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2000-258 BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 0 Building Permit No. 2000258 TAX MAP NO. 3 . -1-7 Permission is hereby granted to MACKEY, CHARLES & KAREN Owner of property located at 15 WILD TURKEY LANE 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 in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Owner's Address: 40 DOUGLAS RD. DELMAR, NY 12054 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 $ • 25 2 00 2 • PERMIT FEE PAID—THIS PERMIT EXPIRES May 2 (If a longer period is required,an application for an extension must be made to the Code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Queensbury this 2 Day of May 2000 SIGNED BY for the Town of Queensbury ode Enforcement Officer • Application for Permit-Septic Disposal System nn',, qf Qiieelrsb,Ny 7.12 Bay trend Queerrsbury, NY 1280d (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: 15 W►L)' T i n1E -��KEY LA, Lilo I'ormii. G Tax Map No. 3 / I / `7 `-' Owner's Name; C.1�4r21 ' I \Ac-K{C•-( hoe Paid Address:35$ 7-1w1- . A--( , 'Ju+..i-rE. 4O—j ' ' T-'_ATee.d. —n- re_%1.-4 G.'-r lV-f va c'(O 2. INSTALLER'S NAME : C'QA-t4DALI- E (CJAVArt MC-s- PHONE NO."ai3- >q 3. RESIDENCE INFORMATION; (circloyear of dwelling, indicale II bedroom(s) and multiply II (,/' bedrooms with applicable gallons per bedroom to equal Mal daily flow) r� tf-1 i�,C u._Y D Year of House: No. of Bedrooms x Computation -' 'Total Dailyblow PAY 01 2000 1980 or older x 150 gal/bdrul = ©�'�;`�O+CJ��a, �'JR� 1980- 1991 x 130 gal/bdrun = -Et�l��ifvt, sj��,�,�� • 1991 --prescnf'- 2 x I l0 gal/bdrm = f I Q 2.20* - *Zo00 oVAT% - T 14ov.,.E iw-'•cps. ALL. NEW taril$t1NCa. j IXTcJtTZE3 1ZEFEIZ -re, Z.Obc.ZE VATi MO94 Garbage Grinder Installed yes / no -Pi-Cseb-L --3 wee,w►K� - 131:yrr. : Spa or Whirlpool Installed yes / no ,/ 4. PARCEL INFORMATION: (circle applicable information &, indicate measurements) `Popp►traphy Soil Na uto Ct_iuudWater Bedrock or Impervious Material Dom stir Water Supply Not sand - FIB at what depth al what depth municipal Rollhtg loam > (n feet >(p feet well Steep slope clay if we!!; water supply %slope .other from any septic-spient depth: absorption is fl. other LAKE.0 c E . . Percolation Test: ('l'o be completed by licensed pr•1 fessio►la/engineer or architect) Rate: Z minute per inch* *- .-rie'c511-tom '` 1 ''^%vs.Ai5.- e-c-. 5, PROPOSED SYSTEM: For New Constnictiun: All individual sewage disposal systems must be designed by a licensed • professional engineer or architect(unless installed in a Throning Board alnovcd subdivision). Add 250 gallons to the size • of the septic lank and leach licld Ibr each Gaibagc(;cinder,Spa or Whit! ool Tub. Septic Tank: l; 50 gallon (min. size 1,000 gal) E.L.Jer4 -T-t4- Te.A1P4 Tile Field: each trench ft. Total System Length: 7` . .1i. --- •-CV-re Seepage I'it(s): number of size of each: ft. by ft. Ft e L) LO LATE) l O_0' - FTL6tNl • Size of Stone to be used: II— / depth or thickness._._.._.._._.