ for the Town of Queensbury. Director of Building& ode t nforcement • ' Application for Permit— Septic Disposal System Town of Qlteensbtuy 742 Bay Road QueertshurJ,NY 12804 (518) 761-8256 I, OWNER INFORMATION: Orrice Use Location of installation: tO C /` ,,Ci Pilo Permit No.c9n0 f TI Tax Map No. / / Foe Paidj Owner's Namo: (X r S f ' e 4 7110 Z ( • Address: ,v0 C Cc �C r 2. • INSTALLER'S NAME : 1 t U 1 S, Sr,/ d C PHONE NO. 1 RESIDENCE INFORMATION: (circle year of dwelling, indicate It bedrooms) and multiply it of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No, of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdnn 1980— 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) TQP.9JL[11uhY.___SoiLiirttme Cound Water.___DcdI.Qck..vritnpetyicMs_M_otc►.lal__Domestic W__ator.Stipply Flat .ccr/u1 of who!depth at what depth n t 7i nt/ gulling loam fret feet IOW Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is fl. other Percolation Test: (To be completed by licensed professional engineer or architect) Role: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by n licensed professional engineer or architect (unless installed in a Planning Hoard approved subdivision), Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whillixwl Tub. Septic Tank: gallon (min. size 1,000 gal) Tile Field: each trench ft. Total System Length: ft• Seepage Pit(s): number of size of each: fi. by ft Size of Stone to be used: !I ___ / c%pth ur thickness Bed System Size: x Alternative System: length and/or size 6, HOLDING TANK SYSTEM: (if required) Number of tanks: 3 / Size of eaddOd0 gallons /TOTAL Capacityio et 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 Suction 136-29 of tho.Cocbo of tutu Town of Quoonsbury, 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 road the regulations with respect to this application and agree to abide by those and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. d(--1-"( 1l - (1,-) 001 S nature of responsible person Date TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name - A15� Location C�c Gie, it- (is . Date ) /O-O Permit # 0/- L// , SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate- 'nute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: To .1 ►ength Length of each trenc Depth of trenches Size of stone SEEPAGE PITS: Numbe -_ Size - ft. 1 ft. Stone siz- i PIPING: {Size Type Bldg. to T k / Tank to Dis Oox %r Dist. Box to Openings Seale.? -s No Partial LOCATION/SEPA' ' Foundation to Tank feet Foundation to Abso tion feet Separation of Pits feet Conforms as per Flit Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front"- Rear - Lef + Side - Right Side Middle Front - Mid•le Rear COMMENTS: ) ,� z 7 - A,�4 , Fij 4:7404>t41 PeCiece) SYSTEM USE APPROVED: YES; NO Arrived: 141 }0 Departed: Building Inspector COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. - < Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. No 73585 Cut-in Card No. Owner D60-l S..L..P.. 7z 2-, ' %. �1 Location Orr 161 r✓ / i [y Installation Consisting of...S. }' 7�/e. ' * /-9S' Co/'J726`.s —A GQGv&I) --- Installed By 7 --�7}tfJ �(r - Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making spections at any time, and if its rules are violated,the Company shall have the right to r yoke thi ficate. !Date... R f INSPECTOR.. / Member N.F.P.A.,I.A.E.I. COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. o 7 3 2 7 7 Cut-in Card No. Dwner e fF 2l ST)ill Location k 7( c�� L � Gs4'¢Ce 614.L6-y [nstallation Consisting of5ezveR y� [nstalled By ,s',i .Y6--/C- Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its -ales are violated,� the Company shall have the right to vok.i0 rtificat `Date? �/ INSPECTOR Member N.F.P.A.,I.A E.I. -7))7t) TOWN OF QUEENSBURY L BUILDING &_CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name :12.2))cin4lr.,,"- Location _ ) Dat / Permit # / 'r __/12\ SOIL YPE: Sand-Loam-Clay- Results of Percol .tio , Test- (if applicable) 'ate- inute/Inch TYPE OF SYSTEM: ABSORPTION FIEL1: Tot. Length Length of each rench Depth of trench•s Size of stone SEEPAGE PITS: er- Size - x ft. Stone size A PIPING: Size ype Bldg. to Tank Tank to Dist. Bo Dist. Box to Fie d/Pit Openings Sealed? Yes No Partial LOCATION/SEPARAT 0 S: Foundation to Ta k feet Foundation to Absorption feet Separation of Pits _ feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: <S,-4141, X:1 SYSTEM USE APPROVED: YES Arrived: 3' i Departed: Building Inspector _3 1J TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name _\� 1510E'" Location ag e Date �� " Permit #cz>200/���� SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Tot 1\Length Length of each tren ?1 Depth of trenches Size of stone SEEPAGE PITS: Num,er- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tan Tank to Dist. Box Dist. Box to Field/P-t Openings Sealed? es No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorpt on _ feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: Gc. ��0 // c07,fil /A G GjL r k -" AI e1. 