Loading...
2000-286 ':f ' rT 7 ' , ' r I . r•S{4 , gig a' ka CertiflKate Of Com" 01al c e Town of Queenshy Warren County,New York June 2000 1� Date 2 T41W Z0 fl236 This is to certify that work requested to be done as sham by Permit No, has been completed, This stlitcture may be used as a _. SEPTIC ALTERATION Location 1449 STATE ROUTE 9 }: Owner RCDEWAY INN . TAX MAP M. 3 5 a-1-4 b 3 � � Town Board Director of Building&Cade`Enfo rcernent BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518)761-8256 VALUE $ 0 Building Permit No. 2000286 TAX MAP NO. 35 . -1-4 .3 Permission is hereby granted to RODEWAY INN Owner of property located at 1449 STATE ROUTE 9 in the Town of Queensbury,to construct or place a SEPTIC ALTERATION at the above location in accordance to application together with plot plans and other information hereto filed and approved and m compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Owner's Address: 1449 STATE ROUTE 9 LAKE GEORGE, NY 12845 3436 Contractor or Builder's Name: CRANDALL, CHRIS Contractor or Builder's Address: R.D. #1 , BOX 1376 LAKE GEORGE, NEW YORK 12845 Electrical Inspection Agency: Type of Construction: SEPTIC Plans and Specifications: SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS Proposed Use: SEPTIC ALTERATION . 35 May 9 2002 , $ PERMIT FEE PAID—THIS PERMIT EXPIRES (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.) 9 May 2000 Dated at the Town of Queensbury this Day of SIGNED BY for the Town of Queensbury Cade Enforcement Officer Application for Permit—Septic,Disposal System Town Of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: ................. .......... ................ Office Use Location of installation: 1449 Rt. 9, Lake George, NY File Permit No. -.1) Tax Map No. Fee Paid Owner's Name: Snap Motel Corp .....................­­..............­................................................ Address: 1449 Rt. 9, Lake George, NY 12845 2. INSTALLER'S NAME Crandall Excavating PHONE NO. 793-0431 3. RESIDENCE INFORMATION:- (circle year of dwelling, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total dailyflow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gaVbdrm = <:] — 19 See plans x 130 gaUbdrm = See---pi... 1991 —present x 110gal/bdrm = IE D Garbage Grinder Installed yes no Spa or Whirlpool Installed yes no MAY 0 9 2000 TOWN OF QUEENSBURY 4. PARCEL INFORMATION: (circle applicable information &indicate measuremen@]41LDING AND CODE - Too grah y Soil Nature Ground Water' Bedrock or liripervious Material - Domestic Water Supply Elat 4—sand 3 at what depth at what depth Inunici a Rolling loam JZ-et feet well - Stee slo e clay if well; water supply slope other from any septic-system depth: absorption is_ft. other Percolation Test: (To be completed by licensed professional engineer or architect). Rate: See Planwiinute per inch 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. SEE PLANS Septic Tank: gallon(min. size 1,000 gal.) Tile Field: each french fl. Total System Length: fl. Seepage Pit(s): number of size ofeach: 1. by f Size of Stone to be used: H depth or thickness feet Bed System Size: x Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) N/A Number of tanks: 1 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. ,1-4----7 71 5/8/00 Signature of responsible person Date Shak! Bhattl, President 91-19-1 (2185) NEW YORN STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION FORM "Dyy for a State Pollutant Discharge Elimination System (SPDES) Permit (A SPIDES Application When Signed by a Permit Issuing Official Becomes a SPDES Permit) PLEASE PRINT OR TYPE APPLICATION TYPE IF RENEWAL OR MODIFICATION, GIVE PREVIOUS NUMBER KI New ❑ Renewal n Modification NY— OWNER'S NAME (Corporate, Partnership, Individual) TYPE OF OWNERSHIP Snap MotelCorporation Corporate n Individual El Partnership F] Public OWNER'S MAILING ADDRESS(Street,City,State,Zip Code) 1449 State Route 9, Lake George, NY 12845 REFER ALL CORRESPONDENCE TO:(Name,Title and Address) TELEPHONE NUMBER Shaki Bhatti, President (518) 792-5904 FACILITY NAME- I FACILITY LOCATION(Street or Road) CITYJOWN OR VILLAGE R6deway Motor Inn 1149 State Rout 9 Queensbury COUNTY GIVE EXPLICIT DIRECTIONS TO LOCATION Warren Route 9 north, property on left side of Road (J mile so. of Rt. 149) NATURE OF BUSINESS OR FACILITY POPULATION SERVED(See Instructions) Motel 24motel rooms, 1-2 bedrocm ar FREQUENCY OF DISCHARGE All Year? KI Yes ❑ No If No, Specify Number of Months All Week? EX Yes n No If No, Specify Number of Days DOES YOUR DISCHARGE CONTAIN OR IS IT POSSIBLE FOR YOUR DISCHARGE To CONTAIN ONE OR MORE OF THE FOLLOWING SUBSTANCES ADDED AS A RESULT OF YOUR OPERATIONS,ACTIVITIES OR PROCESSES& Please check; nAluminurn ElAmmonia nBeryllium FICadmiurn nChlorine FIChromium ElCopper F-1 Cyanide n Grease n Lead 1:1 Mercury E-1 Nickel r❑]Oil El Phenols El Selenium 1:1 Zinc UNone of These DISCHARGE DATA(Use additional forms, if necessary)(See Instructions) TYPE 01 TREATMENT T ------Fseptic Tank, Leach B d 1280 Cal/Day OUTFALL NO. ❑ Proposed M Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN"C 1 Domestic Sewage 1 C Existing ❑ Expansion Sewage �d 28 SURFACE DISCHARGE If YES, Name of Receiving Waters Classification Waters Index Number 11 Yes IN No I I I SUBSURFACE DISCHARGE If YES Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table FK1 Yes E)No I Pond. on Route 149 1500t Ft. I sand 34" OUTFALL NO. Proposed 12 Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 2 70 Existing El Expansion