___.Ii'et LA►_E--- t l-ocaE Dud System Size: _ x Alternative System: length and/or size . . 6. HOLDING TANK SYSTEM: (if required) . — ------Numbe►of tanks: -%"Size of-each: _, gailonsTFO FAL 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 Quecnsbur•y, any pet mit or approval granted which is based upon or is granted in reliance upon any material misstpresentation or fhituro to matte a material Ihct or circumstance known by or out behalf of an applicant, shall bo void. I have road the regulations with respect to this application and agtoe to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. 3y141C::,W\AC... ..C5'-C —Z8—Cn© ature of responsible person , Date 4 ' I-■-- WATER SUPPLY LINE FROM LAKE iWASIMTER DISPOSAL SYSTEM DMIS OF DESIGN rn GENERAL SANITARY NOTES � THE EXISTING MACKEY RESIDENCE IS A FOUR (4) BEDROOM HOME SERVED BY AN ON-SITE SEPTIC 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. ` I SYSTEM OF UNKNOWN COMPONENTS WHOSE CAPACITY AND LOCATION ARE UNCONFIRMED. AS CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. 1 0. 0' THERE IS NOT AN EXISTING PUMP IT IS CERTAIN THAT THE DISPOSAL FIELD IS WITHIN 100' OF THE ) / LAKE. IT IS THE INTENT OF THE PROPOSED PROJECT TO CONSTRUCT A REPLACEMENT SEPTIC SYSTEM ^ i TIE LINE _ 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDING TO BE 10 FEET. N THAT WILL CONSIST OF STATE-OF-THE-ART COMPONENTS MEETING TODAY S STANDARDS FOR CAPACITY AND MATERIALS, 3. MINIMUM SEPARATION BETWEEN TOE OF FILL AND BUILDING TO BE 20 FEET. I N 58 '5 6 31 • 6' HYDRAULIC LOADING - FOUR (4) BEDROOM SYSTEM DESIGN 4. MINIMUM SEPARATION I-- _I WATER SAVING FIXTURES (POST 1991) AS PER NYS DOH - 110 GALLON PER DAY FLOW RATE FEET. �`TION BETWEEN PROPERTY LINE AND TOE OF FILL TO BE 10 (n 110 GPD / BEDROOM X 4 BEDROOMS a 440 GALLONS PER DAY r ~_ S. MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET. --- ,Z N SOILS ANALYSIS - RAISED (FILL) SYSTEM I Z I THE PROPOSED REPLACEMENT SYSTEM WILL BE RAISED (FILL) SYSTEM AT A LOCATION MEETING 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH NEW YORK STATE SANITARY TABLISH GETATION/LAN '�CIPEI CODE. <t . >- 0- A� TO V ��E TOWN SETBACK STANDARDS (100' MIN.) FROM THE LAKE.' SOIL PROBES INDICATE THAT THE ERE AS BUFF _ANC) DISPOSAL FIELD AREA SOILS CONSIST OF AN ORGANIC LAYER WITH AN UNDERLYING PROFILE OF q o W X. 1 St & 2nd STORY WOOD DECK RAMP Li.l \ GRANULAR TO ROCKY (NOT IMPERMEABLE : PERC RATE < 60 MIN/INCH) SOILS IN THE FIRST 24" 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY P.E.) SEE ENGINEER'S OOOZ ..r w .' 67, 9 ) I E- EROSION CONT E. TO 32". THIS AREA WOULD RECEIVE AN ADDITIONAL 24" TO 36" OF SPECIFIED FILL SOIL TO BE INSPECTIONS. I� or L. (� PLACED SO THAT IT WILL STABILIZE DURING THE TIME FRAME OF A FREEZE-THAW CYCLE r �- C7 / (NOVEMBER TO APRIL) PRIOR TO CONDUCTING PERCOLATION TESTS. FOR THE PURPOSES OF 8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND BE NO LARGER THAN / THIS DESIGN WE ARE ASSUMING A PERCOLATION RATE OF 8 - 10 MIN./INCH FOR THE STABILIZED THREE-FOURTHS OR SMALLER THAN ONE-HALF INCHES IN DIAMETER. 