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2002-871 TOWN OF QUEENSBURY la 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ora Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020871 Application Number: A20020871 Tax Map No: 523400-240-000-0001-054-000-0000 Permission is hereby granted to: IRS SEPTIC For property located at: 2172 RIDGE 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: RAYMOND &NORMA ANN RIOS 72 HASKELL Ave Septic Alteration Residential Total Value GLENS FALLS,NY 12801 Contractor or Builder's Name /Address Electrical Inspection Agency IRS SEPTIC IVAN BELL 2 LOWER WARREN STREET OIJEENSRIJRY. NEW YORK Plans &Specifications 2002-871 Residential septic alteration per plot plan and specifications. $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 31,2003 (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 T I: n of P i een ry• f l , . ', October 31,2002 moo 1 SIGNED BY '= for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit—Septic Disposal System Town n of Queensbury 742 Bay Road Queer:shury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: �; Office Use Location of installation: r j C /^ (j C Q-7 / File Permit No. 2Z-D / 1 Tax Map No. ` O 60.,j— l co Owner's Name: ( LOS ) pr Q S Fee Paid "Pe2 g Address: 21 7 2_ E-4 2. INSTALLER'S NAME : J2t W, 5.` S (-Pt C PHONE NO. 3, RESIDENCE INFORMATION: (circle year of dwelling, indicate #bedroom(%)and multiply ll 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 J x 150 gal/bdrur = 1980— 1991 3 x 130 gal/bdrm = 3 )e) 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes r / no Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) -'�_ ►raphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water S pj y .sand at what depth at what depth municipal "rift loam feet fretwell Steep slope 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: minute per inch 5. PROPOSED SYSTEM: For Nov Constniction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: t1.Th gallon (min. size 1,000 gal) Tile Field: each trench gO ft. Total System Length: 7D ft. e Q.JP L1 Z.E_ Z4 Seepage Pit(s): number of size()leach: ft. by ft. ,iF i CM-rC 19 Size of Stone to be used: It / depth or thickness fret Bed System Size: x Alternative System:4 cc S c — length and/or size . y 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have road 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. W (.- --- C ge/C / -/,�` Signature of responsible person l Date ( 2.3O TOWN OF QUEENSBURY BUILDING ACODE ENFORCEMENT 742 B Road Queens bury Y_12804 (518) 761-8 6 SEPTIC DISPOSAL SYST INSPECTION Name � 5 Location t` ; () ' C T n . Date // 6 /(5 i t Permit # 2PO?7 f SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone � SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: • Bldg. to - fk Qvti Size T yp LID eci, Tank to Dist. Box .1)9AI• l� Dist. Box to Field/Pit ' A ^ Openings Sealed? es o artia LOCATION/SEPARATI • Foundation to Tank 41-) feet Foundation to Absorption feet Separation of Pits fee Conforms as per Plot Plan Yes o N d<o LOCATION OE SYSTEM ON PROPERTY . (circle ,. ne)v _ �Q Front ,, Re!t - Left Side - Right Si9A Middle Front - Middle Rear e_M, -..._ COMMENTS: qcV r,,,; ! uuz SYSTEM USEPPRDYED: YES NO Arris tt rted: `� t;r, j / Building nspecto / �1 GENERAL NOTES: G-1) PLAN BASED ON SURVEY MAP BY JOHN B. VAN DUSEN LAND