Domestic Sewage Se ticTank, Leach Be 400 Gal/Day SURFACE DISCHARGE If YES, Name of Receiving Waters Classification Waters Index Number 11 Yes ER No SUBSURFACE DISCHARGE If YES'Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table 10 Yes El No IPond on Route 149 11500t sand > 81 OUTFALL NO. Proposed Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 3 1 El Existing ❑ Expansion Domestic Sewa e Se tic Tank, Leach Bel 1040 Cal/Day SURFACE DISCHARGE If YES, Name of Receiving Waters Classification Waters Index Number n Yes E No I I SUBSURFACE DISCHARGE If YES,Name of Nearest Surface Water Distance I SOIL TYPE Depth of Water Table 0 Yes El No Pond on Route 149 1500+ Ft. sand ;>8T 1 hereby affirm under penalty of perjury that information provided on this form and any attached suppleme6tal forms is true to the best of my knowledge and belief.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. APPLICANT'S SIGNATUf�Isee lnstryctions) I DATE � PRINTED NAME TITLE X 16,51 //- 60 Shaki Bhatti I President PERMIT VALIDATION SECTION APPLICATION NUMBER (Department of Environmental Conservation Use Only) This SPIDES permit is issued in compliance with Title 8 of Article 17 of the Environmental NY— Conservation Law of New York State and in compliance with the provisions of the Federal Water EFFCTIVE DATE EXPIRATION DATE Pollution Control Act,as amended by the Federal Water Pollution Control Act Amendments of 1972, P.L. 92-500, October 18, 1972 (33 U.S.C. §1251 et. seq.)(hereinafter referred to as"the Act"), and subject to the attached conditions. ATTACHMENTS: Signature of Permit Issuing Official Date CARD Type Type sic C DE #Out Di5 CARD Region County Major Sub compact CARD Latitude Longitude CARD Lim Ind Basn Da sin Est Own Falls Class i si Area 66 fia 70 73 74 7f, 76 78 53 58 72 74 59 64 57 6 7 1 �. (6 V 4J +) 0 tU Q1 r N 41 Z '0 W W H4J G" 1 ,. C� . Z �" N W +� cU C NI , 4J Z �- C C tow 0) 1v W W (9 '� 1 1 4J .0 S- 'r�- + V) (U, W z E r4J AU, QIX [�, � r � �W 0. f P -P C A. \ Z , a Q P1q W r� A 'I . U. 1 0 Ci Z 4- 0 Ol c�+ " 0 .A � N � T3 ,C +r }-- cZ il, 11. � C S. a x W -C U U- N 0) 1 1 4 ( '0 It% so Pa 0 (A N Q .t� 0 rQ I� 4W 4'.�7 � S. . '�" •, +M 4- U >" qj -PP■i Q} HIM ooCCCtooCo0 `� ' � W t�,1 W 0 ,rcn 4- Na N MY � 000 aW � �� cn ;f C C. r I»I Q 4- +r 0 0 1 +r +r �r V1 � VI t! p M aW �» 04.W ;l ,II -P OM M 4JP4J QI 1 �"'° ,.It- 4J aOCLZ 00 1 0 4J CM M it (C Eoor- d 'J r ro 4J.0 4 4) Z I y r 'i7 0 i- U 'p r l �, > CL o o .� a W0t)+) vda) CHrn4e4JC< CCro IC S- h� IPA ��. W E U4j C D. NW N OPftU C 0 Q) U 0 0 a,r- Utr 0'0 V) 'r (ao ro W +) rto ac00000U �» 'rC �.� Z ...1 CI � tY+•►'H � ..! G1 cl') 6l"1 V) U}�, CQ � Q Ca�IL ll, N U W�'G. � !.� � °�� ~ ClNY CERRONE JOB INVOICE' LAMBING & HEATING 1418 - .108 McCormack 'Dr. - LAKE GEORGE, NEW YORK 12845 CUSTOMERS ORDER NO, DATE ORDERED (518) 798-0554 ORDER TAKEN BY DATE PROMISED 0 A.M. 0 P.M. BILL TO PHONE J ADDRESS MECHANIC CITY HELPER JOB NAME AND LOCATION . C] DAY wQFSK DESCRIPTION OF WOFMZ ❑ CONTRACT t ❑ EXTRA doc 4/V C�Af aJ i ra_.� Z_ QUANT. DESCRIP ION OF MAT*SP=m PRICE AMOUNT r Z_zln) HOURS LABOR AMOUNT - TOTAL. ' MECHANICS Cc MATERIALS. HELPERS @ TOTAL. LABOR I hereby acknowledge the satisfactory TOTAL LABOR TAX completion of the above described work. SIGNATURE DATE COMPLETED TOTAL I COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC, Main Office 176 Doe Run Road - Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVE Panel Board f # .i# NOR67602 hard /)wer C- 1 iO Ij ,rvVA) iffl#f/lit lff#f#Ni fill}it14}}I.Iiff#ilifiMlr.}}II#pfii�}}}}}##iflf fllllff li#1ff.i.Nf� fl.f#f#f M.ffl f ilil Ilf..ilNllNif.! i � I Locatenn iN.ii.f.illfiMlii .ii.Nl!lililffl..liiil#if ff•elf#illlfiili#1f11filliliHifNilNifliiff}}}#1}■i}}fff} 1; .ii####11.....11fl.ffi Installation Consisting ofF}il ; 0#0114tolloomm .#�#f .1...1 ...I.i..f..144fffiffiifH.}if;11•../1../1...f..#.1 Now I#fill...#}ii#Ii#i#i.iflii..i4l.if if}#!}}}ifili.fi ililll##.1.. f.i/1}}}ifil.11f##..i•.1/41f#.}}#fli}}}}ill#ff.If/1fifMMl}}flit}}#MiHl1##!;.#INlf.if.#fl..Iffftflr}i#4}.} 1#i#i ll Mill /.liliif..11l.l#./lff..lfi.lillll ffill.#.f/.l#..il...ii lll.lil.#li.lull}llli#lililli#.ii.}if}}i}#i}!f}}}}}iiiff i.f#i#i#l.11/i.liifirif#41t#!il#llli#Il! cof C A- 9 InstilledByof ellifli/fill./f..li ef.off#f.#Nl.i. M#444ll.#1 lot/#.fi#....il#.l#.i#ii#..lf.};f;;i#Lief No, The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled; - This certificate onlycovers 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 inspections at any time, and if its rules are violated, the Company shall have the right to re AN VV e thi erti ate# / 1 j M 1T�1I1 LLL �1IIY+i� /1rlit+f1YUy I SPEC■ ' R MNu h410#6010 1#IM#ill#pie.#/il..f}}l;..ii}ill}H1gll.}}}411}i#l•}i.I/.ii.iiNf I MomhoM N CPA i A F i C 4i or I � lo- w C t 4w 0 or 1 r r. or`. r. + Lid Qe z V U Cj ,� �J z m w M� �� >- E o 0 u a) x Ul a p C) r- j I , j � 11 r—rcrojC�Vaaa„I,( 1 41 ' roAr r. -0Ci U IL U 41 . � X r. Z 4- C +J y,or. aIW .0 U L Q) CIL C CO,O ro14J � 0 L -P0 S. O (U M 4J a) W 0C" $I U9k �0 N V, C C C ro C C 4) 0 WOr VIE 4- p. 0L N QIX \ 0 0 0 0Y L of lY q.�.. M 0 r 0 0 VI or or or- U!Z LL �/} r' it } t�. lCLO 04.W �� 4J 0j4 � -P -P � 0 Q) Iloom W a� ro a� a W 0 0)4J 0)1 C H M.x op C c c ro'4-� �s. C-0 � 1pm v) ro U 4J 0 V) C aNW N 00. 10 4) U C CUfr 0 .01 0 Soo w r 'p m r- It or ac 0 0 4r 00 U. S- -r O � 6 � I 4J 4J 0 N G! 0)z 00 0 � 0 0 4J r � Z C .0 �v W V) U. 10 +r rM +r r to 4 r CL 'o z WWI% I 0 d S. -r� 4 V) { , W z 0 E 'r 0 0 u t) Ix V) CL 4� r• v} .!