7\--017 ./,:/Q— / /A- t ec/ ,- SYSTEM USE -APPROVED: 4A1 NO Arrived: omit) Departed: LVI�� Building Inspector TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name1) ��4 Location Date Permit #()'_ 9/ SOIL TYPE: Sand-Loam-Clay- Results of Percolatio st- (if applicable) Rate in to/Inch TYPE OF SYSTEM: ABSORPTION FIELD: T tal ength Length of each tre h Depth of trenches Size of stone SEEPAGE PITS: Num er- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Fiel /Pit Openings Sealed? Yes No Partin LOCATION/SEPARATI S: Foundation to Tan feet Foundation to Abs rption feet Separation of Pit feet Conforms as per P1 t Plan Yes No LOCATION OF SYSTE ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: (,;-,teco-../ • /,)hlf s i SYSTEM USE APPROVED: %, N0 416. Arrived: ,1(,4 Departed: 149 4) Building Inspecto TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name hJ-' Location C/t;' �cfc ,e, Date Vdt1 O/ Peritr'it)# LI J SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate- " e/Inch TYPE OF SYSTEM: ABSORPTION FIELD: T tal Length Length of each tre ch Depth of trenches Size of stone SEEPAGE PITS: Nu er- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to ' d it Openings Sealed? Yes No Partial LOCATION/SEPARATIONIS: Foundation to Tank feet Foundation to Abso Lion _ feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYST ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: /7: / ,41// " / SYSTEM USE APPROVED: YES O Arrived: 1l /e Departed: :Di Building Inspector ' 1 RF �► -a Z O 6 So MAT UNIT TO 5w �.s . F'I%�31EURY i' TEM 5��c' CACK BUILDING & REVIEWED BY EPT. DATE , o •� ''�► �� ��� 402 CS 402 1 ]TO I z 66#3 y aQ 403 w APXA �� / OF 43,610 sq.ft. # SDUIUVAN E"� 1.00 acres/ 1 4oa w ao MAC T UNIT ADSORPTION SYSTEM 4 TRENGMES *40 EAGM CSEE 11ETAL.S.) //' \\ / z \ O 405 N 5012.4184 �pp�p� E 4793.0205 / ,/ / /'� TOTAL AREA ,,�,OF PROPOSED A c' J► Qw� E"'� c°� ,�, PARKING 19.875 5q. ft. S TP#1 1 � l SOILS DATA 1.+.1 co O• ` \\ r EXIST. WELL TEST PIT 1ti 00 / ''�� % t� r ELEVATION 406 OTO 8' FINE SILTY SAND P#4 ' \` �i 8' TO It—9�� COARSE SAND, LOAMY GRAVEL qq �c NO MOTLING W R7 WATER AT 11'-9" v 402 { NEW � C0� 40�; PERCQLATD]N RATE = 4 MIN. 58 SEC. �1 QVAW WT TRAP.WASTE \\ TEST PIT Ja % LM PROM IQ 1cm ELEVATION 401 \ qq 406 0 TO 12' FINE SAND pt� ` - �.. _.. _._..- _ � O� Qp► �•..,,. �,.- \'\�••' .�. —• 12' TO 4'-6" LOAMY GRAVEL RO NO MOTLING . .. E+ ____ 2— 1 1/2" FORCE WATER AT W 4012 O�U � _ ,,, � MAN• TE 4—6 x �405ELEVATION 401 w IV* DUPSTATION 0 TO 12' FINE SAND 14"APO � —3" LOAMY GRAVEL 4 12' TO 4' NO fY�' MOTTOD TER AL TG4 3, LANDS N/F OF \ WOG , ::: :::::.::: : .: , 2 New 2.000 GAL. EXISTING srtOReLre: TEsFT1.EVATmN floss TOWN OF QUEENSBURY r;` � � y�C� � NZ, `: 5EP1tC TANKS 0 TO 6' SILTY SAND EXIST. 1"U�N' STA. 6' TO 10'-6" COARSE SAND, LOAMY GRAVEL l R� � , `:• TO W REMOVED _.- NO MOTLING:. � ft. t "'� GAL A'► WATER AT 10'-6" E w T" 10. PERCOLATION RATE 4 MM 58 SEC. TiE UNE� Y ,. SEPTIC TANG 'j . ..::.:..: ::::�� _ . sea' -�°'w :.; ;'� To eE �EMovEa or, SOILS PERC. TEST BY MORSE ENGINEERING 12/20/89 O ,� �- .. !� 1�� /f *0G9 tee . d� . • �1` SEPTIC 2LSTEM DESIGN0-4 Cc EXI57NG 5HORELIVE 1 � � `y � CQ PW w REPLACEMENT OF EXISTING SYSTEM � o a �. GLEN _ m DESIGN FLOW BASED ON: � x � x 1 DINING ROOM OR PATIO SEATING — 38 SEATS • OUTDOOR DEQK SEATING — 62 SEATSLA ' off` l BAR SEATING — 15 SEATS A .o , �ff• • / REDUCE NYSDEC 35 GPD SEAT TO 28 GPD SEAT SINCEa ELEV. = 399.00' (8/25/00) RESTAURANT DOES NOT SERVE BREAKFAST. FURTHRE REDUCE BY 20X FOR NEW WATER SAVING FIXTURES. THEREFORE DESIGN FLOW- 100 SEATS X 28 GPD/SEAT X 80x- 2,240 GPD U +20 BAR SEATS X 20 GPD/SEAT X 80X 24Q GPD w TOTAL DESIGN FLOW = 2,480 GPD �. GREASE TRAP — TRAP T00 SMALL USE 2,000 GAL. FORT MILLER GREASE TRAP. F-I 4J SEPTIC TANK — EXISTING 1,000 GAL, TANK Too SMALL �' a BASED ON NYSDEC SIDS. NEED 3,720 GAL. TANK W USE TWO 2,000 GAL. TANKS IN SERIES Cd � w ABSORPTION SYSTEM— EXISTING SEEPAGE 'PITS TOO SMALL AND TOO CLOSE TO GROUNDWATER Z ALSO TOO COLSE TO EXISTING WELLS. REPLACE WITH ABSORPTION TRENCHES — USE ELGEN SYSTEM TO BEST w Z w UTILIZE AVAILABLE SPACE. M w m SOIL PERCOLATION RATE - 5 MINUTES — APPLICATION RATE -1.2 GIP 2480 GPD / 1.2 GPD/SF - 2,067 SF REQUIRED1 LF OF r 2,0677 SF / 7N L.F SYSTEMF 296 LF EL.JEN SYSTEM REQUIRED 6 �ti �1 S v� �' USE 2 SYSTEMS OF 160 LF EACH 320 LF Q IRED (iO p ?DOr ® ,Q ti� OFF ry Z qi`O oseG OF'91' GRAPHIC SCALE Date, MARCH 19, 2001 Scale) i"= 20' zo o ,o ,o eo "I have seen or observed,or believe I saw evidence of, all objects such as houses,wells,trees,fences, etc., shown on This document. I also represent that I have personal) measured the di noes set forth on the diagram." 431 12— 1 SIGNAT R DATE 38-4-2 self 1 OF 2 O Q. ACCESS HATCH HEAVY DUTY MANHOLE FRAME WITH LOCKING COVER SYRAGUSE CASTINGS W AND COVER (TYP.) SE BCM 5AL OR M AN CASTINGS #1007C OREQUAL APPROXIMATE CONCRETE OR STONE C FINISHED MARKER ABOVE ALL EXISTING FINISH GRADE ECTRICAL GRADE BU��D RESTAURANT JUNCTION BOX EXISTING y�� ; ::' ' '•: :• i INLET BAFFLE 12' MN. COVER OVER k"'A 4' PVC SEWER ALL STRUCTURES 3 C 4. 3 PVC BMERSI FT OUT •e . OUTLET INV.- 106.00' LIQUIDPUMP AAESYS?E A O MIN E 4' PVC, 4• PVC •. . 1/4" PER FOOT -----� O 2 1/40 PER FOOT LAG PUMP & ALARM ON E SLOPE �4 � Q 0 "�TO ABSORPTION FIELD LEAD PUMP ON m 1-1/2" D '.'PIPE INLET ALL OUTLETS TO HAVE SPEED LEVELERS. INLET do OUTLET . 1/4"6 FLL DISTRNU11oN BOX WITH WA1ER TO SET FIN BAFFLES 1^ HOLE 1-1/2' FORCE INV.-106.25 LEV� a FLOW DI TANG PUMP INLET & OUTLET CHECK VAL N - PVC OR BAFFLES PUMPS OFF POLYETHYLENE PIPE . PEA GRAVEL . ' `� U� o .$ a : . .► ; : CONCRETE TO BE Q TROWEL IFNSHED c 2 $ 5' EFFLUENT I.D. PRECAST CONCRETE PUMPS DISTRIBUTION BOX x MINIMUM 2x WIDTH = MANHOLE WITH INTEtXtAL BASE MERCURY FLOAT AND T SLAB TOP. SWITCH MAXIMUM 4x WIDTH MINIM WIQ1H AS MANUFACTURED BY FORT MILLER MWJGHT P.) Dl�'t.E)U INSTALLATION RE �/ [� u .6 UM 2x c N.T.S. �I V co 0-4 1 MAXIMUM 4x WIDTH OR EQUIVALENT 4 (NO LADDER RUNGS) PEA C±ieAVLL DUI y 1 5• � � W � V 19 ELEVATION e�/voot- ?40� a O Cho- PROVDE 3' SAND OR CO�N�'ANp�SeURy !'�j W O DO �D 2.000 GAL. SEPTIC TAWS 00 O� BY FORT MILLER OR EQUAL PFJ► GRAVEL UJt�DEIt TANKS E r,�-� Olt SEPTIC TANK 1 `" �'E�' �� he" w A P -- SEPTIC TANK 2 all beye I say►evidence of, A � � N.T.S. objects ham, l%bees,fences,etc., G� N.T.S. WT ° shown on ibis document,t also represent that I have personally m Ted the di*n forth on the diagram." W �► a ,a :do O A SIGNATURE DATE e' 7 • W a E., INLET SEWER • �Q :• a . :;; : bD PUMP STATION NOTES PL PUMPS TO BE EFFLUENT PUMPS RATED AT A MINIMUM OF 30 GPM LAN L N AT 20 FEET TOTAL DYNAMIC MEAD. PUMPS TO BE 1/3 "P HYNMOMATIG MODEL OSP33A2. EFFLUENT PUMP STATION 2- PLUMP CONTROL PACKAGE TO BE SLJpP" BY MANUFACTURER. DUPLEX CONTROLLER To AUTOMATICALLY ALTERNATE BETWEEN PUMMPS. 