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2000-405 TOWN OF QUEENSBURY. woo^Ai 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development.-Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE C/C Number: 0000405 C/C Date: Thursday, August 24, 2000 Application Number:2000405 Permit Number: 2000405 This is to certify that work requested to be done as shown by Permit Number 2000405 has been completed. This structure may be used as a Sept a-Alteration Tax Map Number: 523400-018-000-0001-020-000-0000 Location: 147 PILOT KNOB Rd Owner: ROBERT &DONNA PHILLIPS By Order f Town Board TOW OF Q ENS RY zi Director of Building&Code Enforcement BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 0 Building Permit No. 2000405 TAX MAP NO. :18 . -1-20 PHILLIPS, ROBERT & DONNA Permission is hereby granted to 147 PILOT KNOB RD. Owner of property located at in the Town of Queensbury,to construct or place a SEPTIC ALTERATION at the above location in accorcianrP to 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. Owner's Address: P .O. BOX 188 KATTSKILL BAY, NY 12844 Contractor or Builder's Name: Contractor or Builder's Address: Electrical Inspection Agency: Type of Construction: SEPTIC Plans and Specifications: SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS • Proposed Use: SEPTIC ALTERATION 25 - June 14 . . 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.) 14 June 2000 Dated at the T wn of Queensbury this Day of SIGNED BY for the Town of Queensbury Code 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: 1(0?h',3 /e0 k-D File Permit No4� Tax Map No. 48 / l / 45.2 • Owner's Name: 0O�ex j F Adti�� �N i ✓�� j Fee Paid J v = Address: 1' ) 4r k,c14 ' 4D,!?BY /V)/( . 1e+T7U/ /- ,4��9r /28¢1) 2. INSTALLER'S NAME : PHONE NO. P 'rzb 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply# of k---tzivetj bedrooms with applicable gallons per bedroom to equal total daily flow` N 0 9 2000 Ow�.�Ofi Year of House: No. of Bedrooms x Computation = Total Daily Flo Bv11.piNG JIySBu�y AliDcoo . 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present S' x 110 gal/bdrm = 5-5-0 Gip Garbage Grinder Installed yes / no �/ Spa or Whirlpool Installed yes / no V 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at w t depth at what depth ynlcnlGrE,al Rolling loam h// feet //4,2/ feet -we1l- Steep slope clay � � �0 ,4�70� if well; water supply slopeother er from any septic-system depth: absorption is?/4, ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: /2. minute 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. Septic Tank: /S'OD gallon (min. size 1,000 gal) Tile Field: each trench f? Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: '4 /4/ length and/or size o 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. CV/r,&e.404,4 , 5'4 /t. . Signature of responsible person Date v TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT /69) 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name ?kQL0 Location ITT � �s' �� Vl�/ (-0-) 11 I Date , , 1//lAArmi t #�� 0— r4 SOIL, TYPE: Sand-Loam-Clay- Results of Percolation Test- (if apOicable) Rate-Minute/Inch TYPE OF 'SYSTEM: t�,� 1 ABSORPTION\FIELD: Total Len,g nth 6 G Cc-jC.ti Length of each trench ►'h.��`t 5`{s Depth of trenches j8 \ Size of steno `a, A"30\ SEEPAGE PITS: Number- \ Size - ft.\x \ ft. Stone size PIPING: Sire Type. Bldg. to Tank Tank to Dist. Box V / Dist. Box to Field/ i , u N Openings Sealed? Yes No Partial LOCATION1/SEPARATION • Foundation to Tank ,..feet Foundation to Absorption . kfe.et . . Separation of Pits et Conforms as pe ' . . . es No LOCATION OF STEM ON Y. (circle one) . &iM ' ItXE- Front - Rear Left Side Rii , t Side Middle Front - - Re. COMMENTS: . • ;\ISYSTEM.USE APPROVED: YES NO Arrived: _r_o< Departed: Building Inspector NOTE "IN— DRAIN " AD50RFTI0N 5Y5TEM EK051DN CONTROL, — HAY DALE THE 51TE PLAN BELOW 15 AN INSET OF THE TOP06RAPHIG MAP ATTAGHED TO THESE PLANS. IT AND II.TO RAISE THE GRADE WITH4 DE NEGEc25ARY TO EMODENSE SANDY OAM RIAT 5 ALL EROSION CONTROL MEASURES SHALL CONFORM TO NEW YORK STATE GUIDELINES FOR URBAN 15 E55ENTIAL. TO GOMPAGT EMDANKMENT MATERIAL TO ITS EROSION and SEDIMENT CONTROL." NEW WATER WELL NOTE MAXIMUM PRACTICAL DENSITY TO AVOID SETTLEMENT. BEFORE ANY CLEARING OR GRUBBING OF THE CONSTRUCTION SITE IS BEGUN. AND DURING THE 'IN-DRAIN' UNITS ARE LAID IN 5TRAIC-IHT ROWS ON DEAD LEVEL EARTHWORK PHASES. EFFECTIVE SEDIMENT TRAPS SHALL BE CONSTRUCTED. PLEASE TAKE NOTE THAT A PROPDSED NEW WATER WELL CONCRETE SAND AS SHOWN ON SHEET 2. THERE SHALL BE MU5T DE A MINIMUM OF 100 FEET DISTANT FROM ANY PART NOT LE55 THAN 24' OF DENSE SANIDY LOAM ABOVE ROCK OR SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FORM A PERVIOUS BARRIER TO OF THE WASTEWATER ABSORPTIDN SYSTEM. THE WELL IMPERVIOUS STRATUM OR GROUNDWATER. 'IN-DRAIN UNITS SHALL THE MOVEMENT OF SEDIMENTS DURING CONSTRUCTION. MUST DE SITUATED GENERALLY AS SHOWN ON THE SURVEY DE INSTALLED IN AGGORD WITH MANUFAGTURER'5 DIREGTION5. AT LEAST TWO WOODEN OR METAL SPIKES SHALL BE DRIVEN THROUGH EACH BALE TO ANCHOR IT MAP. IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU OF STAKES TO STABILIZE HAY-BALE I � FAt3 (�IG — CMDST IM�'OI� TANT ! ) SEDIMENT TRAPS. A D J A G E N T LOT WATER W E L L � F LT E ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICABLE TO PREVENT THERE EX15T NO WATER WELLS WITHIN 100 FEET OF THE IT IS CRITICAL TO LAY FILTER FADRIIG BETWEEN SOIL LAYERS EROSION AND THE TRANSPORT OF SEDIMENTS TO THE LAKE. ABSORPTION 5Y5TEM. TO PREVENT MIGRATION OF 5011, PAF:TIGLE5 FROM ONE LAYER TO ANOTHER. 51 L T F E N G E FILTER FADRIG MU5T BE PLAGED ON THE UPGRADE 51DE OF THE PROPOSED STONE WALL TO PRECLUDE 5UD51DENGE OF EMBANKMENT 501L.5 DUE TO WATER SEEPAGE. 