� 0 4- W U. u J 1 0 CI 0 �► 0 N ' + U u.-. W . ,c M 'i- �7 I— Q SL -#1 r 'r V! 0 I �d d` C i. N z W z u UL N Gl I t 4 'd a V'i 4 ,,,► " • ' � V9 ll .L3 I t 4� c W C► (q 4J 4' 0 r . 4N t� p x id cn 4J v W ut W ro c H ' + 4- u > +) 4J 0 F- 'r' Ov) cccoocoo W " Cy W 0 �r {/f 4» to N rl x \ 0 0 0 OW S- ' W c CL r 0 4M +r 0 0 to Vf 0 W -P 0 m 0) 4J 4J a� � z � r +� nC 4 CD< t O ro It r» cU U 4J 4 N rtS Ql a 0 W o In-P q)L tU c k m 4-) G c c it 4- - c*0 W E u 4J H u14- L0CCLNWN04bctn4JU0 :34cU 'r0'C ro 0 (1 0 Q) M N (D+rW +) Hr- ro +r CLO 0 0 0 00 u S.+rO � �• N a 0 0 (D 0 0 070 .J, p) .r p��. �, �.��(D (p M "< a, (D 0 tU 0 01 a � �0. o -j. na ,6CC ;) (DN � A. Z0NMN -UnOV -ho H 0 � CL:3 -1 a0 � > :3C+ Xcgm� 0 (Dr+(0 C r" (D 0) o rD p�+ iml N{ 0 A) t�t�z C+ y rl"t to � rm 0 �,+� 7 "0 0'0 tff /��� tG� �pq t}� ' 14 1 f t t �fr„i �y 1J �r+�f' I• Vr m-h 0 �ry � �� 0 y4l ( 7 "! 0 (D C 00) :3 :3 0.(A0 -h -� 0 Hc+ c+ C<0 to a M 110 M (D rtN a -qo. I m WPi r .a,'tay';w���� •�(D 0 `��" tD rF E� w,�0 ( �' w 1' n on X d -+ o to ) ,;�, • ...a .,, m C 2 Q N oa ' �� CO �U C Vvi x1 V Z N to \ 1 ; P -h � 0 Q m z rt ro 0 s (A -h -h. I/ � A m \1 a Z(D (D 1 '�' (D (D o rt 0 cf V °� ELECTRIC 2" F M. (PVC) 4" PVC (GRAVITY SEWER FROM Xz BUILDING "B') 4" PVC 4" PVC (GRAVITY SEWER FROM 7� BUILDING "B")� 4" PVC (GRAVITY SEWER FROM ` BUILDINGS "A"&"C") 4" PVC. APPROXIMATE OFFICE BUILDING SCALE: 1 " = 5' (APPROX.) EXISTING SEPTIC TANK LOCATIONS AND STRUCTURES TO BE VERIFIED AT TIME OF CONSTRUCTION. IF TANKS ARE TO BE REPLACED, TANKS ARE TO BE LOCATED A MINIMUM OF 10' FROM ALL BUILDINGS AND PROPERTY LINES 152'-6" PT# 10 LEGEND NEW / PROPOSED IN THIS DESIGN: GRAVITY SEWER (EXISTING). - - - - - GRAVITY SEWER (NEW) - FORCE MAII: WATER SUPPLY: v SHALLOW SWALE -� NYSDOT EASEMENT: TEST HOLE PERCOLATION TESL` 0 aT.& , '� 2 T 1 SEE DRAWN0 % FOR DEML DETAIL REFERENCE TAG: SECTION CUT DIRECTION sEcnon UTV T1 SEE DRAwRlIi 1 FOR SECTION VENT PIPE tit �t (2) NEW 1250 GAL. �t`t SEPTIC TANKS t� t� t� ®HUDSON FALLS PRE -CAST 8 HOLE DISTRIBUTION BOX SYSTEM #1: ELJEN IN -DRAIN - LEACH FIELD 3't 1N BOX BED EXISTING SEPTIC TANK LOCATIONS AND STRUCTURES TO BE VERIFIED AT TIME OF CONSTRUCTION. IF TANKS ARE TO BE REPLACED, TANKS ARE TO BE LOCATED A MINIMUM OF 10' FROM ALL BUILDINGS AND PROPERTY LINES WAIVERS REC�UIRED FROM IIIV' YORK STATE DEFT OOF HEALTH ENVIRON��ENTTA��06I&AMF�RMV�T�I0A NYSDOH NYSDEC SET BACK SETBACK SETBACK REQUESTED/ SETBACK** WAIVER REQUIRED REQUIRED APPROVED PROVIDED SYSTEM ail 1. LEACH FIELD TO PROPERTY LINE 10' 10' 3' 3' 2. LEACH FIELD TO BUILDING 20' 20' 5' 5' 3. D-BOX TO BUILDING 20' 10' (ST) 10. 10' 4. EFFLUENT LINE (FORCE MAIN) 10' -- 8' 8' TO BUILDING (BUILDING "D") 5. EFFLUENT LW (FORCE MANS 10' 10• -- 4• TO PROPERTY LNIE SYSTEM #2 1. LEACH FIELD TO PROPERTY LINE 10' 10' 4' 4' 2. D-BOX TO PROPERTY LINE 10' 10' (ST) 9' 9' 3. EFFLUENT LINE TO BUILDING 10' -- 4.5' 14' (BUILDING "D") 4. EFFLUENT LINE TO PROPERTY LINE 10' 10' 9' 1O't 5. D-BOX TO BUILDING (BUILDING "D') 20' -- 19' 19' 6. LEACH FIELD TO SWIMMING POOL -- 35' 7' 7.5' SYSTEM #3 1. LEACH BED TO R.O.W. 10 10' <1' <1' 2. D-BOX TO PROPERTY LINE 10' 10' (ST) 6' 6' 3. EFFLUENT UK (FORCE MANS 10' 10' S' 4• 70 PROPETTY UK 4. LEACH FIELD TO SWIMMING POOL -- 35' 11 11' SEPTIC TANKS (ST) 1. SEPTIC TANK(S) MMDM 'D') lop to' a' 5' 70 PROPERTY LNr1E PUMP STATION 1. SET ECK TO PROPERTY LINE 10' 10' (sh 70 5' PLUMBING MODIFIED AT TIME OF A CONSTRUCTION TO ACCOMMODATE EXISTING CONDITIONS EXISTING SEPTIC TANK -------__(REMOVED) TP1 12 0 PT# 12 oe / BUILDING "B"- 8 UNIT BUILDING / / ®PARAREA EXISTING BUILDING SEWERS AND ® / EFFLUENT LINES SHOWN FOR REFERENCE -if ONLY. EXACT LOCATIONS UNKNOWN. // A I � BUILDM 'C" 5 UNIT BUILDING EEISCALE: 1 " = 20' (AP PR-- ,OX.) 6 UNIT BUILDING NOT TO BE INCLUIpED IN THIS DESIGN FORCE 10' (MIN.) BUILDING "D" OFFICE BUILDING TIMBER RETAINING WALL EXISTING TEMPORARY ABSORPTION BED (75.87' x 10') TIMBER CUF jC� VARIANCES REQUIRED FROI:� TOO�VN OOFUEENSBUR`r' SETBACK SETBACK REQUESTED/ SETBACK** AV RIANCE REQUIRED APPROVED PROVIDED SYSTEM #1 1. LEACH FIELD TO PROPERTY LINE 10. 3' 3' 2. LEACH FIELD TO BUILDING 20' 5' 5' 3. D-BOX TO BUILDING 20' 10' 10' 4. EFFLUENT LINE (FORCE MAIN) 10' 8' 8' TO BUILDING (BUILDING "D") & EFFLUENT LNrE (FORCE MANS 10' -- 4' TO PROPERTY LINE SYSTEM #2 1. LEACH FIELD TO PROPERTY LINE 10' 4' 4' 2. D-BOX TO PROPERTY LINE 10' 9' 9' 3. EFFLUENT LINE TO BUILDING 10' 4.5' 14' (BUILDING "D") 4. EFFLUENT LINE TO PROPERTY LINE 10' 9' 9:i 5. D-BOX TO BUILDING (BUILDING "D") 20' 19, 19, SYSTEM #3 1. LEACH BED TO R.O.W. 10' 2. D-BOX TO PROPERTY LINE 10. 6' 6' 3. EFFLUENT LINE (FORCE MA01) 10' S' 4' 70 PROPERTY LINE SEPTIC TANKS 1. SEPTIC TANK (BUILDING V) TO 10' Is' 5' PROPERTY LINE PUMP STATION 1. SET BLACK 70 PROPERTY LINE 10' 7.5' W ** SETBACKS MODIFIED DURING CONSTRUCTION DUE TO CONFLICTS WITH EXISTING UTILITIES / BURIED STRUCTURES. ®HUDSON FALLS PRE -CAST 8 HOLE DISTRIBUTION BOX EXISTING TEMPORARY BED DISTRIBUTION BOX (TO BE REMOVED) SYSTEM #2: REACH IN -DRAIN I LEACH FIELD 12' f 1 S/GN / � r SIGNTO BE REMOVED / \ / Y \ � NEW SIGN LOCATION . ®WATER SERVICE PIPING /� v / LOCATION APPROXIMATE) \ NYSDOT R.O.W. ONLY MP.) MUNICIPAL WATER ENTRANCE AM RODEWAY INN: LOCATED 54' SOUTH OF PROPOSED SYSTEM 03 D 2" FORCE MAIN (PVC) OLD FAILED WASTEWATER A DISPOSAL SYSTEMS REMOVED PRIOR TO CONSTRUCTION a a / a 11'6";&SYSTE / / CONVENTIONAL LEACH BED® a / Al / DO NOT DISTURB EXISTING NYSDOT CURB; / PROTECT/TEMPORARILY SUPPORT AS REQUIRED 75.87 ' / Q / � a a / 0 a • a o / r� 0) a / 0) a O (�• a / 12" WATER MAIN ON EAST SIDE OF ROUTE 9 / ONLY; PER QUEENSBURY® WATER DEPT. a . a / a / a / A a a GENERAL NOTES: 1. BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER. 2. EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. 3. CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 4. CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). 5. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. 6. ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. 7. VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER LEACHING AREAS FOLLOWING INSTALLATION OF LATERALS. B. CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING SYSTEMS PRIOR TO CONSTRUCTION. 9. CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM TO BE IN CONFORMANCE WITH THE NYS DEPT. OF ENVIRONMENTAL CONSERVATION, NYS DEPT. OF HEALTH, AND TOWN OF QUEENSBURY WASTEWATER STANDARDS. 10. CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES, AS DIRECTED BY OWNER. 11. EXISTING SEPTIC TANKS DESIGNATED FOR REUSE TO BE INSPECTED FOR SIZE (SEE DESIGN INFORMATION FOR TANK SIZES), PROPER FUNCTION AND STRUCTURAL INTEGRITY. REPLACE TANKS AS REQUIRED. 12. NEW LEACHING SYSTEMS ARE bM DESIGNED TO HANDLE SWIMMING POOL BACKWASH WATER. BACKWASH WATER TO BE DIRECTED AWAY FROM NEW SYSTEMS AND DISPOSED OF AT DIRECTION OF OWNER. ® Subsurftce Investigation 0 Test it # 1 0 - 5" Loamy Sand Topsoil 5" - 56" Medium Brown Sand 56" Bottom of Hole No Mottling Noted S Test Pit # 10 0 - 8" Topsoil 8" - 23"f Reddish Brown Fine Sand 23" - 8' Medium Brown Fine Sand w/ Heavy Cobbles & some Silt 8' Bottom of Hole Mottling Noted 0 28" (Increases w/ Depth) 0 Test Pit # 11 0 - 5" Black Loamy Topsoil 5" - 34" Medium Brown Fine Sand w/ Silt & Cobbles 34" - 56" Hardpan Sand/Silt w/ Cobbles 56" Bottom of Hole Mottling Noted 0 34" (Increases w/ Depth) 0 Test Pit #12 0 - 8" Fine Loamy Dark Topsoil 8" - 11" Crushed Stone Fill 11" - 63" Medium Brown Fine Sand w/ some Silt & Cobbles (Hardpan) 63" Bottom of Hole Mottling Noted 0 48" 0 Percolation Test #1 Soil: Medium Brown Sand Depth: 36" Stabilized Percolation Rate of 35 seconds 0 Percolation Test #11 Soil: Medium Brown Fine Sand w/ Cobbles Depth: 17" Stabilized Percolation Rate of 1 minute 23 seconds. 0 Percolation Test # 12 Soil: Medium Brown Fine Sand w/ some Silt & Cobbles Depth: 16" Stabilized Percolation Rate of 21 minutes 20 seconds. Note: Test Pits and Percolation Tests are not numbered consecutively. (Test Pits #2 - #9 do not exist) 10/30/00 d RECORD DRAWINGS 5/10/00 8 REVISED PER NYSDOH COMMENTS 4/28✓00 ISSUED FOR PERMIT TO CONSTRUCT 4/14/00 - ISSUED FOR VARIANCE APPROVAL DATE REV # ISSUED / REVISIONS BY \^mil Ilpf' IIIn��\\\IInII DRAWING: � RODEWAY 0�11NN -AN WASTEWATER USPOSAL SYSTEM 1449 U.S. ROUTE 9 i�--. OUEENSRURY, NEW YORK FO yO.:7 , �rCs JARIn--IETT - MART�LU---'TD� PROFESSIONAL ENGINEERING � JARRETT 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 . #57509 GLENS FALLS, N.Y. FAX: (516) 792-2996 ALTEPATION OFTHS DOCUMENT APRIL 2000 99-54 SHEET 1 OF 6 EXCEPT BY A LIED PROFESSIONAL ENISHER IS UNiAWFUL. FILE: F:\954082599 Rodeway Inn Site Plan C1.dwg PLOTTED / REVISED: 10/30/00 10:10 AM SECD REFERENCE TAG PROPERTY LINE 3'f 1 _ 4 PVC PERFORATED _ " EUEN IN -DRAIN UNITS R� ~ -/ � � X�-- � �� y'� ..• . • .. ... • � 10 UNITS PER LATERAL �� �•) DISTRIBUTION LINE (TYP.) �� ti t' � � vC �\� 'i � '/ �.�• ,fir /: , ... ,:•i"�•' i x CONCRETE SAND (TYP.) HUDSON FALLS PRECAST 12" (TYP, (8) HOLE DISTRIBUTION BOX 12" (TYP.) ,��/\_ }�� _� ) PROVIDED .. ,, , \ ✓ �.c^ �-'i ` %NI^ - \ _ 2" FORCE MAIN .��- \� �`' �'�C % / �� -. i , /l`� ; _ /- ' �; /�--► 4" SOLID PVC DISTRIBUTOR FROM PUMP STATION ?T�\J r !� \ 1) . \ '\I \ �., - PIPING ®0.5°!" SLOok PE (TYP.) 40 82' , , / ��\\./ \ 4' (TYP.) 40' BUILDING "B" � NOTES: XS1 ELJEN IN -DRAIN UNITS TO BE INSTALLED AT COMMON (FLAT) ELEVATION. 5' (TYP.) WESTERN HALF OF SYSTEM WAS INSTALLED 12" HIGHER THAN EASTERN HALF. nn nn MM j� MM (�� �% M y n (� M j�j M M I ELAAW JtSfJUM 3UIMEIIUII OT IPL�LrtH Q�WEN zSIIU-D° AM SCALE. 1" I= 4' PROPERTY LINE 4" SOLID PVC DISTRIBUTOR PIPING O 0.5% SLOPE (TYP.) HUDSON FALLS PRECAST (8) HOLE DISTRIBUTION BOX PROVIDED EFFLUENT LINE FROM SEPTIC TANK FORCE MAIN FROM PUMPSTATION TO LEACHING SYSTEM #3 4'f 4" PVC PERFORATED DISTRIBUTION LINE (TYP.) ELJEN IN -DRAIN UNIT; 7 UNITS PER LATERAL (TYP.) i 7- 4' (TYP.) 91 CONCRETE SAND (TYP.) \ y-� ec• /Tvn � v �v 2' "t ^ ^ --- X CHAIN LINK FENCING - iC NOTE: x AROUND POOL _ ELJEN IN DRAIN UNITS TO BE INSTALLED AT COMMON (FLAT) ELEVATIONx (4) EXISTING "EQUALIZER 36" X INFILTRATOR CHAMBER LATERALS; EACH LATERAL 9 UNITS LONG , EXISTING 4" PVC EQUALIZATION/ OVERFLOW PIPING I- ­ --- ­____ 0 S I G N L 0 C A T 10 N - - " z I 114vzzzzAA p VZA 30" (TYP.) 18' ITIMBER CURB NEW 4" PVC EQUALIZATION/ OVERFLOW PIPING (-'-I SCALE: 1 t = 4' X X X X X X- CHAIN LINK FENCE AROUND POOL EXISTING TIMBER RETAINING REPLACE 9(T ELBOW W/ TEE 8.43' (TYP.) PROTECT NYSDOT CURBING NEW ) ALONG R.O.W.; SUPPORT DEPT. OF TRA ' AS REQUIRED RIG 'ORK STATE ISPORTATION 3HT OF WAY EACH � SCALE: I 5' ......................................................................................._............. -0.5% SLOPE (TYP.) (3) NEW "EQUALIZER 36" INFILTRATOR CHAMBER LATERALS; EACH LATERAL 9 UNITS LONG cwawgw g�3 QC�fiwWM ORAL -D 4' 12' 4' (TYP.) 2" FORCE MAIN FROM PUMPSTATION LINE DSON FALLS PRE -CAST HOLE DISTRIBUTION BOX 4" PVC DISTRIBUTOR' LINES O 0.5% SLOPE (TYP.) STANDARD "EQUALIZER 36" ENDPLATE (TYP.) DESIGN INFORMATION. ROPERTY