4.00E RV VISIBLE ALARM TO BE ACTIVATED WttID'1 LAG PUMP IS TURNED ON. LOCATE CONTROLS N WC" AREA. 3. PUMPS TO BE INSTALLED WITH A DUPLEX GImE RAN. SYSTEM NGUUDNG GLIM MS. DISC"AJRGe PPNG. QUJICK DISCONNECT PIPING ADAPTORS. MOUNTING HARDWARE AND LPTNG CABI.t. 4. PUMP STATION TO BE SET ON 6' MN. OF CRUSM ID STONE OR AS a NECESSARY TO ACMNEVC A STABLE FOUNDATION FINISH GRADE LIGttT DUTY MANHOLE FRAME 5. PU.R IP GYCLE VOLUME - 26 CUL�IG FEET - IOOZ of ABSORPTION 04 w GEO-TEXTLE COVER N o COVER CTYr.) FIELD PPE VOLUME. 4" PERFORATED PP1: TYrAR 3401 OR ECAUAL. SYRACUSE CASTINGS O13048 OR EQUAL 6. PROVDE AND INSTALL GF01 CRCUIT BREAKER AND WRING FROM EXISTING Cn -r 17' MAX. = �T�111= SLOPE 1/1G'-1/32' PER FT. ELECTRIC PANVMEL TO PUMP CONTROLLER. ALL WORK TO CONFORM 'WITH p:j ZIaucaeLE coDEs. Q N 10' MN. 9 z CONCRETE EXTENSION RINGS F1 A5 REQUIRED CTYP.) w wPq M •`•yrl'A�w1't�; ..!` :Vi 42'•.\.t•:.yftl it Y"`•. �y"S�.� SEW— TYPE B N-DRAIN UNIT BY ELJEN 4wc ° -CONcRM s — INSTALLATION OF DISPOSAL FIELDS � xw E x CORPORATION NYSDOT REM F703-01 L CONSTRUCTION SMALL BE AS SHOWN ON THIS DRAWING, V E D SMALL BE N AGCArCE WIT" THE N.Y.S. EP A ARTMI!XT MEAL rolvlDUAL MOUSE"OLD SYSTEMS. AND ASTM F481-76 INSTALLATION OF T"O MMOPL.ASTIG PPE AND 510—MAT A55ORPTION 5Y5TEM ' of ALL DNs oR PPES MUST BE CORRUGATED TUBING N SEPTIC TANK LEACH MDS. STANDARD TRENCH ��IWI=1�L. D LJNESS C?ED. 2. NO HEAVY EC 'hENT SMALL ALLOWL:D NATIIN TM1E L ff$ a 2. ALL LATERALS TO BE OF EQUAL. LENGT". OF THE DISPOSAL FIELDS AFTER PPE N5TALLATION HAS BEGIN. �r N.T.S. 3. �A5AM�2' WIDE TRENCM� HHE � BETW 00R Or TIC SMD CLEANED 5N RAKED SECTIOACMM N iAN EVEN SURFACE AND TO TO LOOS �1 s "EAVY DUTY 3AM GAL. 4. PLACEMENT OF CRUSHED STONE. PERFORATED PPE AND UNTREATED BUILDING w ALL BE BAFFLE _ GREASE TRAP E� STRAW O AVOID NNCLUUSION OF FINE SOOWK AND CARE I$ AND p d OTMfER WASTE MATERIAL IN STONE AND PPE. O 5. THE PPE SHOULD BE LAID AT T"E GRADES AND TO T'ME �I REL.ATIONS"PS SHOWN ON THIS DRAWING. MAINTAINING STRAIGMT b w CONTINUOUS GRADES WITHOUT SAGS. MUMS. SEPARATED JOINTS OR OTHER UNSUrANX CONDITIONS. T"E PPE SMALL BE LAD dd w MN. TOPSCt. WIT" T"E "OLE5 DOWN IN ALL CASES. fb id ram. OVERSEE TO ALLOW S S EED AND MLLC"FOR SETTELhENt pAG10'LL WITH SUTAL3LE MATERNAL G. ALL DISPOSAL. FIELDS SHALL BE GRADED TO SHED RAINFALL � 1 FROM TMEEDISPT Os.FAFIELD. FROM ADJACENT AREAS AWAY �I 0090000 w N �.. PROVDE 3 SAND OR-••'� 00�00 40 w 4" PERFORATED PPE PEA GRAVEL UNDER TANG44 l6N" S GEO-TEXTLE COVER r� TYPAR 3401 OR EQUAL. Q W Y_�l�...: ..{..-4h: ° SEPTIC TANKS Ila.:.��. �:= :::;.�. .::.; .�;,:_.�-~ ' =_ .w 2* 000 CAL 0REASE TRAP L ALL UJWS SHALL COMPLY WITH THE RECILWM1 NTS OF TILE NEW YORK >;:� �4 � : _>�, ;;, � FORT hNLLER CONF{GURATtON f ORTYPE B N-DRAIN IJNTNI.ET + OUTLET ON SAME END STATE DEPARTMENT OF MCALTM AM SMALL BE PRECAST CONCRETE c 4 MIK BY ELJEN CORPORATM E14 D VIEW WITH CENTER BAFFLE As mmrACTuRED BY FORT MILLER OR rcuvALm. 4� CONCRETE SAND 2. ALL STRUCTURES TO BE PLACED ON FRK COMPACT SAND OR Dater MARCH 19, 2W1. UNDISTURBED $0L NYSDOT REM B703-07 GRAVEL FOIJNDATION. YiYER EXISTING FOUNDATION CONDITIONS A UNSUITABLE. CRUSHED STONE SMALL BE PLACED A5 Scale, AS NOTED MAXIMUM SEASONAL. NECESSARY RE NECESSARY TO ACHIEVE A STABLE FOLROATION. GROUNDWATER ELEVATION 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. Q y�,� A IIG^p� �/ 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 43112--2 SIO—MAT /'tiVJVIV" 1 ION 5 I ST�M GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS F' p� ARE UNSUITABLE, 6" O CRUSHED STONE SHALL BE PLACED AS 5TANDARD TRENCH 5EGTION NECESSARY TO ACHIEVE A STABLE FOUNDATION. KTA 3. ALL JOINTS SHALL BE .SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST 8E TESTED BEFORE BACKFILLING THE TANK. OHM 2 GR 2 \ DRAWING NOTES: D-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN & DESIGN INFORMATION: WELL IN NW STEVES LAND SURVEYORS, LLC ENTITLED "MAP OF A SURVEY CORNER OF BASEMENT MADE FOR CHRISTINE MOZAL", DATED 8-18-01 LAST REVISED Design Basis 9-4-01 AND LIMITED FIELD MEASUREMENTS BY JARRETT—MARTIN New York State Department of Enviromental Conservation ENGINEERS, PLLC. Town of Queensbu SEPTIC TANK & rY LEACH SYSTEM D-2 SEPTIC TANKS & GREASE TRAP PER NACE ENGINEERING, PC. Potable Water Suggly . DRAWING ENTITLED "THE DOCKSIDER RESTAURANT REPLACEMENT No known water supplies within 100' of - SEPTIC TANK" SHEET 1 of 2. DATED MARCH 19, 2001 . proposed leaching system SEPTIC TANK & LEACH SYSTEM ' D-3) DOMESTIC WELL LOCATION DOCUMENTED BY JARRETT—MARTIN Design Flow ENGINEERS. PLLC. FIELD MEASUREMENTS AS OF 10/30/01 . (based on Metered Well Water Consumption from 6/1 1/01 — 10/2/01) APPROX. LOCATION OF Average Daily Flow 1643 gpd — 900 gpd (ice maker estimate) = 743 d ¢ D-4) TIE NEW FORCE MAIN TO EXISTING FORCE MAIN IN BASEMENT; gp , EXISTING DRILLED WELL REMOVE EXISTING FORCE MAINI DOWNSTREAM OF NEW ' Average Daily Flow July/August 1764 gpd — 900 gpd = 864 gpd WATER SUPPLY, AS Average Daily Flow During Max. 3 Day Weekend 2200 gpd — 900 gpd = 1300 gpd REPORTED BY OWNER CONNECTION. Max. Day 2450 gpd — 900 gpd = 1550 gpd (KNELL CASING VISIBLE` (Note: 2 days exceeded 1500 gpd domestic wastewater) Design Wastewater flow = 1300 gpd peak 3 day weekend; size system conservatively for � APPROX LOCATION OF / GENERAL NOTES: 1500 gpd EXISTING WELL G-1) GROUND WATER NOTED DURING INSTALLATION OF