009) 2 o r LJJ ' FILL SOIL. ADJUSTMENTS TO THE LENGTH OF LATERAL PIPE WILL BE MADE, AS NECESSARY, PRIOR 9. WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDE AND BOTTOM SHALL Z `�' 7- (� • TO SEPTIC SYSTEM PERMIT SUBMITTAL/APPROVAL ' PERCOLATION srs _ BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. W �Z I ASSUME 8-10 MIN./INCH 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM I �- TESTS TO BE CONDUCTED IN STABILIZED FILL SOIL. FILL WOULD BE PLACED IN FALL OF 1999 AND SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORPTIONLo BEDROOM 2 LIVING ROOM -�_ TESTED IN THE SPRING OF 2000. TRENCH SYSTEM TO PREVENT UN DESIRABLE COMPACTION OF THE SOILS. ' A Z O + DESIGN CRITERIA v, 11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE. Q N F. - \ _ SEPTIC TANK SIZE: 1250 G DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 w 7, GALLON FOR 4 BEDROOM HOUSE AS PER NEW YORK STATE FEET FROM THE BOX. (1/8" PER FOOT). �� TO 10 Z T J 3 3 6 .2 0 O°p Cr-_ DEPARTMENT OF HEALTH STANDARDS. '° ° o on) O c EFFLUENT PUMP STATION : SYSTEM WILL REQUIRE A SIMPLEX EFFLUENT PUMP STATION, 12• THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT Q >. E EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE. ADEQUATE w w :� U C�N p EI HYDROMATIC OSP 33 W/ FIBERGLASS EFFLUENT BASIN OR APPROVED EQUAL. PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE ACCESS L 0 GAL. ® _ C CI " FOR INSPECTION OF THE DISTRIBUTION BOX. uJ I FORCE MAIN : PIPING TO BE 1 1/2 HDPE PIPE TO A DISTRIBUTION BOX AT THE RAISED Q Q W Z " SEP AN K ., BATH �: O f' SYSTEM SITE. FORCE MAIN TO SELF DRAIN BACK TO THE PUMP PIT UPON PUMP SHUTDOWN. 13. TIE PIPE CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINE �+ 3. Li iO I �� 0 p C RAISED DISPOSAL FIELD SHALL BE A TIGHT JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR �. I C� pSYSTEM TO CONSIST OF EWEN IN-DRAIN UNITS : TYPE B PROPERLY BEDDED Z LL THROUGHOUT ITS LENGTH. V U EFFLUENT p INSTALLED OVER STABILIZED FILL SOILS. FLOW RATE OF 440 GPD REQUIRES 70 LINEAR FEET OF Q �- DINING ROOM ��..� EWEN IN-DRAIN TYPE B UNITS AT ASSUMED APPLICATION RATE. UNITS ARE 4 LONG EACH SO 14. FINISH FLOOR ELEVATIONS SHALL BE SET AT THE TIME OF APPLICATION FOR A � � EXISTING PATIO o � V) �,^ a PV PIT (�I p 18 UNITS ARE REQUIRED. CONFIGURATION SHALL BE TWO TRENCH INSTALLATIONS OF 36' BUILDING PERMIT. THE CONTRACTOR SHALL CONTACT VJ I (9 T ENGINEER OF RECORD Q KITCHEN 000 UNITS) EACH. SEPARATION BETWEEN TRENCHES SFWl BE 4'. AREA REQUIRED SHALL BE TO CONFIRM THAT THE EFFLUENT PUMP SPECIFIED IS SUFFICIENT FOR EACH W Z w ° APPROXIMATELY 15' X 38'. SPECIFIC LOT. Q I BEDROOM 3p 0 C o p o 0 15. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE Z o LOO E -- r O /�- GRINDERS. GROUND GARBAGE SHALL NOT BE ADDED TO THIS SANITARY � Z W W � - V Elm 1 O O C FINIS GRADE SYSTEM. / ° TOPSOIL :..:_.._.._.