51LT FENGING MAY DE U5E0 IN GONJUNGTION WITH HAY DALE5 A5 A 5EGONDARY DARKIER TO THE MOVEMENT DOWNGRADIENT OF SOIL PARTIGLE5. SILT FENGING SHOULD DE EREGTED DOWNSLOPE FROM HAY BALES A5 MAY DE NEGE55AKY. THE IMPORTANT ODJEGTIVE 15 TO KEEP 501L5 FROM GETTING INTO THE LAKE BEFORE THE ESTADLI5HMENT OF GRASS VEGETATION. o 0 SILT DARRIER A5 MAY DE "�-- 10, I_ 5'- 0' _I FIN 6RADE REQUIRED _` GEOTEXTILE 4' - V TOP1501L FILTER FADRIG 4' MIN TOP501L .. Y • Y ' ' �'Y;� ' :'�' '�'� SEED TO 6RA55 M1, .' ','::: / GRANULAR !, �' /./FIN FIN 6RADE DAGKFILL GRADE S LOPE 6 :... ...... ...... 20' 4' PERFORATED 342.E ...... LOAMY DAGKFILL --� 6EOTEXTILE PVC PIPE TED DANDIN6 5TRAPh UNIT ...... .. 4' IN-DRAIN I co GLEAN SAND PERFORATED '4— I PVG PIPE 31' MAX /. . . . . . ... raw . . . . / TD :41 6 MIN — j GLEAN MED-GOARSE (iMhON'h) SAND 52 Lwi V 24' 30" ,Y MIN TO GWT, ROCK STUMP OR IMPERVIOUS 5TRATUM EMDANKMENT SOIL PERG RATE - 12 MIN / IN >2' 12' GIN Ila 14' PVC , • I . :-. �. ... .. a DECK '• , 2i MIN ., SECTION 1 I 45 �•. SINGLE IN - [)FAIN UNIT .I FIN GRAD ''•�342.E ' — •••,,, " 5 L005E LAID IN DRAIN ADc,) OFFTION BED NT STONE WALL W. H 0 U � NTh OF C�UEBNSBURY N TOWN 101 BUILDING ~ D EP'T. . EXPOSED REV161NGC 8Y ....�• 0 Q LEDGE [)ATE O 24" -~ c ,� N S TUMP 70 TOWN O. QUEEN,,W BMW DEr,fRTMEItiT . � 4 PVG � �our on out knited e�nents snail o ESGHED 4o HYDFAULIG ELEVATIONc,) nat�C L _ p -SEPTIC I G TANK ..' in ful plans and sped at ions are .... �� compliance with the cede TANK � I1/EC) 5EPTIG TANK INV IN 342.55 5ET DEAD LEVEL JUN 14 2000 TOw� 5EPTIG TANK INV OUT 342.30 ON 12, GR, KOGK BJILplti�` EEf4SSURY Q 'aNC�CO►)E 2000405 18 . ,1-20 PHILLIPS ROB R � T & DONNA 015T 60X INV IN 341.60 DITTO ABOVE 147 PILOT KNOB RD. SEPTIC ALTERATION v 0 D15T DOX INV OUT 341.35 ALLOW 3' DROP LEDGE (0 'IN-DRAIN' LAT INV 341.10 LAY DEAD LEVEL ROBERT and DONNA PHILLIPS 14 WASTEWATER DISPOSAL SYSTEM MAPLE ' o LA 147 PILOT KNOB ROAD P.O. KATTSKILL BAY 12844 l l QUEENSBURY, NEW YORK 12$04 TAX MAP # 18-1-20 S I T E FLAN • • • • ���•. SCALE: AS SHOWN DATE: JUNE 2000 5GALE. 1 10 . w. SCUDDER ASSOCIATES : P.O. BOX 792 GLENS FALLS, NY 12801 GHARLE5 H. hGUDDER TEL 518 / 793-1473 FAX 518 / 798-3747 FE 40904 email: cscudeeglobal2000.net SHEET 1 'IN-DRAIN' A155 SYSTEM LOWER STAIR 10 0' S E T B A C K 100' SETBACK TREAD EDGE DECK 350 'IN-DRAIN' QUEENSBURY ORDINANCE 5Y5TEM THE QUEEN515URY SANITARY 5EWA6E D151`05AL ORDINANCE GOVERNS ................... . 348 '""" "" "'"" " ..."""" " DESIGN AND GON5TRUGTION OF THE PROP05ED WASTEWATER 5Y5TEM. 348 344 ........ ... ................. ................. ................. 4� ......I............ ...........I...... .... ...... .................. ..... .......I. .................. ................... ..........I...... 3 344 344 PIPING, FADKIG and FILL- MATERIALS ........... ..................................................... .. ........ ........... .....I.... ...............I... ................... 342 FIN GR 342.6 342 FIN GR 346,6. 