TEMPORARY Septic Tank (see note G-2) HOLDING TANKS ON 06-19-01 AT 42" BELOW TOP OF SLAB 1500 gpd x 1.5 = 2250 gal Req'd OF SHED ON EAST SIDE OF RESAURANT. (2) 2000 gallon septic tanks provided (existing) = 4000 gallon total capacity G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO Grease Trag (see note G-2) CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY 61 Equivalent seats (based on metered water useage) x 5 gal/meal x 2.5 storage BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO factor x 12/2 hours/day x 1 = 4575 gal total grease trap capacity req'd IREF INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL 4575 gal total capacity — 4000 gal septic tarok capacity = 575 gal add'I grease trap req'd P � BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY (1) 2000 gallon grease trap provided (existing) - V __ ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS v> I I ,` / INDICATED. • Septic Tank Effluent Filter G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY Provide Effluent Filter on Final Septic Tank. OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN ' I CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND — — ——--—— —� I ��-.� N Leaching Svstem (bed) 402 APPROVAL AGENCY). 1500 GPD = 0.9 GPD/Sq. Ft. (6-10 minute/inch specified percolation rate in fill) T.P. #2 � ����'��' ��� = 1666.67 Sq ( g ) q' q Ft. _ .75 NYSDEC reduction for bed configuration) = 2222.22 S Ft. Re 'd —4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM TO HING AREA FOR PERC % 402 G .>E 1 �i - ��� ���� BE IN CONFORMANCE WITH THE NYS DEPT. OF ENVIRONMENTAL Infiltrator Sidewinder.. High Capacity Units to be used. ICE MAKER WATER & �' I I \\\ CONSERVATION, NYS DEPT. OF HEALTH, AND TOWN OF Provide (4) beds 10 x56.25 °`� �� �� 2 PRESSURE I I I I ��\ QUEENSBURY WASTEWATER STANDARDS. Each bed to have (3) laterals; each lateral to be (9) Infiltrator units long ASEMENT GROUND WATER a ,� DISTRIBUTION 15IMG \ \ 403 Laterals to be 43 O.C.; beds to be separated by 48, ---- 100' SETBACK LIMIT (TYP.) 404 Effluent Distribution osin APPROXIMATE LOCATION OF DPu g Pumped dosing and recommended dose volume for new pump station. EXISTING WELL, (UNDER Dose 2 Beds at a time: Alternate beds after each dose. BILCO DOORS); SEE 56.25' long x 10' Wide = 562.5 Sq. Ft. (2) — 3" I DPE' NOTE D-3 ABOVE 562.5 Sq. Ft. x 2 Beds = 1125 Sq. Ft. Total FORCE MAItV�S - \\ \405 1125 Sq. Ft. x 1/2" Liquid Depth = 46.9 Cubic Ft. I T.P. bpi APPROX.\ 46.9 Cubic Ft. x 7.48 gal/Cubic Ft. = 350.6 Gal. Dose Required �'� I � � ' i�, EXISTING HOUSE Provided Total Dose Volume of 375 gal. i T. #3 I I� �� (350 Gal. Bed Dose + 25 Gal, Force Main Volume") R TEST I I � � Check: # 100' SETBACK TO \ Volume of Distribution Piping I I ' \ W GLEN LAKE ko� T.P. #4 4) 10' x 56.2 \ —— — ——— —-- ��0 1 1h" Distribution Piping LEACH S �� �\ i� �' \`� LANDS N/F OF \ 3 Laterals per Bed x 2 Beds = 6 Laterals \ �� Laterals 56.25 Long i� (1 )— 2" HDPE SULLIVAN a (0.75 x 0.75) x 3.14) = 1 .76 sq. in. = 0.012 sq. ft. 402 — FORCE MAIN \40 \ oho \ 406 \ 0.012 sq. ft. x 56.25' x 6 laterals = 4.05 Cubic ft. 200' SETBACK �� \ — 4.05 Cubic Ft. x 7.48 gal./Cubic Ft. = 30.3 gal. LIMIT FROM NEW WELL —_ SEE NOTE D-4 �� E\ T �LTE \� N 30.3 gal. x 10 times distribution pipe volume SOX. LOCATION OF i— 1 ————— — 4os — 303 al. minimum dose volume - - LEACHING SYSTEM F �� O`U E OF EP TA — g SEE NOTE 10 SON \DRAWI D1 1 \ 350 Gal. "Bed Dose" to be Provided 401 —— — — \ �,__ PROPOSED PUMP STATION \� E \ \ 2 00 L _ — 05 ` Distribution ASE TRAP; EE NO G — Pressure distribution via. Perforated 1 % diameter distributor F pipes full length of laterals; perforations to be %" holes at 4" PVC @ 1% SLOPE (MIN.) 6 o'clock, 6' o.c. entire length of distribution lateral. # NDS N/F OF ice APPROX. LOCATION OF TO OF QUEENSBURY ® EXISTING SHORELINE EXISTING WATER SUPPLY WELL , N� IRF (LOCATION REPORTED BY OWNER) ONGRE(i✓ �) , puRPN� S eke (2) EXISTING SEPTIC TANKS; G R RES Go�c< SEE NOTE G-2. RECEIVED O E NOV 1 2001 LEGEND: m TOWN OF QUEENSBURY ` BUILDING AND CODE EXISTING / BY OTHERS: (existing features denoted by lower case lettering) EXISTING WELL; TO BE USED FOR OUTSIDE, NON-POTABLE, NEW / PROPOSED IN THIS DESIGN: USES ONLY (LANDSCAPING, ETC.) oo°� PROPERTY LINE: 11/08/01 ® SUBMITTED FOR PERMIT TO CONSTRUCT: NYSDOH SHORE LINE: \EXISTING CONTOUR LINE: 09/OGI�01 AA SUBMITTED FOR CONCEPTUAL APPROVAL: TWN OF QSBY&NYSDOH _------ --- EXISTING S RELINE . DATE REV# ISSUED/REVISIONS BY ��, F NE PROPOSED LOCATION GLEN WASTEWATER SITE PLAN C4 OF NEW DOCKSIDER WELL TEST HOLE LOCATION: WASTEWATER DISPOSAL SYSTEM � ¢ � _, PERCOLATION TEST LOCATION: 000� �� P �T7►.LJ DOCKSIDER RESTAURANT - 0 F.P. GLEN LAKE ROAD QUEENSBURY, NEW YORK DETAIL # JAR= DETAIL REFERENCE TAG: — MARTIN ENGINEERS, PLLC , SEE DRAWING # FOR DETAIL GRAPHIC SCALE . TH ARRETT PROFESSIONAL ENGINEERING SECTION CUT DIRECTION 20 0 10 20 40 go P. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2W7 SECTION REFERENCE TAG: SECTION LETTER SITE PLAN - 02001 GLENS FALLS, N.Y. FAX: (518) 798-1864 ON T 1 � SCALE: SEE GRAPHIC SCALE ���l� w� SEE DRAWING # FOR N ( IN FEET ��� OCTOBER 2001 PRO# 01-29 SHEET: 1 of 5 i inch = 20 ft. nua+r►na+oFTMs nocxffaaroacErr BYAUCENMENGFWWUNL4VRL 129082601 DxWINkeider W Plan 8 pstaie.dwg PLOTTED/REVISED:11/07i01 3 25PM � bFQsaY • I TEST PIT RESULTS: --- - - -----o o°��/ II �� I �-- �_-�� � Test Pit ##1 5 ' OQ� / �� ` 0 - 5" Crushed Stone & Dust 15'-6" �pF Q� // - - ��� �� 5 - 27" Medium Reddish Brown Sand & Gravel mix (fill) 27 - 48" Dark Brown Sand w/ Organics & some Silt .0000 ---'' ISTRIBUTION MANIFOLf �'- _\\ �\�� 48 - 67" Gray Brown Medium to Fine Sand w/ some Coarse 56,-3 D1 _ _ ____ __ - - Sand & Gravel (saturated) D-BOX; TO BE 4 ��� - (TyP.S �/ �� �� -- \ ������ 67" Bottom of Hole PLACED IN WASTEWATER LEACHING �� Water entering hole @ 53" SYSTEM FILL. OUT OF DRIVING AREA. D1 .0-01, �� �`cr3 // I I! I/ I/ �I \�\� Water level @ 58" after 1 hour / Test Pit ##2 D1 ALANCING VALVE IPIT j i 0 - 4" Crushed Stone & Dust _ _ 4 - 14" Medium Reddish Brown Sand & Gravel mix (fill) 10 __- I I / ! / i 14 - 26" Dark Brown Sand w/ Organics & some Silt X� �i BEO P �� I I / ! / I 26 - 64 Gray Brown Medium to Fine Sand w/ some Coarse Sand & Gravel (saturated at lower depth) 64" Bottom of Hole ' " 25 a SLOPE RF ' � I / / ! / I 69 -5 0. � ( N�PG i / / ! j I No water level due to caving TYP 0 P� / Test Pit ##3 A 0 - 6" Crushed Stone & Dust ,1/ P�' PSG r // gE0 / / I j 1 I 6 - 12" Medium Reddish Brown Sand & Gravel mix (fill) 10 g i 12 - 18" Dark Brown Sand w/ Organics & some Silt 18 - 68" Gray Brown Medium to Fine Sand w/ some Coarse Sand & Gravel (saturated at lower depth) 68' Water entering of le hole ® 48 „ No water level due to caving 20'-0" -�/ / /-4-�O„ gE� I I o / (TYP.) I I Test Pit #4 3" FORCE MAINS; \ 0 - 7 Crushed Stone & Dust SEE NOTE P-4 7 - 17" Medium Reddish Brown Sand & Gravel mix (fill) ON DRAWING D1 17 - 23" Dark Brown Sand w/ Organics & some Silt 23 - 55" Gray Brown Medium to Fine Sand w/ some Coarse oh �' ��/ ICE MAKER Ep "0 I Ij 1 Sand & Gravel (saturated at lower depth) 26'-0" 20 IT LEACHING SYSTEM 8 I I I \ I 55 - 74" Dark Brown Sand w/ Organics & some Silt i� I I 11 74 - 93 Gray Clayey Sand w/ Silt & Organics 1 1 93" Bottom of Hole cr �'' i� 10'-0" I I i 1 \I ��' �� Water entering hole @ 50" 1 \ No water level due to caving (TYP.) PERCOLATION TEST RESULTS: 4" NON-PERFORATED WASTEWATER LEACHING SYSTEN' \ I � EQUALIZATION PIPING DI � \ � II 1 Percolation Test �1 Test rthnSoI Gray Brown Med. to Fine Sand w/ some Coarse Sand & Gravel , \ \ I Stabilized Percolation Rate of 1 minute 33 sec. --' Percolation Test #2 402 \ I Test Depth: 15" Soil: Medium Reddish Brown Sand & Gravel mix (fill) \ \ 1 Stabilized Percolation Rate of greater than 20 minutes per inch. SYSTEM LAYOUT PLAN 1 SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 10 0 5 10 20 40 LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS ( IN FEET ) OTHERWISE DIRECTED HEREON. SCALE: i" = 10' L-2) INSTALL INFILTRATOR UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE WANED CRUSHED STONE FILL MATERIAL TO DIRECTED HEREON. NO FINES OR ORGANICS HAVE PERCOLATION RATE ROCK GARDEN SLOPE FILL TO DRAIN OF 6-10 MINUTES/INCH "SIDEWINDER" HIGH CAPACITY INFILTRATOR L-3) VEHICLE TRAFFIC SHALL NOT BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF EXISTING GRADE STORMWATER OFF 3 -7 ' SLOPE FILL TO DRAIN CHAMBER LATERALS (TYP.) LATERALS. 2 MIN. (TYp ) STORMWATER OFF 8 Np 2% MIN. LEACHING SYSTEM 2%MIN LEACHING SYSTEM (MIN.) L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF 0 INCONSISTENCIES. O 0 O O O D �qs L-5) FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND _ELEV. = 404.0_ `' OR LOAMY SAND) FREE OF CLAY, ORGANIC MATERIAL AND NON-SOIL COMPONENTS TYP. — — — — — — — — - — — 5°_O" (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT (MIN.) WRITTEN RESULTS TO OWNER AND/OR ENGINEER. _ L-6) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT 5'-0" 4'-0" 10'-0" ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. (MIN.) (TYP.) (TYP.) / / / / / / / % // // // // // // // // // // // // // // // // // // // // // // // // // // // / // // / \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ HIGH GROUNC WATER ELEV. = 401 .0 APPROX LOCATION of WASTEWATER LEACHING SYSTEM SECTION UPPERMOST ORGANIC LAYER; I-A� REMOVE EXISTING SOIL TO SCALE: N.T.S. 11►OW1 A SUBMITTED FOR PERMIT TO CONSTRUCT: NYSDOH BELOW ORGANIC LAYER; FILL WITH MATERIAL WITH \\\ 09rOCa i AA SUBMITTED FOR CONCEPTUAL APPROVAL: TWN OF QSBY&NYSDOH 6-10 MINUTE/INCH PERCOLATION x \ � DATE REV .. NON-WOVEN GEOTEXTILE FABRIC //2" MIN. \/\ # ISSUED REVISIONS BY (FOR SEPARATION) x >/\� \ \/ i ��,�F NE SYSTEM PLAN C5 WASHED CRUSHED STONE, FINISHED GRADE NO FINES OR ORGANICS 4" DIA. PERFORATED PVC I )�OO��O g�OD��'I �,� I\°ono WASTERWATER DISPOSAL SYSTEM SIN, DOCKSIDER RESTAURANT / / / / / / / / / / / / � ., \ \\ \\�i tw GLEN LAKE ROAD 1'-o"� \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \\\�\\��.,�� \\�\\\ /(TYP.), �,\/\/\/\/ '� QUEENSBURY NEW YORK _ (MIN. JARRO" MARTIN ENGINEERS, PLLC , vJARRETT PROFESSIONAL ENGINEERING 20'-0" P . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 IGHT®2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 ICE MAKER LEACHING SYSTEM SECTION OCTOBER 2001 PRO# 01-29 SHEET: 2 of 5 BuTM7MCF7M oocx�rr�r SCALE: N.T.S. BY AU0060 gpNM IS UNLAMIUL 12906=1 Docksider VWll Plan&DMb.dwg PLOTTED/REVISED:11/07/01 3:25PM TANKS/STRUCTURES: INSTALL A100 12x20 "ZABEL" T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR FILTER IN SANITARY TEE EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION - - 4" PVC TREATED LUMBER MARKER OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT ---- a° OUTLET PIPE ABOVE ALL BURIED COVERS; STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). TO PUMP SET 1/2 ABOVE GRADE T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE STATION ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED 20" 4" PVC OVERFLOW PIPE "SIDEWINDER" CHAMBERS ����� ,� INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. /.\�/.