LINE DESIGN BASIS NEW YORK STATE DEPT. OF ENVIRONMENTAL CONVERSATION NEW YORK STATE DEPT. OF HEALTH TOWN OF QUEENSBURY WATER SUPPLIES RODEWAY INN AND ALL OTHER WATER SUPPLIES IN AREA ARE BELIEVED TO MUNICIPAL WATER. (WATER SAVER FIXTURES TO BE INSTALLED THROUGHOUT FACILITY) DESIGN FLOW 4 BULDINGS WITH A TOTAL OF 23 MOTEL UNITS FLOW PER UNIT: (NYSDEC 1988) 1000PD/UNIT 20% FLOW REDUCTION FOR POST 1991 WATER SAVER FIXTURES 100 GPD/UNIT x 20% REDUCTION - 80 GPD/UNIT 23 x 80 GPD/UNIT - 1840 GPD 2 BEDROOM APARTMENT (OFFICE BUILDING) x 110 GPD/BEDROOM - 220 GPD SYSTEM TO BE BUILT AS DESIGNED, EXCEPT LAUNDRY MOTEL COMMERCIAL LAUNDRY FACILITY (OFFICE BUILDING) = 580 GPD ® WASTE NOT TO BE DISCHARGED ON -SITE. TOTAL ONLY FLOW - 2640 GPD INDIVIDUAL BUILDINGS: (AS LABELED ON PLAN) BUILDING A" - (WEST END OF LOT) 7 MOTEL UNITS = 560 GPD BOLDING _W - (NORTH SIDE OF LOT) 8 MOTEL UNITS = 640 GPD BUILDING "C" - (CENTER OF LOT) 5 MOTEL UNITS - 400 GPD BUILDING "D" - (OFFICE BUILDING) DAILY FLOW - 1040 GPD (OFFICE BUILDING INCLUDES: 2 BEDROOM APARTMENT. 3 MOTEL UNITS AND LAUNDRY FACILITIES) TOTAL DAILY FLOW TO BE ACCOMMODATED BY (3) LEACHING SYSTEMS: 1) ELJEN TYPE B IN -DRAIN LEACH FIELD SYSTEM; FOR BUILDINGS A", ")68" & "C' 2) ELJEN TYPE B IN -DRAIN LEACH FIELD SYSTEM; FOR BUILDING "%B" 3) CONVENTIONAL LEACH BED; FOR BUILDING "D" SYSTEM #1: (ELJEN LEACH FIELD) BUILDINGS A'. 'W & "C" 7 MOTEL UNITS + 4 MOTEL UNITS + 5 MOTEL UNITS = 1280 GPD (SPDES PERMIT REQUIRED) 1280 GPD + 12 GPD/SO. FT. = 1066.67 SO. FT. (1-5 MINANCH PERCOLATION RATE) 1066.67 SO. FT. + 7' (4' WIDE TRENCH EQUIVALENT) = 152.38 OF EUEN IN -DRAIN TRENCH REQUIRED 152.36 + 4'/UNIT - 35.1 IN -DRAM UNITS PROVIDE (4) EUEN IN -DRAIN LATERALS EACH 10 UNITS LONG (40') 4 x 10 x 4' - 160' OF IN -DRAIN TRENCH OUTSIDE DIMENSIONS OF SYSTEM: 82' x 12% LATERALS TO BE PLACED 8' O.C. 180' x 7' x 12GPD/SQ. FT. - 1344 GPD (SYSTEM CAPACITY) SYSTEM #2: (ELJEN LEACH FIELD) BODING ". 1 BUILDING x 4 MOTEL UNrrs/BUILDING - 320 GPD (NO SPDES PERMIT REQUIRED) 320 GPD + 12 GPD/SO. FT. = 266.7 SO. FT. (1-5 MIN/INCH PERCOLATION RATE) 268.7 GPD + 7' (4' WIDE TRENCH EQUIVALENT) = 38.1' OF EVEN IN -DRAIN TRENCH REQUIRED 3&1' + 47UNT = 9.53 IN -DRAIN UNITS PROVIDED: (2) EUEN IN -DRAIN LATERALS EACH 7 UNITS LONG 2 x 7 x 4' - 56' OF IN -DRAIN TRENCH OUTSIDE DIMENSIONS OF SYSTEM: 28' x 12% LATERALS TO BE PLACED 8' O.C. 56' x 7' x 1.2 GPD/SQ. FT. - 470.4 GPD (SYSTEM CAPACITY) SYSTEM #3: (CONVENTIONAL LEACH BED) BULDING "D' 2 BEDROOM APARTMENT + 3 MOTEL UNITS + LAUNDRY FACILITY = 1040 GPD (SPDES PERMIT REQUIRED) 1040 GPD + 0.9 GPD/S0. FT. - 1155.6 SO. FT. (1-5 MIN/INCH PERCOLATION RATE) (PER OUEENSBURY BOARD OF HEALTH RESOLUTION: 12.2000 - LAUNDRY FACILITY FOR MOTEL LINEN SERVICE HAS BEEN REMOVED FROM PROPERTY. WITH THE REMOVAL OF THE LAUNDRY FACILITY RESERVE LEACHING CAPACITY NOW EXISTS.) 1155.6 SO. FT. + 18' WIDE BED - 642' LONG BED REQUIRED PROVIDE 75.87' x 18' BED - 1365.7 SO. FT. 6 'EQUALIZER 36" INFILTRATOR CHAMBER LATERALS EACH LATERAL TO BE 9 UNITS LONG. LATERALS TO BE SPACED 36" O.C. WIDEN EXISTING 75.87' x 10' TEMPORARY BED CONSTRUCTED SEPTEMBER 1999. NEW BED DIMENSIONS 75.87' x 18' 75.87' x 18' x 0.9 GPD/SQ. FT. - 1229.1 GPD (SYSTEM CAPACITY) SEPTIC TANKS FOR BUILDINGS A", "%8', 'C' & V TO DRAIN TO COMMON PUMP STATION. PUMP STATION SET UP TO PUMP ALTERNATING DOSES TO SYSTEM #1 & SYSTEM #3. SYSTEMS #1 & #3 PROVIDE APPROXIMATELY EQUAL CAPACITY. CHECK: SYSTEM #1 4 LATERALS EACH 10 UNITS LONG. 4 LATERALS x 10 UNITS/LATERAL x 4'/UNITS = 160' OF EVEN TRENCH 160' x 7' (EQUIVALENT WIDTH) - 1120 SO. FT. (EQUIVALENT AREA) 1120 SO. FT. x 12 GPD/SQ. FT. (APPLICATION RATE) - 1344 GPD (SYSTEM CAPACITY) SYSTEM #3 CONVENTIONAL 75.87' x 18' BED 75.87* x 18' = 1365.7 SO. FT. 1365.7 SO. FT. x 0.9 GPD/SQ. FT. (APPLICATION RATE) - 1229.1 GPD (SYSTEM CAPACITY) EACH SYSTEM TO BE DOSED EQUALLY, SINCE Y2 OF COMBINED SYSTEM FLOWS OF #1 AND #3 IS LESS THAN THE SYSTEM CAPACITY OF SYSTEM #3 (SMALLER OF 2 SYSTEMS 1344 > 1229.1) CHECK: 1280 GPD + 1040 GPD = 2320 GPD 2320 GPD x M = 1160 GPD 1160 GPD < 1229.1 GPD (OK) SEPTIC TANK BUILDING A": (TO PUMPSTATION - SYSTEMS #1 & 1113) EXISTING 1000 GALLON SEPTIC TANK (NORTH END OF BUILDING). EFFLUENT FLOWS TO NEW SEPTIC TANKS (2 - 1200 GALLON) NORTH SIDE OF BUILDING 'D". BUILDING 'B" (WEST SIDE - 4 UNITS): (TO PUMPSTATION - SYSTEMS #1 & #3) EXISTING 1000 GALLON SEPTIC TANK. EFFLUENT FLOWS TO NEW PUMPSTATION. BUILdNG "B' (EAST SIDE - 4 UNITS): (TO SYSTEM #2) EXISTING 1000 GALLON SEPTIC TANK. BUILDING C": (TO PUMPSTATION - SYSTEMS #1 & #3) EXISTING BUILDING SEWER FLOWS TO NEW SEPTIC TANKS (2 - 1200 GALLON) NORTH SIDE OF BUILDING -D-. BUILDING W. (TO PUMPSTATION - SYSTEMS #1 & #3) EXISTING BUILDING SEWER FLOWS TO NEW SEPTIC TANKS (2 - 1200 GALLON) NORTH SIDE OF BUILDING "D-. NEW SEPTIC TANKS NORTH OF BUILDING "D": (2) 1200 GALLON SEPTIC TANKS PLUMBED IN SERIES; TOTAL TANK VOLUME: 2400 GALLONS FLOW TO NEW SEPTIC TANKS: BOLDING "A" (7 UNITS) - 560 GPD (EFFLUENT ONLY) BUILDING C' (5 UNITS) - 400 GPD BUILDING -W (2 BEDROOM APARTMENT. 