SURVEYORS. MAP ENTITLED "MAP OF A SURVEY OF LANDS OF RAYMOND & NORMA ANN RIOS" G-2) 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. G-3) 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). / G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS APPROX . DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. / CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. _ DESIGN INFORMATION: J Design Basis O New York State Department of Health Town of Queensbury �C Potable Water Supply No :known existing potable water supplies located within Z 100 ft. of proposed wastewater disposal system. Design Flow 3 Bedrooms x 150 GPD/Bedroom = 450 GPD ,e OR�VF� (Recommend the installation of water saver fixtures throughout residence, no garbage grinders or spas/ hot tubs connected to wastewater disposal system) CE Septic S is Tank 1000 Gallon (min.) capacity required Provide 1000 gallon septic tank EXISTING APPROXIMATE LOCATION RESTAURANT OF EXISTING WELL; 60'f Septic Tank Effluent Filter OF CASING REPORTED BY Provide (1) model A1801 -4x22, Zabel Residential Filter. Q HARD LOSE, WELL DRILLER O Q Leaching System (raised field) C� RIDGE TERRACE) 450 GPD _ 0.9 GPD/Sq. Ft. = 500 Sq. Ft. Req d . cLUz (5--10 minute/inch percolation rate fill material) - � = Minimum of "Equalizer 24 trench required. , 500 Sq. Ft 2' wide trench 250' Min' "E u u' a do Provide 5 laterals — 50.58 Ft. long each TO QUEENSBURY GLENS FALLS "Equalizer 24" laterals to be (6) units long EXISTING GARAGE Basal Area 100' (MIN.) / 450 GPD _ 0.2 GPD/Sq. Ft = 2250 Sq. Ft. of basal area Req'd LOCATION PLAN EXISTING RESIDENCE Provide 2250f Sq. Ft. of basal area with dimensions per drawing C2 SCALE: N.T.S. I Effluent Distribution Gravity dosing on distribution via d—box I SuL surface Investigation: TP #3 _ Test Pit - 1 _ '"" •s; 04" Sod / Topsoil a_ 4 — 16" Reddish Fine Sand (fill material) WASTEWATER SYSTEM �- -=j• �' �:���.� 16"+ Encountered old leaching system TP #4 (leach pit full of soil — failed) TP #2 ;�.' ,•, Z / 54" Old Leach Pit directly on bedrock Test Pit #2 #5 :a 0 — 26" Reddish Fine Sand (fill material) v TP #1/ PT#1 26" Bottom of Hole (refusal; bedrock) TOM OF V OUMNSat y _ 'a •u ..r ,; Test Pit #3 1 0 — 11 Medium Brown Silty Loam CT Mottling noted at 4" RLVIEWEb a C " Test Pit #4 DATE 0 — 4" Topsoil 4" — 18 Reddish Fine Sand (fill material) 18" — 28" Brown Coarse Sand w/ Gravel 28" — 36" Gray Silty Clay with some Gravel 36" Bottom of Hole RECEIVED V ITE PLAN 26"t Mottling Noted SCALE: SEE GRAPHIC SCALE 18"f Old Leach Lateral (Stone and Pipe) OCT 3 0 2002 Test Pit #5 TOWN OF QUEENSBURY 0 — 4" Topsoil BUILDING AND CODE 4" — 14" Reddish Fine Sand (fill material) 14" — 24" Gray Silty Clay with some Gravel 24" Bottom of Hole --- 12" Mottling Noted "I have seen or observed, or believe i r•.,,: all objects such as houses, wells, shown on this document, I also repro s'. LEGEND: Percolation Test #1 , Test Depth: 11' ,personally measured t distances set , Soil: Red Loamy Fine Sand (fill material) / Stabilized Percolation Rate of 3 minute 55 seconds. `-0 EXISTING / BY OTHERS: NATURE NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: 0 10/2$h0¢ AD SUBMITTED FOR PERMIT TO CONSTRUCT RUH GRAPHIC SCALE DATE REV# ISSUED/REVISIONS BY 40 0 20 40 80 160 ' TEST HOLE: ��04 NEW �y'�- ; SITE PLAN C1 - �� �� JA I PERCOLATION TEST: SCAM: 1 IN 11" 40 ��'° � wf REPLACEMENT RESIDENTIAL WASTEWATER SYSTEM DETAIL # k: ' RIOS RESIDENCE 2 = RIDGE ROAD DETAIL REFERENCE TAG: �� , �� QUEENSBURY, NEWYORK DT 1 ^'o.57 SEE DRAWING # FOR DETAIL FESS\ JARREW - MARTIN ENGINEERS PLLC SECTION CUT DIRECTION JAAqM PROFESSIONAL ENGINEERING P. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: SECTION LETTER or o 21ooe GLENS FALLS, N.Y. FAX: (518) 798-1864 DT 1 SEE DRAWING # FOR SECTION °��0°�°FO � � ewEaW�ca�e®IM SEPTEMBER 2002 PRO#02-55 SHE;ET: 1 OF 4 Aer �else u FU F:\25W 902 F k9 W W D991pmdwq PLOTTE!",/RIBASED:1 W2M 9,45 AM 1 SPECIFICATIONS: PIPING: P-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. _ EXISTING ' GARAGE P-2) FORCE MAIN SHALL BE PVC, ASTM 02241, 100 PSI MINIMUM PRESSURE RATING, OR SHALL BE HDPE (POLYETHYLENE), ASTM D2239 OR ASTM F714, 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 METHOD APPROVED BY ENGINEER. P-3) PRESSURE PIPE CONNECTIONS: —HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT FUSION PROCESS INTO CONTINUOUS LENGTHS AT THE JOB SITE. THE JOINING METHOD SHOULD BE THE HEAT FUSION METHOD WHILE PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S APPROX . RECOMMENDATIONS. THE HEAT FUSION EQUIPMENT USED IN JOINING SHOULD BE CAPABLE OF MEETING ALL CONDITIONS RECOMMENDED BY THE PIPE MANUFACTURER. PROPERLY EXECUTED ELECTROFUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPE SHOULD NOT BE USED FOR PRESSURE PIPE APPLICATIONS OR FABRICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, I I GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS. —SCHED 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS INTO CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT 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. —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 EXISTING TIE INTO EXISTING IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL RESIDENCE BUILDING SEWER COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SDR 17 PVC PIPE. REFER TO - - - MANUFACTURERS RECOMMENDATIONS. P-4) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR 4" PVC BUILDING SEWER HIGH POINTS) ALLOW FOR FLOW BACK TO PUMP STATION DURING PUMP OFF CYCLES. (DRAIN BACK FEATURE). 2 0 MIN. SLOPE 1 LIFT STATION; P-5) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT S1 (SEE DRAWING LS1 FOR SPECS) DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. LEACHING SYSTEM: 2" FORCE MAIN '' L-1) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED 2 1000 GAL SEPTIC TANK HEREON. D1 W/ EFFLUENT FILTER '�r � - '�- �-• - '' � ='`\' ), s ^ . L-2) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF x r LATERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY NO 4" PVC DISTRIBUTION LATERAL HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, OR BY VEGETATION TO WITHIN OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE FILL IS @ 1 .0% SLOPE REQUIRED ATOP NON—SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND TOPSOIL REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. \� <, �- �-; •, -a ,� , . - � , . � -, , s• ,•,-, v' ,\ _ R PRIOR TO 20' (MIN.) = �� "'' 1 4 = ; ` ,I A `. r. ; '� _ L-3) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA D—BOX CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-4) FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) x'.