\�/, \� (MIN.) 2 PVC DISTRIBUTOR REMOVABLE COVER T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT 4" PVC STUB PIECE; —FROM PUMP STATION PROVIDE ADJUSTABLE LEVELING JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED 6" INLET TEE BRACE TO WALL DEVICE ON EACH OUTLET TO THE WALL WITH NON-SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH OUTLET INLET END PLATE WITH INLET WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER ll� END PLATE WITH END END STANDARD INVERT 4" GRAVITY DISTRIBUTION LATERAL TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) REDUCE TO 4" STANDARD END 0 —� -® 0.25% MIN. SLOPE 12" MIN. OF CLEAN SAND T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CUT (6 MIN.) 2" HOLES IN 2" MIN. ^OR PEA GRAVEL FOUNDATION CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. 6" SUPPORT POST ISTRIBUTION EQUALIZATION PIPING DETAIL T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; EXISTING SEPTIC TANK FA__l'—sCALE: N.T.S. DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. FORT MILLER DISTRIBUTION T-10) FOR SEPTIC TANKS PLUMBED IN SERIES THE "ZABEL" FILTER SHALL BE LOCATED ON VSCALE: ETIC TANK OUTLET DETAIL OUTLETS - 4" KNOCKOUTS BOX OR EQUIVALENT THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED ' OVER "ZABEL" FILTER AND PERMANENT MARKERS OVER ALL OTHER TANK OPENINGS N.T.S. SEE NOTE T-10 UNLESS OTHERWISE DIRECTED BY OWNER. „ ® D-BOX DETAIL SPECIFICATIONS: SCALE: N.T.S. PIPING: P-2) PRESSURE PIPING: -FORCE MAIN SHALL BE SDR 17 HDPE (POLYETHYLENE) PIPING, ASTM D3350 OR ASTM F714 OR PPI TR31-9/79, PIPE TO BE INSTALLED PER ASTM D2774; JOINTS TO BE BUTT FUSION WELDED UNLESS OTHERWISE APPROVED BY ENGINEER. FORCE MAIN TO BE HYDROSTATIC TESTED IN ACCORDANCE WITH AWWA C600 OR ALTERNATIVE METHOD MOUND TO SHED WATER UNLESS UNDER APPROVED BY ENGINEER. ROADWAYS; RESTORE ROADS AND -DISTRIBUTOR PIPING SHALL BE SCHED 40 PVC, ASTM D2241 , 100 PSI MINIMUM WALKWAYS TO ORIGINAL CONDITION; PRESSURE RATING; PIPE TO BE INSTALLED PER ASTM D2774; FITTINGS SHALL BE (4) 2" BED REGULATION BALL VALVES TO'SOIL SEED & MULCH NON PAVED AREAS SOLVENT WELDED OR THREADED. 4., \ NATIVE SOIL BACKFILL LESS - IN (TYP.) �i\� \ - \� COBBLES AND LARGER COMPACTED -PUMP STATION AND VALVE PIT PIPING SHALL BE SCHED 40 PVC, ASTM D2241 , 100 PSI l I / TO 85% MODIFIED PROCTOR OUTSIDE MINIMUM PRESSURE RATING; PIPE TO BE INSTALLED PER ASTM D2774; FITTINGS SHALL INSTALL MARKER \�/ -III III-- ROADWAYS, 95% MODIFIED PROCTOR BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. TAPE 18" DEEP \ -4'0" MIN. COVER �\/� WITHIN ROADWAYS TO BED "D"- �\ -DIRECT BURY PVC PRESSURE PIPE BETWEEN THE VALVE PIT AND THE DISTRIBUTION PIPING -TO BED "B" \ I �\ IS TO BE SDR 17 PVC, ASTM D2241 ; FITTINGS SHALL BE RESTRAINED OR THRUST 6 NO 8 NO 6 /�j �j/�j� CLEAN SAND (100% PASSING X/ , BLOCKED TO PREVENT MOVEMENT. (MIN.) MIN. (TYP.) (MIN.) \ MAXIMUM 10% PASSING 200 SIEVE) —TO BED "A" 16 If TO BED "C"--- // P-3) PRESSURE PIPE CONNECTIONS: NO 0 / \�\ �\ GRAVITY SEWER -HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT FUSION PROCESS INTO 6 MIN. (TYP.) �\ OR FORCE MAIN CONTINUOUS LENGTHS AT THE JOB SITE. THE JOINING METHOD SHOULD BE THE HEAT O �' NC 2" CROSS OVER BALL VALVE \ \ \ FUSION METHOD WHILE PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. THE HEAT FUSION EQUIPMENT USED IN JOINING SHOULD BE CAPABLE NO NO 4" MIN (6" IF OF MEETING ALL CONDITIONS RECOMMENDED BY THE PIPE MANUFACTURER. PROPERLY NO = NORMALLY OPEN 2) 2" ISOLATION BALL VALVES \/ ��\�\\ ROCK BELOW) EXECUTED ELECTROFUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS NC = NORMALLY CLOSED j//� / \ WELDING OF HDPE PIPE SHOULD NOT BE USED FOR PRESSURE PIPE APPLICATIONS OR 6 �� FABRICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT \/� ��\/ / �/� /\ ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER PVC a 1 3"x2" DECREASER (2) 18" t TO MANUFACTURERS RECOMMENDATIONS. TIDPE TYPICAL TRENCH DETAIL -SCHED 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS HDPE TO PVC 6 INTO CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN SCALE: N.T.S.TRANSITION FITTINGS HDPE FORCE MAINS ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT (2 REQD) FROM PUMP STATION ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME - MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCHED 40 PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS. PLAN -SDR 17 PVC PIPE AND FITTINGS ARE TO BE JOINED BY GASKETED BELL AND SPIGOT CONNECTIONS INTO CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. 24" x 24" TREATED MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, TIMBER COVER GRADE TO DRAIN AWAY 1 1/2" DIA. DISTRIBUTOR (3) AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SDR 17 FINISHED GRADE GRADE FROM VALVE PIT COVER PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS. 2" MANIFOLD P-4) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS). FORCE MAINS TO BE INSTALLED TO DRAIN BACK TO 8" CMU OR PRESSURE TREATED PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE). TIMBER CONSTRUCTION (SUBMIT DETAIL FOR APPROVAL) 8" (MIN.) P-5) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH 4" MIN. CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY TO BED "D" - 2" 90° ELBOW 2 THE MANUFACTURER. TO BED "B" ( ) NOTE: ABOVE GRADE (NOT BURIED) FITTINGS TO —TO BED "A" I III[ min TO BED "C t 2" TEE (2)7u BE FUSION WELDED OR GLUED 4" (MIN.) 1 1/2" WEEP HOLE 12" FIRM NATIVE SOIL OR IF TO DRAIN WATER DISTRIBUTOR MANIFOLD END VIEW 11I0$Ib1 ® SUBMITTED FOR PERMIT TO CONSTRUCT: NYSDOH CRUSHED STONE FOUNDATION <� OUT OF PIT ���o oo�o�oo 00 00 00 00*r, 0 00 �,, 091n6i/01 DA SUBMITTED FOR CONCEPTUAL APPROVAL: TWN OF QSBY&NYSDOH � 2 �n /� NATIVE SOIL � "SIDEWINDER" THIS SHEET NOT SUBMITTED . i%/�,./�•i INFILTRATOR LATERAL HANG PRESSURE DISTRIBUTOR DACE REV# ISSUED/REVISIONS BY 1 DISTRIBUTOR PER MANUFACTURERS REQUIREMENTS DMON SECTION ��.�� NE SYSTEM DETAILS DI BALANCING VALVE PIT DETAIL �" MANIFOLD �� �� • WASTEWATER DISPOSAL SYSTEM SCALE: N.T.S. = DOCKSIDER RESTAURANT GLEN LAKE ROAD Y4" HOLES ® 6 ,yo �� QUEENSBURY, NEWYORK CLOCK; 6 TYP. JARRETT - MARTIN ENGINEERS, PLLC DISTRIBUTOR / MANIFOLD SIDE VIEW ETT PROFESSIONAL ENGINEERING P. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 HT©2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 DISTRIBUTION MANIFOLD DETAIL 0,L,00M0F7,,, ,WHA 5 N.T.S. ILLIWEAL SHALL BE CONSOMM 7RUE OCTOBER 2001 PRO# 01-29 SHEE7:3 of 5 ALTEFAVALCEM®e GNMEL AMUL 12906=1 Docksider WW Plan 8 Det b.dwg PLOTTED/REVISED:11107101 3:20PM GENERAL SPECIFICATIONS CONTROL &ALARM PANEL(S) CONTROL AND ALARM PANEL TO BE LOCATED IN BASEMENT OF RESIDENCE. (1) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; GOULD'S MODEL D10020 COORDINATE LOCATION OR EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. WITH OWNER (2) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. i (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. ALARM ONTROL PANEL PANEL Jr (4) VISUAL AND AUDIO ALARM. INSTALL PUMPS UNDER COVER TO FACILITATE EASY REMOVAL AND INSTALL JUNCTION BOX (5) ALARM RESET AND TEST BUTTONS ON DOOR. WITHIN REACH OF COVER FOR MAINTENANCE NOTES: PURPOSES. (6) LOCATE AS DIRECTED BY OWNER, 10 POWER (SOURCE PER OWNER) (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. 0 2" BALL VALVE 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST JUNCTION BOX (NORMALLY CLOSED) PUMPS THROTTLING TO ACHIEVE 60 TO 70 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT • EFFLUENT PUMP(S) — 2 THIS POSITION. (1) SUBMERSIBLE EFFLUENT PUMP, 10, 1 15V OR 230V TO MATCH POWER e SUPPLY. 3) ENGINEER TO WITNESS OPERATION OF PUMP STATION AND CONTROL PANEL UPON COMPLETION. d INLET FROM SEPTIC TANK TO LEACHING SYSTEM (2) 3/4" SOLIDS HANDLING. (3) GOULDS MODEL 3885, SERIES WE07H. ' (2) 2" TEE W/ DRAIN BACK VALVES ELECTRICAL SPECIFICATIONS e i CONTROL POWER 115 VAC PLAN VIEW (1)(2)(3) (4) (5)(6) R AUX. HI—LEVEL ALARM NEW RELAY (IN CONTROL PANEL) L1 R WATER PUMP M P SEPTICJ EFFLUENT PUMP L2 (230 vac, 1 PH) TANK STATION (8)(9) (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE ' NEW 3" (MIN.) DIAMETER VENT PIPING SERVICE. (VENT PIPING TO BE ROUTED TO BLEND WITH LANDSCAPING (COORD. W/ OWNER). WATER TIGHT CAST IRON (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM FRAME AND COVERS (2); THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED TO THE RACUSE CASTINGS #1504 WATER SERVICE PIPING. WATER TIGHT CAST IRON OR EQUIVALENT (TYP.) (3) FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP FRAME AND COVERS (2); REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER SYRACUSE CASTINGS #1502 HEAVY DUTY POLYETHYLENE OR STAINLESS STEEL (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, OR EQUIVALENT (TYP.) LIFT OUT CORDS (4 REQ'D) ATTACHED TO STAINLESS PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE PANELBOARD. STEEL EYELET ANCHORED IN CONCRETE THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND FINISHED GRADE; GRADE SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING TO DRAIN AWAY FROM OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOADCENTER. HATCH COVERS STAINLESS STEEL RAIL (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL SYSTEM W/ STAINLESS REQUIREMENTS OF EACH COMPONENT. PRECAST RISERS 24 36" ANCHORS (2) (MIN.) HEIGHT AS NEEDED � � ( ) (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. NEMA TYPE 6 2" BALL VALVE (2) NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED JUNCTION BOX FOR ISOLATION AND THEY MUST BE INSTALLED IN EMT. THROTTLING WATER TIGHT HDPE TO PVC (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. JOINTS (TYP.) TRANSITION FITTING (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE (2 REQ'D) FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 2" 90' ELBOW (2) INSIDE 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED INLET FROM SEPTIC TANK —� PUMP INCREASER; FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL PUMP STATION OR OUT LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED. 2ND ALARM & WATER SUPPLY SHUT OFF AND / OR TO LEACHING SYSTEM LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO PROPERTY ALARM SYSTEM TIE IN (SEE NOTE #4) %\ 3" RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF ALARM & LAG PUMP ON j cd 3" FORCE MAIN (2) RELAY. LEAD PUMP ON /\\ s" POWER CORD \\ \\ PROVIDE REDUCING TEE WITH 1 " BALL (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND VALVE ON BRANCH; THROTTLE BALL VALVE (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT PUMP OFF & PUMP ALTERNATE SWITCH 23" 2 PIPING \ \// TO ALLOW "TRICKLE" FLOW BACK TO WET W=LL; FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE �/\/\ � /\/\ /\ MERCURY FLOAT SWITCHES (4 REQ'D) // // // , 6" // /\ TYP FOR TWO CLEANBURIED SAND tNFILLMUN UN OF TIL DUITT ARE 4" BELOW ICOVEDREDADE. TRENCH SHALL BE BACKFILLED WITH �� 2" CHECK VALVE (2) (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. SUBMERSIBLE EFFLUENT PUMP (2) /\\/\\ \\/ \jam\ \/. (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. \� �/\� \� \� \���\�\\�\\�\\ \� \� \� \\�\��\\�\\ \� \ (11) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY /\///\/// // // /��// //\/// // // //�//�//�//�//\///�//�//�//�//�/ APPLICABLE LOCAL OR STATE CODES. NEW 1000 GALLON SEPTIC TANK TO BE 12 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. USED AS PUMP STATION STRUCTURE ( ) ///////// /� / 11/08,�01 ® SUBMITTED FOR PERMIT TO CONSTRUCT: NYSDOH \\ \\ \\ \\ \\ \\ \. \/\\/\\ \\ \\ \\ \\ \\/\\/�\/\\/�\/\/\ /` (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF WORK. 09/46✓01 AA SUBMITTED FOR CONCEPTUAL APPROVAL: TWN OF QSBY&NYSDOH \\�\\/�\\���\ NOTES: > (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO THIS SHEET NOT SUBMITTED BE READILY ACCESSIBLE THROUGH COVER(S). PIPING SYSTEM DATE