3 UNITS) - 460 GPD TOTAL FLOW = 1420GPD REQUITED SEPTIC TANK VOLUME - (DAILY FLOW x 1.5) 1420 GPD x 1.5 = 2130 GALLONS CAPACITY REQUIRED 2400 GALLONS CAPACITY PROVIDED > 2130 GALLONS CAPACITY REQUIRED (OK) SYSTEM #1: PUMP DOSING & GRAVITY DISTRIBUTION VIA 2" FORCE MAIN TO DISTRIBUTION BOX. SYSTEM #2: GRAVITY DOSING & DISTRIBUTION VIA DISTRIBUTION BOX. SYSTEM #3: PUMP DOSING & GRAVITY DISTRIBUTION VIA 2" FORCE MAIN TO DISTRIBUTION BOX. SYSTEM #1 & #3: MINIMUM DOSE: 75% OF DISTRIBUTOR PIPE CAPACITY OR j!" EFFLUENT DEPTH OVER ENTIRE LEACHING AREA = 7' x 40' x 4 x %" = 350 GAL. 10/1w00 RECORD DRAWINGS 5/2100 REVISIONS PER TOWN OF QUEENSRURY VARIANCE APPROVAL 41fL8= - ISSUED FOR PERMIT TO CONSTRUCT DATE REV # ISSUED / REVISIONS BY p D WIN : LE ° C��I � N U" SYSTEMS PLAN C� � pF NEW RODEWAY INN •-' f _w AWASTEWATER DISPOSAL SYSTEM 1449 U.S. ROUTE 9 >= QUEENSBU RY, NEWYORK J "'ETT - MARTHN LLP ARD I n PROFESSZONNAL ENNGINNEEKNG 4.RETT 12 EAST WASHINGTON STREET PHONE: (516) 792-2907 P. . #57509 GLENS FALLS, N.Y. FAX: (516) 792-2996 TERM TM DOCUMENT APRIL 2000 99-541 SHEET 2 OF 6 GEPT BY A LICENSED PROFESSIONAL GINEER IS UNLAWFUL FILE: FA954030100 Rodeway Inn System Plan C2.dwg PLOTTED / REVISED: 10/30/00 10:30 AM BUILDING "B" WATERTIGHT BENTOMAT ® MEMBRANE OR EQUIVALENT; TO EXTEND FROM GROUND SURFACE TO 6" BELOW FLOOR OF CRAWL SPACE 5' (TYP.) SHALLOW DRAINAGE SWALE 7 l 12" (M II 3" EXISTING SOIL— X/ ELJEN IN —DRAIN/ LATERALS (2) (TYP.) 4" PVC; PERFORATED DISTRIBUTION PIPE (TYP.) GEO—TEXTILE COVER 3' . —2% MIN. (TYP.) FABRIC (TYP.) : 1h x > 1 — 5 MINUTES/INCH RCOLATION RATE FILL MATERIAL SYSTEM #1 SECTION SCALE: N.T.S. CHAIN LINK FENCE VARIES 2'6" (MIN.) EXISTING RADE { \\ \3" (TYP.1 EXISTING SOIL ELJEN IN —DRAIN LATERALS (2) (TYP.) LANDSCAPE TIMBER WALL AROUND EDGE OF S ffi"NG POOL — 4'- 3' (TYP.) \\ 0 NG GRADE CONCRETE SAND NYSDOT SPEC: 703-07 (PER ELJEN) 2' (MIN.) NAL HIGH GROUND : MOTTLING NOTED 4' 4' GEO—TEXTILE COVER FABRIC (TYP.) 4" C; PERFORATED DISTRIBUTION PIPE (TYP.) BACKFILL W/ NATIVE SOIL MINUS COBBLES 3" DIA. AND LARGER N82"MMN N.T.S. TOPSOIL 4"f, MULC & SEE EXISTING "EQUALIZER 6" INFILTRATOR CHAM ER LATERALS 4)� i v \ \ 10 WIDE TEMPO R) CONSTRUCTE SE oo (STING SOIL .E: N.T.S. \ 18' PROPERTY LINE 4't (TYP.) (TYP.j CONCRETE SAND NYSDOT SPEC: 703-07 (PER ELJEN) NEW "EQUALIZER 36" FINISHED GRADE NFILTRATOR CHAMBER APPROX. EQUIVALENT LATERALS (3) TO EXISTING GRADE) CRUSHED STONE® 30" (TYP.)-1 1 EDGE OF BE \ AT SAME ELEVATION AS \\/�\EXIS\/�TEMPORARY BED AA D—BOX r-4x2 INCREASING BUSHING 4" PVC ELJEN IN —DRAIN LATERAL CONCRETE SAND YSDOT SPEC: 703-07 ELJEN IN —DRAIN (PER ELJEN) LATERAL SYSTEM #1 SECTION LOOKING NORTH SCALE: N.T.S. EDGE OF NEW YORK STATE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY (TO BE VERIFIED AT TIME OF CONSTRUCTION) I 1or"o0 m RECORD DRAWINGS 5/lQ= REVISED PER NYSDOH COMMENTS 4/28,/00 - ISSUED FOR PERMIT TO CONSTRUCT DATE REV # ISSUED / REVISIONS BY DRAWING: o NE w r SYST E [VMl S E CCT D N SWASTEWATER USPOSAL SYSTEM 1 449 U.S. ROUTE 9 ' f QUEENSRUIRY, NEW YORK T r A ��� o����� �I ��� PROFESSIONAL ENGINEERING If THONM JlAARff 12 EAST WASHINGTON STREET PHONE: (516) 792-2907 P.g a#57509 GLENS FALLS, N.Y. FAX: (516) 792-2996 TEMTION OF THIS DOCUMENT APRIL 2000 99-54 SHEET 3 OF 6 ;CEP? BY A UCENSED PROFESSIONAL JGINEER IS UNLAWFUL I FILE: FA954030100 Rodeway Inn System Sections XS1.dwg PLOTTED / REVISED: 10/30/00 10:35 10, DETfug IL NOTES WATERTIGHT SEALED PLU 12" MIN. SOIL LINE FROM HOUSE TO BE INSTALLED ® 2% SLOPE MIN. -\ INLET --- WATERTIGHT SLEEVE AND SEAL (SEE NOTE #5) d PERMANENT MARKER OVER COVER WATERTIGHT JOINT (TYP I" MIN.-�i .v� h 3" 12"t e" 4" SANITARY TEE ' II INLET & OUTLET �•J� /I x SCALE: N.T.S. MODEL A100 COMMER( "ZABEL" FILT NOTE: FOR USE IN NEW 2000 GAL. SEPTIC TANK SERVING BUILDING b". Q-10000 ZABEL FEUER M4l°QM SCALE: N.T.S. "EQUALIZER 24" INFILTRATOR CHAMBER UNITS 4" PVC DISTRI FROM DISTRIBUTION BOX - STANDARD INVERT "EQUALIZER 24" ENDPLATE SCALE: N.T.S. INLET ` DISTAL END END SECTION VIEW PIPE WATERTIGHT MANHOLE FRAME & SYRACUSE CASTINGS #1502 OR GRADE TO DRAIN AWAY FROM C FINISHED GR E CONCRETE RISER AS REQUIRED INSTALL ZABEL FILTER IN (SEE DETAIL #2 OR #3 T FFLUENT LIN OUTLET jlr INSTALL NEW INI PIPING AS SHOW TO LEACHING SYSTEM— STANDARD INVERT "EOUALIZER 24" ENDPLATE ITARY TEE; PAGE) T AND OUTLET ® 1 % SLOPE (MIN.) MODE "ZABE NOTE: LE SECTION TO PUMP STATION 1. IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE BAFFLE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-HIP FOR MODEL A1801-HIP. 2. A-1800 MODEL ZABEL FILTERS TO BE USED ON ALL <2000 GAL. SEPTIC TANKS. Q-1 B00 ZABEL MUM MUM SCALE: N.T.S. TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1/2" ABOVE GRADE -REMOVABLE COVER 2" MIN. PROVIDE ADJUSTABLE LEVELING INLET DEVICE ON EACH OUTLET 4" GRAVITY SEWER -® 0.5% MIN. SLOPE 12" MIN. OF CLEAN SAND OR PEA GRAVEL FOUNDATION FORT MILLER DISTRIBUTION BOX OR EQUIVALENT OUTLETS - 4" KNOCKOUTS 109,Mr I o MUMN o 00 K MUM SCALE: N.T.S. SCALE: N.T.S. DISTRIBUTOR PIPE 4L 1. ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. ALL GRAVITY SOIL PIPING IS TO BE INSTALLED AT 2% MINIMUM SLOPE AND ALL EFFLUENT GRAVITY PIPING IS TO BE INSTALLED AT 1% MINIMUM SLOPE. 2. FORCE MAIN SHALL BE HDPE (POLYETHYLENE), ASTM D3350 OR ASTM F714 OR PPI TR31-9/79, 100 PSI MINIMUM PRESSURE RATING OR PVC, ASTM D2241, 100 PSI MINIMUM PRESSURE RATING; PIPE TO BE INSTALLED PER ASTM D2774; FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY BY A HYDROSTATIC TEST HOLDING A PRESSURE OF 1.5 TIMES THE SYSTEM OPERATING PRESSURE FOR 2 TO 3 HOURS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. 3. PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. 4. THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). 5. ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION, BY A METHOD APPROVED BY ENGINEER. 6. TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS. WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON -SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. 7. TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 (MINIMUM) WHEEL LOADING. 8. ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES, I.E.: NO LOW POINTS OR HIGH POINTS. 9. PVC OR PE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. 10. FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) FREE OF CLAY, ORGANIC MATERIAL AND NON -SOIL COMPONENTS (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 WRITTEN RESULTS TO OWNER AND/OR ENGINEER. 11. LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. 12. INSTALL "INFILTRATOR" AND "ELJEN IN -DRAIN" UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. 13. TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. 14, SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAY LIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. 15. CONTRACTOR TO INSTALL SYSTEM/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. DD ETAI L S U;`,��TF�'ATE' C�ISP©SA� SYSTEM JA_"�E MART� LUP- PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (516) 792-2907 P.E 57509 GLENS PALLS, N.Y. FAX: (516) 792-2996 IM OF TM DOCIAIENT APRIL 2000 99-54 SHEET 4 OF 6 BY A LICENSED PROFESSIONAL 31 IS UNLAWFUL FILE: FA954030100 Rodeway Inn Septic Details.dwg PLOTTED / REVISED: 10/30/00 10:40 AM GENERAL SPECIFICATIONS BMW ALARM PANEL COORDINATE LOCATION WITH OWNER CONTROL PANEL 10 POWER (SOURCE PER OWNER) INLET FROM SEPTIC TANK m i d' A WATER TIGHT CAST IRON FRAME AND COVERS (2); SYRACUSE CASTINGS #1502 OR EQUIVALENT (TYP.) FINISHED GRADE; GRADE TO DRAIN AWAY FROM HATCH COVERS PRECAST RISERS (HEIGHT AS NEEDED)_ WATER TIGHT JOINTS (TYP.) 8" HEAVY DUTY _ TANK COVER 1000 GALLON HEAVY DUTY FORT MILLER SEPTIC TANK OR EQUIVALENT FOR USE AS PUMP STATION INLET FROM SEPTIC TANK 2ND ALARM & WATER SUPPLY SHUT OFF (SEE NOTE #4) ALARM & LAG PUMP ON LEAD PUMP ON NATIVE BACKFILL THOROUGHLY COMPACTED PUMP OFF & PUMP ALTERNATE SWITCH MERCURY FLOAT SWITCHES (4 REQ'D) 0 JUNCTION BOX a.• A EFFLUENT PUMP(S) - / 2 - 2" TEE W/ DRAIN BACK VALVE J PLAN VIEW 24" 18" (MIN.) (MIN.) NEMA TYPE 6 JUNCTION BOX o 2" TEE (2)- INSTALL PUMPS UNDER COVER TO FACILITATE EASY REMOVAL AND INSTALL JUNCTION BOX WITHIN REACH OF COVER FOR MAINTENANCE PURPOSES. 2" BALL VALVE FOR FORCE MAIN CROSSOVER TO LEACHING SYSTEM TO LEACHING SYSTEM o I A. I 3" DIA. VENT PIPE (VENT MAY BE ROtITED TO TREE / BUILDING I -OR OTHER LOCATION FOR AESTHETICS / SAFETY REASONS) 2" RISER WITH CAP FOR LIFT OUT OR EQUIV ENT HATCH COVER SIZING COORDINATED WITH (COORD VfITH OWNER) OWNER, TO FACILITATE EASY ACCESS TO PUMPS DURING FUTURE MAINTENANCE HEAVY DUTY POLYPROPYLENE LIFT OUT CORDS (4 REQ'D) ATTACHED TO STAINLESS STEEL EYELET ANCHORED IN CONCRETE "T" HANDLE VALVE OPERATOR JUST UNDER OPENING, REMOVABLE FOR USE WITH 3" VALVES, HANG NEAR HATCH PITLESS ADAPTER OR EQUIVALENT �o .a 2" BALL VALVE (2) 0 �X 3" v 3" :. \/ o POWER CORD o y/�\� 4 21" 2" PIPING 6" ; A /\ /// ////// ///i/ /\\/\\�\ /- X' X // 12" (MIN.) COMPACTED CRUSHED STONE MATERIAL ATOP FIRM NATIVE FOUNDATION SECTION DUPLEX EFFLUENT PU`I1P STATION SCALE: N.T.S. TO LEACHING SYSTEM 2 - 2" FORCE MAINS PROVIDE REDUCING TEE WITH 1" BALL -VALVE ON BRANCH; THROTTLE BALL VALVE TO ALLOW 'TRICKLE" FLOW BACK TO WET WELL; TYP FOR TWO -2" CHECK VALVE t, -SUBMERSIBLE EFFLUENT PUMP (2) 1 NOTES: 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO BE READILY ACCESSIBLE THROUGH COVER(S). 2) PROVIDE 3" VENT FROM STATION TO 24" (MIN,) ABOVE GRADE. 3) CONTRACTOR TO PROVIDE 6" DIA. HOLE IN CENTER OF TANK BAFFLE AT BOTTOM OF TANK. 4) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE TO SHUT OF THE SUPPLY LINES TO BUILDINGS "A", "B" AND "D". (SEE ELECTRICAL SPECIFICATIONS) CONTROL & ALARM PANEL(S) (1) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM: ENCLOSURE TYPE DICTATED BY LOCATION. (2) SEPARATE POWER CIRCUITS FOR PUMPS AND ALARM. (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR. FOR EACH PUMP. (4) VISUAL AND AUDIO ALARM. (5) ALARM RESET AND TEST BUTTONS ON DOOR. (6) LOCATE AS DIRECTED BY OWNER. (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL OR EQUIVALENT REQUIRED. PUMPS (1) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. (2) 3/4" SOLIDS HANDLING. (3) GOULDS PUMPS, MODEL 3885, SERIES WE07H. EL_ECTKiC/�I_ Sf�ECIFICE�11��15 (1)(2)(3) (4) CONTROL POWER__d (5)(6) 115 VAC R (7) AUX. HI -LEVEL ALARM1 NEW RELAY (IN CONTROL PANEL) R L1— WATER SUPPLY SEPTIC EFFLUENT PUMP R S SOLENOID VALVE TANK STATION (8)(9) L2 (FAIL CLOSED) (1) PROVIDE SURGE ARRESTER IN HOUSE PANELBOARD. SURGE ARRESTER SHALL BE A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE SERVICE. (2) IF HOUSE PANELBOARD IS NOT GROUNDED. PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE PIPING. (3) FOR DUPLEX PUMPS RATED FOR UP TO 1 HP EACH, PROVIDE 1 - 2 POLE 20 AMP CIRCUIT BREAKER (PUMP POWER) AND 1 - 1 POLE 15 AMP OR MANUFACTURER RECOMMENDED CIRCUIT BREAKER (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN HOUSE PANELBOARD, PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE HOUSE PANELBOARD. THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING OF 2 #12 AWG & 1 #12 GND FROM THE HOUSE PANELBOARD TO THE LUGS ON THE LOADCENTER. (4) PROVIDE 2 #12 AWG AND 1 #12 AWG GND FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. PROVIDE 2 #12 AWG FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED THEY MUST BE INSTALLED IN EMT. (5) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. (6) IF A RELAY IS USED TO SHUT OFF THE WATER