`' „�;��, FREE OF CLAY, ORGANIC MATERIAL AND NON—SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET �" D LATERALS E IN LEACH FIELD/BED/BED FOLLOWING COMPACTION. SUBMIT -- - -DISTRIBUTION LATERALS PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATES TO BE VERIFIED BY CONTRACTOR IN • \.- �` '-�.�," ' ��,� %':�_ �" '1" __ I �,..- ,< ,- ,-,.\ -I� -� BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE D y _ (. ` _ t y ; _ ' .� ,g 0.5% SLOPE r _'x_' ,_ �Y 'r,", ;; _ ,'-<v' - ',' WRITTEN RESULTS TO OWNER AND/OR ENGINEER. Al J, / CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF �� ;r. `\ �, t /„ • ', _ \' f7 EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. f, 'EQUALIZER 24 INFILTRATION LATERAL (TYP.) MISCELLANEOUS: ' e `55'-8" ; ;'' Q - •'+ y '�< " ' M-1) 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. " ' •-�l ;��s �^ .r _ - '',` ,`%,. \� t-` 'ate - 7 -� '' J <.�/'' ter: ',i C ` 7 T\,! ♦,i,,a •)', -_ r •` �` `,� NYSDOH BASAL AREA LIMIT ,�_ ,_ _ ,� - - "' `/ , - • _ 1 Y 1^ -, ;v y_ ' ,>/ � '1 ' it -,' APPROX. FILL 41 —0 MATERIAL LIMIT le 4" EQUALIZATION PIPE 10/2WM QA SUBMITTED FOR PERMIT TO CONSTRUCT RUH 10' (MIN.) , DATE REV# ISSUED/REVISIONS BY f N E vv ►, <,k , SYSTEM PLAN C2 74 REPLACEMENT RESIDENTIAL WASTEWATER SYSTEM RIOS RESIDENCE _ RIDGE ROAD SYSTEM PLAN QUEENSBURY, NEW YORK 7 SCALE: SEE GRAPHIC SCALE 57 0FESS\V_' JARREW - MARTIN ENGINEERS, PLLC GRAPHIC SCALE H. PROFESSIONAL ENGINEERING 10 0 5 10 20 40 E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPVRK>1F(T o 20M GLENS FAILS, N.Y. FAX: (518) 798-1864 I ; ONL ( IN FEET ) BUIEMLsw W � SEPTEMBER 2002 PRO#02-55 SHEET: 2 OF 4 SCALE: 1" = 10' ANDrNUD ARBNDON OFM 000UMEMMIN" FILE FA 255091902 Rios WW Design.dwg PLOTTED/ :10V2M 9:45 AM BYAL C E BUNLAWRL i I 4" PVC DISTRIBUTION PIPE; TANKS/STRUCTURES: SEE DRAWING C2 FOR SLOPE 55.58' NYSDOH BASAL AREA LIMITS T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. D—BOX 1000 GAL. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT TOPSOIL; SLOPE TO DRAIN OFF SEPTIC TANK MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD 8" (MIN.) SEE SECTION ABOVEA LEACHING SYSTEM DRAWINGS" (SEE GENERAL NOTES). �,. . ' ,;�, :��- ,...,.•, •'�= -'�.,,�;•'_�..�.;.=_� . .,.�.;: x - "} ' 'j `%,. �. 4 (MIN.) rt — ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST t 1,L ••,.\ .,. . . .;s..::.', _ .e .. "...',. _- '..': `i.� - - - - CITY. VC`'' s= POSSIBLE FLOTATION USING HEAVY DUTY TANKS W1 6 EXTENDED INTEGRAL BASES OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. f - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / \ \ \ \ \ \ T HAVE \ \ A BE SEAMLESS S CONSTRUCTION N OR SHALL H E WATERTIGHT JOINTS ASTM \\ \ \ TANKS STR TURES SHALL SE L S 0 T 4 TANKS/STRUCTURES\ , \ \ \ \ \ \ ,\ \ \ \,\ �,\ \ \ \ �.\ \ \ \ \ \ \\ \ \ \ \ ./ P HALL SLEEVED; SLEEVE T BE SEALED TO THE WALL WITH NON—SHRINK \ \ \ \ \ \ \ \ \ \ \� \ \` \\ \\ \ \\ \ \ \ \ \ C1227). WALL PENETRATIONS S BE L 0 S r/ // 0/1// '/ // // // // // // // // // // // // //\// // // // // // // // // /\/ / //\// // / / / / / /\/ / / / / /\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \ \ \ \ \ \ \ \ \ \\,\\ \\ \\ \.\\\\ \ \\ \\ \ \\ \\ \\ \\ \\\\ GROUT AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED \\ \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\ \\ \ \\ \\ \\\\\\\\ \\\\ \\ ` \\/\\/\�i\\i�\/�\; i\y,�y\\/i� \\/\\/\\/\\/\\/ /\\/\\j\\j\\j\\j\\j\�j\\j\\j\ \\/\\/\i/\/\/\/\/\/\/ /\/\/ /\/\/\/�/\ //\// // // // / //////// //////////////////�//.