REV# ISSUED/REVISIONS BY 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR (1) PUMP STATION PIPING: �t HE Y A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. DUPLEX PUMPSTATION PS1 SECTION (SEE ELECTRICAL SPECIFICATIONS) .M,Q (2) VALVES: CHECK — PVC, BALL TYPE. WASTEWATER DISPOSAL SYSTEM �SHUTOFF / THROTTLING — BALL VALVE — PVC DOCKSIDER RESTAURANTGLAN LAKE ROAD PRECAST CONCRETE STRUCTURES ti57 +� QUEENSBURY, NEW YORK 1 PUMP STATION (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS TQ SCALE: N.T.S. OTHERWISE NOTED, ALL STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. J aRi RF ETT MARTIN ENGINEERS, PLLC RAT(2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO PROFESSIONAL ENGINEERING P. , # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 WALL WITH NON—SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. HT®2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 (3) PUMPSTATION TO BE INSTALLED AT A DEPTH SUITABLE FOR GRAVITY FLOW FROM 0&Y00M0F7M8DRWWWM4A NUE"9V UeEoONSEEM uE OCTOBER 2001 PRO#01-29 SHEET; 4 Of 5 SEPTIC TANK AND/OR STRUCTURE(S) AND DEEP ENOUGH TO ACCOMIDATE GRAVITY AMvwo DRAINBACK IN FORCE MAIN, AS REQ'D. AVEMONOF7M D0CUMerrEXMff 129022®01 Dodcsidor WW Plan&Detd d NFL U�ONWEM s UNLAWRA. wg PLOTTED/REVISED:11/07/013:20PM GEOTEXTILE FABRIC: EROSION & SEDIMENT CONTROL: FILTER X, MIRAFI 100x, STABLINKA T140N, GEOTEXTILE FABRIC OR EQUIVALENT; OVERLAP ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN (SEE BEDDING DETAIL) & TIE JOINTS 6" MINIMUM [---18" MIN. -j ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK SHEET FLOW DRAINAGE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE SHALLOW CONCENTRATED FLOW URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. STEEL OR 2" x 2" q HARDWOOD MAX.24" . TYP.) B ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO 18" IN. �,4' MIN CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF TYPICAL \ \\/\\/\\/\\`�� COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK TIE POINTS \/ �� / //\// BUTT BALES TOGETHER, I.E.: NO GAP SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. 4' MINA \ �`\'' MEDIUM RIP RAP TYP. 000 / //\i/\\\\i/\\i/��i�`\ LAYOUT FOR SHEET FLOW DRAINAGE \ \\�\\�\\�/\\�/\\/\\/\\\ ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION / / / / / \/ GEOTEXTILE FABRIC UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. DIKE CONSTRUCTED USING 5' MAXIMUM -� CONCRETE EQUIVALMEDIUM RIP RAP N RECYCLED ES-5) EVIDENNT,S TRUCTION INCLUDING A FTI VITY IN PLA EL CONTROLS ARESTOP IFSION DAMAGED OR SDESTROYEDOORI ARE SECURELY FASTEN WIRE ORIGINAL GRADE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS FENCE TO POSTS &J CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL FABRIC TO FENCE SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. NOTES: LAYOUT FOR SHALLOW CONCENTRATED FLOW THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR GREATER FOR WOVEN WIRE FENCE PERMANENT EARTH DIKES. GEOTEXTILE FABRIC WRAPPED (14.5 GAUGE MIN.; "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND AROUND HAY BALES, AS SHOWN ABOVE 6" MESH SPACING) OR MAXIMUM 18" HIGH. EARTHWORK&TURF ESTABLISHMENT: 4" MIN. 2" x 2" HARDWOOD STAKES OR RE-BARS ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DRIVEN FLUSH WITH BALE; 2 STAKES FLOW 20" MIN PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 16" DIRECTED ON THESE PLANS OR BY OWNER. . MIN. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. TYP. EMBED GEOTEXTILE 8" MIN. ( FABRIC MIN. 8" INTO EARTH DIKE ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY ' OVERLAP FABRIC UNDISTURBED GROUND 3 CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND @ STAKE SCALE: N.T.S. DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. BEDDING DETAIL 16" MIN. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES NOTES: NOTE: AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. UNLESS DIRECTED BY OWNER. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. HAY BALE DIKE L FENCE 1 SCALE: N.T.S. [�]. �SCALE' : N.T.S. SLOPE 1 SLOPE 15° t SWALE LOGS AS REQUIRED )� DAYLIGHT TO DRAINAGE TO PROVIDE STABLE 15" MIN. °moo COURSE OR VEGETATED �5' MIN.—� CROSSING 5' MIN.—� 00 �cOo AREA �- 000o O° �00o BERM o0 O° 000 00000O000 000° �° O,y� �� y QQ ,, l - ° 00 0 0 15 000 000c, DRAINAGE COURSE OR VEGETATED AREA RIP RAP UNDERLAIN ROADWAY BY GEOTEXTILE FABRIC GEOTEXTILE FABRIC ROADWAY OR (TYPICAL BOTH SIDES OF STREAM) OTHER 8" MIN. NOTE: THIS DETAIL IS APPLICABLE ONLY TO SMALL OR INTERMITTENT STREAMS OR DRAINAGE �y GRANULAR SOIL DITCHES DURING LOW FLOW PERIODS. OR ROCK REMOVE LOGS AND STREAM CHANNEL GEOTEXTILE FABRIC AT COMPLETION OF WORK. 11/0$/01 ® ISSUED FOR PERMIT TO CONSTRUCT: NYSDOH 09/001 QA SUBMITTED FOR CONCEPTUAL APPROVAL: TWN OF QSBY&NYSDOH WASHED CRUSHED STONE OR RIP RAP THIS SHEET NOT SUBMITTED 12' MIN. QDo o �° 8" MIN. LOG CHANNEL FORD DATE REV# ISSUED/REVISIONS BY Q 0 NOTE: � �-- 00 °° 0 000 V SCALE: N.T.S. 0DRAW 2% M 0�IN 0O0 THIS DETAIL IS APPLICABLE TO ACTIVE OR CLOSED TEMPORARY ROADWAYS TO � 0 NE rA� EROSION CONTROL 0 CONTROL EROSION AND / OR STORMWATER RUNOFF. EC"' WASTEWATER DISPOSAL SYSTEM DOCKSIDER RESTAURANT WATER BAR sd,� GLAN LAKE ROAD NOTE: 5 SCALE: N.T.S. 57'� �, QUUENSBURY, NEW YORK THIS DETAIL IS APPLICABLE TO ACTIVE ROADWAYS (TEMPORARY OR PERMANENT) TO CONTROL ROADWAY EROSION AND / OR STORMWATER RUNOFF. JAR= - MARTIN ENGINEERS, 1 1J1JDRAINAGE DIVERSION TRENCH 4 SCALE: N.T.S. ,rH p PROFESSIONAL ENGINEERING P.E 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 02001 GLENS FALLS, N.Y. FAX: (518) 798-1864 �s�a�°iBEoa so�e�� OCTOBER 2001 PRO# 01-29 SHEET: 5 of 5 McvAM Aern CBOED OMOF�Dsu 260 129061 Dodcslder WW Plw&Detells.dwg PLOTTED/REVISED:11/07/01 32DPtu1