015TRIBUTION LATERAL5 5HAL.L BE 4 DIAMETER PERFORATED PVC WITH .. ® EXI TING GRA E ® EXISTIN GRADE MINIMUM 3,000-POUND CRUSHING STRENGTH. ............................... .... . ....... 340 340 BUILDING DRAIN5 TO 5EPTIG TANKS, AND EFFLUENT LINES TO D15T. BOX ................... .......... ....... ... ..... .... ................... ................... ................... ......I.,.......... ................ ... ......... ........ ................... ................... ..........I........ . SHALL BE 5GHEDUI-E 40 PVG WITH TIGHT JOINTS. 338 338 WALL ""'"....... "" """".""""" ""'""" ........."""""' """""""""' """""'"."'.. CONCRETE SAND MEETING NY5DOT 5PEGIFIGATION 703-07 SHALL BE 336 ................... ................... .................. ................. ................. ................... .................. 336 ................. ................... .....••.•... ...... ..... ... ........ ..................• ................... .......... ........ ................... PLAGED BELOW AND AROUND 'IN-DRAIN' UNITS A5 5HOWN IN THE DETAILS. EMBANKMENT 501L 5HAL - BE SANDY-LOAM WITH AN AB50RPTRION RATE, 334 334 AFTER COMPACTION, OF APPROXIMATELY 12 MINUTE5 PER INCH. .............. ....... . ..... ................. ..... ....... ........... ........... .. ................. ................. ................. .............. ....... ................. ................. ................. GEOTEXTILE SHALL BE SOE 'MIR ' ................... ................... .................. ................. ................. .............I... ................. ... ...I............. ................. ................. AFI 140N WOVEN FABRIG. 332 332 ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 330 330 DE516N 1)15GHAR6AE O 10 20 30 40 50 60 70 0 10 20 30 40 50 60 70 DESIGN DI5GHAR6E (5-BR HOME- POST lggl FIXTURES) 15 550 GPO, 5 E G T I O N A - A '�E G T I O N D-D PROVIDE 24 'IN-DRAIN' UNITS - q6 LF. H 1' - 10' H 1' - 51 V 1' - 5' V 1' - EL-GEN 'IN-DRAIN' SYSTEM .2EPTIG T 15 5 AL ENTRANCE THE 'IN-DRAIN' ELJEN 5Y5TEM, NOW APPROVED BY NY5DOH, 15 TANK AT 5. WALL HOUSE PRORIETARY. INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS. 'IN-DRAIN' AB5 SYSTEM 'IN-DRAIN' EXPOSED AB5 5Y5TEM LEDGE ELGEN TYPE-D UNITS MEASURE 36' x 48' x 7'. CONNECT 5Y5TEM 100' 5ETBAGK UNITS IN ACCORD WITH DIREGTION5 OF ELJEN CORP., 15 WE5TWOOD EXIST ROAD, 5TORR5, GT 06268. EDGE DECK 100' SETBAGK MIN DECK BLDG HEIGHT SEWER 348 ................. ................. .... ....... ........ ...... ................. .............. ................. ................. 348 ................. ................. ......... ....... .... ..... ...... .... .......... ........ ..... ................. SEPTIC TANKS 4 D15TR18UTION 80X 3,44 ............... I.................. . ..... ....... ........ ...... ................. ............... ................. ................. ................. 