�/i//,/i,/ /,/�\/i\//,\//\\/\\�/\//\//\//\//\//\//\//\//\// /\//\//\/\//\//\//\//\//\/ //\//\ \/ /j \ TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) "EQUALIZER 24" INFILTRATION T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR WHEEL LOADING. EXISTING GRADE CHAMBER (TYP.) 4" PVC PIPE; FILL MATERIAL; SEE DRAWING C2 FOR SLOPE T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF SEE SECTION BELOW PLACE NORTH END OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. LEACHING SYSTEM INSTALLATION; CENTRAL LATERAL AT GRADE SEE SECTION BELOW (SET AS CONTROL ELEVATION) EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH ALEACHING SYSTEM SECTION (NORTH/SOUTH) PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT SCALE- N.T.S. CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) 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. 41 '-0" NYSDOH BASAL AREA LIMITS TREATED LUMBER MARKER ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT ABOVE ALL BURIED COVERS; SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. FILL MATERIAL; SET 1/2" ABOVE GRADE 8'6" (TYP.) 5 10 MIN./INCH PERC RATE ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN 8„ PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT ( ) 2% (MIN.) 2% (MIN.) ����/� \ RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND MIN. UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. _ - - SLOPE TO DRAIN AWAY - �" (MIN.) µ - - 4" (MIN.) TOPSOIL _i _ - 3 (MIN.) ° REMOVABLE COVER ES-6 DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL FROM LEACHING SYSTE - ) r _ F PROVIDE ADJUSTABLE LEVELING � SYSTEMS- CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE( ) AND SUBMIT TO ENGINEER S 0 R - - -- DEVICE ON EACH OUTLET APPROVAL. - -z - k - , INLET- - ION LATERAL , 4 GRAVITY DISTRIBUTION / G EARTHWORK & TURF ESTABLISHMENT: i\ice%%i\i�i\i\i\ \.: \ \ \ \ \ \ \ \ \\ @ 0.5% MIN. SLOP E jj /\\j\\j\\j\\j\\j\ //\//\/��//\//\//\//\//\//\//\//\//�//\//\//\//\//\//\// \ // // // // �/ //'/' / //%//i/////////////// % %/%//%% // % 12• MIN. OF CLEAN SAND ET-1 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON j\�j\�\/�\/�\/ \ EQUALIZER 24" INFILTRATOR \.\\\\\i\\j/\\j\\j\\j\\j\\j\\j\\j\\ \j\ ) // // /\/ / / / / / / / \ \CHAMBERS (TYP.) /\\��\�\!\\l\\l\\l\\/ 2" MIN. -----OR PEA GRAVEL FOUNDATION THESE PLANS OR BY OWNER. �\ice\i,., .. EXISTING GRADE ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL - CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. NO HEAVY MACHINERY TO BE USED ON EXISTING — FORT MILLER DISTRIBUTION — 4" KNOCKOUTS BOX OR EQUIVALENT ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW GRADE, TO PREVENT SMEARING; IF SMEARING OUTLETS OCCURS, SCARIFY BEFORE PLACING FILL MATERIAL SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT BEDROCK; DEPTH VARIES WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. SEE SUBSURFACE INVESTIGATION ON DRAWING Cl ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, D-BOX DETAIL ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND 1 AS DIRECTED BY OWNER. LEACHING SYSTEM SECTION (EAST/WEST) SCALE: N.T.S. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY SCALE: N.T.S. OWNER. NON—SHRINK 4" OUTLET TEE GROUT MODEL A1801 -4x22 RESIDENTIAL TO PUMP "ZABEL" FILTER OR EQUIVALENT STATION 18" 18" MIN. 4" PVC PIPE 4 � + PERMANENT MARKER WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; NOTE: OVER COVER SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE WATERTIGHT SEALED OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER CONCRETE PLUG 24>, FINISHED GRADE MODEL A1807-4x22 FOR MODEL A1801-4x22. PRECAST CONCRETE RISER AS REQUIRED 12" MIN. 24" MIN. EFFLUENT FILTER DETAIL SOIL LINE FROM LIFT STATION T 9 a 4 SCALE: N.T.S. T 4 4 3" INLET i — OUTLET Ll NATIVE BACKFILL 15" — EFFLUENT LINE THOROUGHLY COMPACTED a �_ 18" INSTALL NEW OUTLET PIPING AS SHOWN ON DRAWING C2 6' TYP_ FORT MILLER DUAL COMPARTMENT 10/28/02 AO SUBMITTED FOR PERMIT TO CONSTRUCT RUH PRECAST SEPTIC TANK OR � EQUIVALENT ° ° DATE REV # ISSUED / REVISIONS BY 12" MIN. 1,, - , _ a - DRAWING: c r - 4,> P-'' \ Y' VC OVERFLOW PIPE EQUALIZER 24 CHAMBERS ,,� �o�>< ►�E�w r�, DETAILS \xxx�x/�/ PROVIDE EXTENDED BASE FOR 4 PVC DISTRIBUTOR �P' �,s �'� DI 0�1► �\�/�\ i\�i��/ ANTI—FLOTATION PURPOSES _ REPLACEMENT RESIDENTIAL WASTEWATER SYSTEM OR EQUIVALENT FROM DISTRIBUTION BOX CRUSHED STONE FOUNDATION ' } - RIOS RESIDENCE ATOP FIRM NATIVE MATERIAL s OUTLET INLET EFFLUENT FILTE WITH END PLATE _ � of END PLATE WITH END ENDc ,.•, RIDGE ROAD STANDARD END STANDARD INVERT � � QUEENSBURY, NEW YORK DUAL COMPARTMENT SEPTIC TANK DETAIL �R� � � 2 SCALE: N.T.S. JARRETT - MARTIN ENGINEERS, PLLC MAS JARRE I I PROFESSIONAL ENGINEERING FEND PLATE / EQUALIZATION LINE DETAIL E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SCALE: N.T.S. COPYRIGHT @ 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 I ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2002 PRO# 02-55 SHEET: 3 OF 4 ANDVAUD BY A UnoN OF THISENGINEER DOCUMENT AWFUL FILE FA 255091902 Rios WW Desi n.dW PLOTTED/REVISED: 9:45 AM BY A LICENSED ENGINEER is UNLAWFUL 9 9 ' i GENERAL SPECIFICATIONS NOTES: CONTROL $ALARM PANEL(S) 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (1) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; MODEL 122 BY 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST SJE RHOMBUS, OR EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. THROTTLING TO ACHIEVE 25 TO 35 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT THIS POSITION. ALARM CONTROL (2) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. 3) ENGINEER TO WITNESS OPERATION OF LIFT STATION AND CONTROL PANEL UPON COMPLETION. PANEL PANEL • (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. 4) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR A RELAY TO SHUT OFF WATER SUPPLY PUMP (4) VISUAL AND AUDIO ALARM. POWER. (SEE ELECTRICAL SPECIFICATIONS) , (5) ALARM RESET AND TEST BUTTONS ON DOOR. 5) WATER SUPPLY SHUTOFF TO BE FOR RESIDENCE ONLY. RESTAURANT WATER SUPPLY NOT TO BE DISTURBED AT ANY TIME. (6) LOCATE AS DIRECTED BY OWNER. COORDINATE LOCATION __�/ WITH OWNER 10 POWER (SOURCE PER OWNER) (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. JUNCTION BOX PUMPS 4 4 • a a v q (1) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER v 4 SUPPLY. EFFLUENT PUMP(S) — 2 v 1 — 2" TEE W/ DRAIN BACK VALVE (2) 2" SOLIDS HANDLING. U (3) GOULDS MODEL 3886, SERIES WS036. ` a ELECTRICAL SPECIFICATIONS - 4 q CONTROL POWER / 115 VAC a (1)(2)(3) a (4) (5)(6) AUX. HI—LEVEL ALARM NEW RELAY v 44 v (IN CONTROL