__. ....:__:. Q ll' •FINISHED O �'� � =_�� � ' •=���=•`= =�^`�� DRAINS, SUMP PUMP DISCHARGE AND WATER 16. FOOTING DRAT Jpp -.,• ....:-.:- -a �; " SOFTENER � ��/ � J DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. ry r, Z GALLERY 0 O C 4" DIA PERFORATED PIPE SUITABLE BROCKS � V t 00C (COBBLES, ROCKS TO BE REMOVED) �- 17. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL 4 COVERED PORCH / '0 0 C // SAFETY REQUIREMENTS DURING CONSTRUCTION. � o GEO-TEXTILE COVER HOLES 5 do 7 O'CLOCK 10"-17" .J o c z W � POWDER ROOM O 18. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO w � .CLOSET �� BANDING STRIPS W O LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN o 1'- I �- O°O0 TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, �' O O c IN-DRAIN UNIT 7» EXCAVATING, DRIVING POSTS, ETC. o o Z W Z 6.0 _ - \ ERTST. CRET RET G TO REMAIN - °-� 0 = ` /_ j O 00 CONCRETE SAND 6" MIN. FILL SYSTEM INSTALLATION I ATION U GL' w 3 40.5 x 3 40.5 x 34 2 5 R O 1. WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, W O w J C C INCLUDING LEAVES, ROOTS AND OTHER PLANT FORMS, SHALL BE REMOVED Z �.� 4 4'-0' PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL -0 LANDING ( SCARIFIED. \ PLOWED OR � / ` 3 ~ o0 •� Z 36" s" MIN. 2'-0" 2. THE SOIL USED FOR FILL SHALL BE WELL-GRADED LOAMY SAND OR WELL- o ('Z' O Z G R DING NOTES: ��� 343 J. 0 ° GRADED LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MINIMUM 0 < W 0) w T 44 2.Q p C 2' TO IMPERVIOUS STRATA, BEDROCK, OR TWELVE PERCENT (12X) OF SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS f SEASONAL HIGH GROUNDWATER ` 34 x 3 p OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER, AND THE REM E---EXI TING O Z 4 G ��/ 3 p FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR A LEAST SIXTY (60) ENT AND `� �n J C� 0 0 DAYS. ELJ E N12-D R�AN C R Q�S S S ECTI O N BETWEENCIANY TRENCENT FILL H BOTTOM ST BE ANDMAXIMUM LED TO NSEASONAL IGROUNDWATER, (2) FEET •� G RAD E A TO fi 4 ``� '°° � 34 ,°o° 3 ° NOT T❑ SC IMPERVIOUS MATERIAL OR BEDROCK. THIS SEPARATION MUST BE THREE (3) Z .�..� •5 349.5 X 35 TW O�p°� X348. I0 EI_JEN_INDRFIIN.DwG FEET WITHIN ONE THOUSAND (1,000) FEET OF LAKE GEORGE. 0 W =ie M �I 1 I N G p/ SSYSONLY TE S ABSORPTION FIELDS SHALL BE USED As THE LEACHING FACILITY IN FILL F_ W AI N I N G WA ��� LX 3 3 00�� ______ J CL w �- 5. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL S 0 R M R D RA I N A 4�. 7k °°` PLUSSUIT MIN. TOPSOIL & SEED SURFACE AND SHEET WATER RUNOFF AROUND THE FI SYSTEM IN THE UP-SLOPE DIRECTION AND OF LL SYSTEM.NT LENGTH TO DIVERT U. � Q Z / ` .49 ,l ° 15% MAX SLOPE 6. THE FOP OF FILL OVER ELEACHINGw Q } � �5HEET ,0. C W SLOPED TO ALLOW NATURAL SURFACE RUNO F D SAHALL BE SEEDED. 0R W® W r i 1 \ 0 4" PERF. PIPE GEO TEXTILE COVER FABRIC 7. SIDE SLOPES OF FILL SHALL BE GRADED TO A SLOPE NOT STEEP = L�J qE- � B L I S H E D : S S _ / + t 0 1 vERncA1 ER THAN ONE Z ¢» ` j p o ' 3O MAX O ON THREE (3) HORIZONTAL. (n SK ESA LANDSCAP ° PROPOSE ARKING UNt '� / J �� '„`.. NOTES O C � CONSTRUCTION A. G R�4G��-�.- �� :.}: ;., :'t;'y i,•;.-a c ,�. ...•• ;.