344 344 .... FIN GR 342.6 344 ONE 1,000-6AL, AND ONE 500-GAL 5EPTIG TANK ARE REQUIRED. .... TOP 342.E LOGATE 5EPTIG TANKS ACCORDING TO 51TE GONDITION5 AND 342 EXISTING GRADE 342 S.T. INV OUT 342.3 - `` .... . OWNER'S REQUIREMENTS. AN AL-TE41ZNATE 15 5HOWN ON THE PLAN. ..WALL.......... ........... ....... ® ® ................... ................... ................... ................... ..... DIST LAT INV 341.1 34 "" IT 15 PERMISSIBLE TO PLAGE TANKS UNDER THE DECK 51NGE NO --�" "" ••••• i500 GALLON FOUNDATION WALL EXISTS. 340 340 .............. ...... 5EPTIG TANK = NOTE THAT 5EPTIG TANK ODORS GAN BE A CONTINUING NUI5ANGE. 338 338 �(/QLL 338................................... "................. ADEQUATE VENTING AND VENTILATION MUST BE INCORPORATED IN THE PLAGEMENT AND PIPING OF THE ENTIRE 5Y5TEM. CONTRACTOR ................... ....... ........... . . ..... ........ ................... ................... ................... ................... 'IN-DRAIN' BEYOND - SHALL COORDINATE WITH OWNER AND ENGINEER REGARDING ODOR 336 336 GONTROL AND 5Y5TEM VENTING AND VENTILATION. 334 334 SET 5EPTIG TANK UNITS LEVEL ON A 12' BED OF GRU5HED ROCK. EXISTING GRADE ............... ................... ................... ................... ................... ................... ................... ................... PROVIDE ADJUSTABLE OUTLETS ON THE D15TKIBUTION BOX. ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 332 ................... ................... ................... ................... ................... ................... ................... ................... 332 .................. ................... ................... ................... ................... ................... ................... ................... PROVIDE A DISTRIBUTION BOX WITH FOUR OUTLETS ON ONE SIDE. .............. ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 330 330 1 1 1 APPROVED FIBERGLA5 5EPTIG -TANKS MAY BE 5UB5TITUTED FOR PREGAST CONCRETE GA5TIN65 AT OWNER'S D15GRETION AFTER GON51)LTATION WITH CONTRACTOR AND DESIGN ENGINEER, O 10 20 30 40 50 60 70 0 10 20 30 40 50 60 70 SEGTION G - G SEGTION D -D H 1' - 10' H 1' - 10' V 1' - 5' V 1' - 5' INDI6ENOU5 �$ FILL_ 501L.5 STABILIZED PERGOLATION TEST RATE - 12 MIN/INGH. SOIL TE5T5 PERFORMED BY GHARLE5 H. 5GUDDER, PE, 50IL5 IN THE ABSORPTION AREA WILL BE DENSE 5ANDY/LOAM. 4 'Z 6 24 , NOTE PARTIGULAR 51TE GONDITION5 MAY 5UG6E5T 50ME MINOR CHANGE OR ADJUSTMENT IN SYSTEM GOMPONENT5. � l �- ANY 516NIFIGANT DEPARTURES FROM THE APPROVED PLANS N MUST BE AGGEPTABLE TO THE TOWN OF QUEEN5BURY, THE OWNER AND THE ENGINEER. ROBERT and DONNA PHILLIPS Or WASTEWATER DISPOSAL SYSTEM 26, 26 ' 147 PILOT KNOB ROAD P.O. KATTSKILL BAY 12844 QUEENSBURY, NEW YORK 12804 TYPICAL 3' x 4' x 7' 'IN-DRAIN' UNIT 24 UNITS REQUIRED TAX MAP # 18-1-20 SCALE. AS SHOWN DATE. JUNE 2000 LAYOUT .•''� •. ' SCUDDER ASSOCIATES °IN - DRAIN " AD50KTI0N SYSTEM P.O. sax 792 NT15 �. 40904 '�' GLENS FALLS, NY 12801 •'' �wh TSL 518 / 793-1475 FAX 518 / 798-3747 GHARLE5 H. 5GUDDER PE 40904 email: cscnds0global2000.net SHEET 2