SUPPLY DUE TO A HIGH LEVEL ALARM THEN THE FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO SOLENOID VALVE AMP RATING. LOCATE RELAY AT DIRECTION OF OWNER. PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF RELAY. (7) PROVIDE 14 #12 AWG TYPE THW CONDUCTORS (2 #12 AWG & 1 #12 AWG GND FOR EACH PUMP AND 8 # 12 AWG FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. (8) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. (9) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. (10) ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY APPLICABLE LOCAL OR STATE CODES. (11) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. (12) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF WORK. (13) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. PIPING SYSTEM (1) PUMP STATION PIPING: SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. (2) VALVES: CHECK - PVC, BALL TYPE. SHUTOFF / THROTTLING - BALL VALVE - PVC PF I Cr�0 T CC)T f;;E i�f%iJr T�l1. h7: 'i (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS OTHERWISE NOTED, ALL STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. (2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH NON -SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGW ELASTOMERIC MATERIAL. 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST EACH PUMP AND FORCE MAIN INDIVIDUALLY BY THROTTLING INLINE BALL VALVES TO ACHIEVE 55 TO 65 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT THIS POSITION. 3) WATER SUPPLY SHUT OFF HAS BEEN SUPPLIED TO BUILDING "D" (OFFICE BUILDING) ONLY. RECORD DRAWINGS (NO CHANGES THIS SHEET) 8d00 - ISSUED FOR PERMIT TO CONSTRUCT DATE I REV # I ISSUED /REVISIONS BY NE w roA� PUMP STAMN = i WASTEWATER DSPOSAL SYSTEM uI� 1449 U.S. ROUTE 9 OUEENSRURY, NEW YORK J T'T`�'ETT - MART�N LLIF- ARin pROFESSZONAL ENNGMEERZYN H. TFiO IAS RETT 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 P #57509 GLENS FALLS, N.Y. FAX: (518) 792-2996 TON OF THIS DOCUMENT APRIL 2000 99-54 SHEET 5 OF 6 'BY A LICENSED PROFESSIONAL ER IS UNLAWFUL FILE: F.\ 954030100 Rodeway Inn Pumpstation PS1.dwg PLOTTED / REVISED: 10/30/00 10:40 AM �17 rES GEO-TEXTILE FABRIC SHEET FLOW DRAINAGE BUTT BALES TOGETHER, I.E.: NO GAP LAYOUT FOR SHEET FLOW DRAINAGE 15 i LAYOUT FOR SHALLOW CONCENTRATED FLC GEO-TEXTILE FABRIC WRAPPED AROUND HAY BALES, AS REQUIRED 2" x 2" HARDWOOD STAKES OR RE -BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED. ONE VERTICAL, ONE ANGLED F4" MIN. 8" MIN: (TYP. OVERLAP FABRIC O STAKE BEDDING DETAIL NOTES: THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. MV 9AL E DEG SCALE: N.T.S. WASHED CRUSHED STONE OR RIP RAP DRAINAGE COURSE OR VEGETATED AREA NOTE: THIS DETAIL IS APPLICABLE TO ACTIVE ROADWAYS (TEMPORARY OR PERMANENT) TO CONTML ROADWAY EROSION AND / OR STORMWATER RUNOFF. 4 SCALE: N.T.S. C NOTE: THIS DETAIL IS CONTROL ERO� YRUE12 SCALE: I SLOPE ��l A�f BERM ROADWAY 8" MIN. 8" MIN. TYPICAL TIE POINTS GEO-TEXTILE FABRIC: FILTER X, MIRAFI 100x, STABLINKA T140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM STEEL OR 2" x 2" HARDWOOD POSTS 24" MAX. (TYP.) -5' MAXIMUM --I SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE WOVEN WIRE FENCE (14.5 GAUGE MIN.; 6" MESH SPACING) FLOW EMBED GEO-TEXTILE FABRIC MIN. 8" INTO UNDISTURBED GROUND T 20" MIN. MIN. I 16" MIN. NOTE: THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI -PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. 65) SCALE: N.T.S. DAYLIGHT TO DRAINAGE COURSE OR VEGETATED AREA GRANULAR SOIL OR ROCK 'LICABLE TO ACTIVE OR CLOSED TEMPORARY ROADWAYS TO AND / OR STORMWATER RUNOFF. I.T.S. A 1 �-�18" MIN. B 4' MINn� 4' M IN��' \j /\��\ 'lo MEDIUM RIP RAP (TYP.) GEO-TEXTILE FABRIC DIKE CONSTRUCTED USING MEDIUM RIP RAP OR RECYCLED CONCRETE EQUIVALENT ORIGINAL GRADE NOTES: THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. ECj CE " ° 4a OEM SCALE: N.T.S. LOGS AS REQUIRED TO PROVIDE STABLE �--5' MIN. ----� CROSSING RIP RAP UNDERLAIN BY GEO-TEXTILE FABRIC (TYPICAL BOTH SIDES OF STREAM) t5' MIN. �QQ222 GEO-TEXTILE FABRIC NOTE: THIS DETAIL IS APPLICABLE ONLY TO SMALL OR INTERMITTENT STREAMS OR DRAINAGE DITCHES DURING LOW FLOW PERIODS. REMOVE LOGS AND STREAM CHANNEL GEO-TEXTILE FABRIC AT COMPLETION OF WORK. L@2 C HMNEL F@R0 SCALE: N.T.S. 1) ALL AREAS DISTURBED DURING PERFORMANCE OF THIS WORK SHALL BE STABILIZED TO CONTROL EROSION AND SHALL BE RESTORED TO CONDITIONS SHOWN ON THIS PLAN OR TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED BY THE OWNER. (SEE NOTE #2) 2) ALL SITE RESTORATION, LANDSCAPING, AND EROSION CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH "NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL", USDA SCS 1988, UNLESS OTHERWISE DIRECTED ON THIS PLAN OR BY THE OWNER. 3) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. 4) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. 5) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. 6) VEGETATIVE PLANTINGS MADE UNDER THIS CONTRACT SHALL BE MAINTAINED AND WARRANTIED FOR ONE CALENDAR YEAR OR UNTIL PERMANENT GROWTH IS ESTABLISHED, WHICHEVER IS LONGER. 7) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. 8) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. NUEMMWWE� RECORD DRAWINGS (NO CHANGES THIS SHEEI) ISSUED REVISIONS t" EROSION CONTROL DETAILS EP 1 I FOnWAY INN WASTEWATER DISPOSAL SYSTEM 1•,1.. U.S.II I- JARRETT - MARTIN LLP PROFESSIONAL ENGINEERING -S .��....1.�12 EAST WASHINGTONSTREET • ,792-2907 GLENS FALLS, N.Y. FAX: (518) 792-2996 "y 1 11 '••- • • • r• • •' • • 1 1 it 1