�r�.: 6" MIN. :�. a' MIN. UNDISTURBED SOIL + •^°;X.3r <?: t•.4 Y 1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH THE RECOMMENDED RE Rs f .� �< O I STANDARDS FOR EROSION CONTROL AS DETAILED IN THE "NEW YORK GUIDELINES \ 350. 1 00C V USABLE SOIL PERCOLATION RATE 1-60 MIN./IN. 6" MIN. FOR EROSION AND SEDIMENT CONTROL". 4 _ 35 ) O 2' MIN, TO IMPERVIOUS STRATA. BEDROCK �- OR SEASONAL HIGH GROUND WATER m x -3.2 ... 353.5 0 0 Li ••• 352 ° � o TRENCH CONFIGURATION w . � � Q ° o CROSS SECTION :t...: :. . �. a Q C Q .:• .'ti• cv r NOT TO SCALE TRENCH-CONFIG.DWG r r 60 I X 3 5 6 .O X `�--- PTI C TE M -------------------- i 4 o4p \ ` :f Lu c C Z M Z o DIS �. a� r to I pr Q :;� Qu N W ' ti x 3 I 3 6 p o fit/ ��" Q a_u g /� :, �. _ LLj s 4 B 0OM -_ oc '� STEEL COVER WITH LOCKING HATCH 359 . 0 _ _ _ _ - 3 5 9 .0 I 3 g��-- °°° C"N NTRACTOR�ITp MEET CODES RUPREIVENT CONCRETE HORSFASTENED WITH r SURFACE WATER FROM ENTERING J. BOX ••" O C RESN D NTI LEINTER DR To "• '•• ••• •• CONTROL PANELS RHOH$US 358.2 358 0.C AUDIBLE�I VI�SUALWALARM � � � 7A�d��} 3 6 O 6 ° ` O SILENCER BUTTON �® y / \ 24" TAPERED HOLE & PLUG a METAL TO METAL SIDE RAIL SYSTEM BY HYDRONATIC OR APPROVED EQUAL Q• -j '�• � C � (TYPICAL.) � ] W <•. � � :fl p GA rE VAL VC . . E L IN - DRAIN W EXTENSION TALL PIPE PENETRATIONS believe - V 3 HYDRAULIC CEMENT SEAL • �. �' INTERMEDIATE BRACE REOD. FOR evide ° 4" TYPICAL) Q EXTENSIONS LONGER THAN 10'-O' i <��s�� ��`� �oUSeSr B TR E N 3 O i250 GAL. - , ,i omen ees, fence,, ° 0 5'-3" ,i 2 BALL CHECK VALVE b repres that I h c .. o „ any dista O 75O GAL•. t DDO GAL. CLEAN r 1-1/4' hCP.T. GATE VALVE / 7. l t fort ' ih� 0 w•V Q 4-5 W-Ol" SAND w p ..,j_ 2 Lu BACKFlLL J \ ' DOUBLE BUTYL ROPE SEALANT �• LJ_I I - �00c •: a7 O 0 J 3" O �,y I� J-1 OTHERS) DISCHARGE ✓ :D > Q • '"'"""""" 61.J � • t 1" FLEXIB((,,E PIPE CONNECTOR / BY LOCKJOINT OR EQUAL 'j TRANSITION DISCHARGE PIPING TO 1-!/p' HDPE SDR-9 r^ TUBING WITH BRSS THREAD x COPR£SSIOlV FITTING W lNV. OUT I-1/2' FORCE MAIN . CIV \ 5'-5+� 4' PVC INFLU260P/E ' 'L' t, CONTRACTOR TO DRILL A 1/�' WEEP l•�LE IN BOTTOM OF FORCE MAIN BETWEEN G.V. AND PUMP PIT l��o HYDRAULICALLY SEALED DISCHARGE FLANGE LJ t 1000 GAL. l' LLVLL HYDROMATIC DSP 33 1/3 H.P. 1730 RPM CAST IRON EFFLUENT PUMP OF APPROVED EQUAL 750 GAL , 48' I.D. PRECAST CONCRETE MANHOLE WITH EXTENDED • o �` MONOLITHIC RISE BY FORT MILLER OR EQUAL x - 4-5 �• •:: nia+ar 4'-O" . . 36 D'PREMANUFACTURED FIBERGLASS BASIN PAC E LIQUID 1250 Gql M BY HYDROMATIC OR APPROVED EQUAL MAY BE SUB PI LEVEL t 0'-2» T !INSTALL PER MNUFACTURERS' RECOWM£NDArims.) Q / I . )U FACE ) HIGH DENSITY W13LYETHYLENE . ••e �'r ', � ;. `•i:. � f° � • ' PIPE SEALS PROVIDED AT ALL PIPE '--- ova CONNECTIONS SHOWN, 6' PEA sroNE [� W z ................................... LEVELING COURSE m �t O >> 750-- 1000- 1250 GALLON IMIDISTU4BED SU/GRADE �- = o ENLARGEM ENT SCALE : 1 10 Coo10 0 . J z LACK'°-DERS•DW° SEAMLESS SEPTIC TANK RESIDENTIAL / SIMPLEX EFFLUENT PUMP STATION W - 1- LTSCALE - .011 U (n NOT Tl7 SCALE E v c xREF SEAMC _SEP_7•ANK,DWG L, c- Q NOT TO SCALE a _ I n o �✓ l