PANEL) v • 17 (7) a 4 R PLAN VIEW L, R M WATER PUMP SEPTIC 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 SERVICE. (2) IF 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, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER WATERTIGHT MANHOLE FRAME & COVER; (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE PANELBOARD. SYRACUSE CASTINGS #1502 OR EQUIVALENT; THE LOAD CENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND GRADE TO DRAIN AWAY FROM COVER SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING NEMA TYPE 6 OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOAD CENTER. JUNCTION BOX (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH COMPONENT. (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. v G NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED MARTINSON SEWAGE PUMP DISCONNECT; THEY MUST BE INSTALLED IN EMT. - 2" ELBOW (2)-­,14 MODEL # NGRD8 OR EQUIVALENT (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. C (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE 2" BALL VALVE (2) 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 WATER PUMP MOTOR FULL INLET FROM RESIDENCE — LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED. 4 TO SEPTIC TANK LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO v RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF 2ND ALARM & WATER SUPPLY SHUT OFF RELAY. 3„ a 4 PROVIDE TEE 2" FULL PORT (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND BALL VALVE ONN BRANCH; THROTTLE 8 CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT ALARM & LAG PUMP ON BALL VALVE TO ALLOW "TRICKLE" FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE 3" FLOW BACK TO LIFT STATION; BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH LEAD PUMP ON TYP. FOR TWO CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. o a 2" CHECK VALVE (2) (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. c 4 (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. 14" v c (11) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY 4 APPLICABLE LOCAL OR STATE CODES. PUMP OFF & PUMP ALTERNATE SWITCH MERCURY FLOAT SWITCHES (4) a SUBMERSIBLE EFFLUENT PUMP (2) (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. - 6" c (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF c a d WORK. Q a a c (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. 10/28,I102 AD SUBMITTED FOR PERMIT TO CONSTRUCT RUH = ' 3'0 BASIN — GOULDS MODEL # A7-3636 PIPING SYSTEM DATE REV# ISSUED/REVISIONS BY (1) PUMP STATION PIPING: N SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. LIFT STATION DETAIL Lgy SECTION ��; �� • (2) VALVES: REPLACEMENT RESIDENTIAL WASTEWATER SYSTEM CHECK — PVC, BALL TYPE. RIOS RESIDENCE SHUTOFF / THROTTLING — BALL VALVE — PVC RIDGE ROAD QUEENSBURY, NEW YORK STRUCTURES H. �MRS J - MARTIN ENGINEERS� PLLC 1) 4' x 4' PRE—CAST CONCRETE PUMP VAULT BY UTOPIA ENTERPRISES OR EQUIVALENT. LIFT STATION DETAIL PROFESSIONAL ENGINEERING 7 SCALE: N.T.S. 2) ALL PENETRATIONS TO BE SEALED WITH NON—SHRINK CEMENTOUS GROUT. .E. f 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYROff©2= GLENS FALLS, N.Y. FAX: (518) 798 l W ONLY OFTHEMPLO GMAIMA BUIESEALOW MOGNODO IRE SEPTEMBER 2002 PRO#02-55 SHEET: 4 OF 4 AWWW UMNrEmm SYA UC aF nee SUNS VWL FLE F'.1256091902 Fka WW PLOTTED/REVM:10/2W 9:45 AM e�rA LIC@�B�®iBWAMFtJL .�'D