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SEP-000369-2017 ` TOWN OF QUEENSBURY aw r 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000369-2017 Date Issued: Thursday, December 21, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000369-2017 has been completed. Tax Map Number: 308.14-1-52 Location: 183 PITCHER RD Owner: FOREST PARK MHC,LLC Applicant: Stone Installations This structure may be occupied as a: Residential Septic Alteration 9& 11 Briwood Circle By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 4 4�t Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000369-2017 Tax Map No: 308.14-1-52 Permission is hereby granted to: Stone Installations For property located at: 183 PITCHER 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 Owner Name: FOREST PARK MHC,LLC Septic Disposal-Residential $0.00 Owner Address: 183 Pitcher RD Total Value S0.00 Queensbury,NY 12804 Contractor or Builders Name I Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Residential Septic Alteration 9& 1 I Briwood Circle $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 29,2018 (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 Town of ursJ 17 SIGNED BY: (IiVyt�"/ /•YJ for the Town of Queensbury. Director of Building&Code Enforcement 6 SEPTIC DISPOSAL PER 1 Tet Only 742 Bay Road,Queensbury,N" 2,(q To.wn o(Qun•nxAnq P:518-761$256 =queen et UD036 �Tax Map ID#: 6 , 1 - _sz JUN 2 6 2017 :$ U U1)• Invoice#:Project Location: i'�� ^i bwi00 i OF QUEENS nce? Yes No Primary Owner(s) o r r J Mailing Address c �10 a e,� r J- lzanil Phone & Email 5/8_ _ 7 oe-t Installer/Builder " ` a iow Mailing Address oSr Ae. 50 liro ow t IV Y /Z 0 6 Phone & Email 9'/9- 47 _ 4707 Engineer 00 ati Mailing Address ZZ ,� G o W Z Phone& Email �A - 9 - 00 Contact Person for Building&Code Compliance: an o., Phone: 14L- 7771 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes o Installed? (circle one) 1992-Present O b PARCEL INFORMATION: Topography _Flat Rolling _Steep Slope _%Slope Soil Nature _Sand _Loam _Clay _Other Groundwater At what depth? / �- Bedrock/Impervious material At what depth? Domestic Water Supply —Municipal _Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size _gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: :Size: Alternative System Bed or other type: Holding Tank System Total required capacity? tank size ;#of tanks NOTES: 1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file-no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulati sand agree t bide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: N - DATE: �Z6 SIGNATURE: DATE: Town of Queensbury B 'ing&Code Enforcepp. nt Revised February 2017 GENERAL NOTES: DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO A BEORMS DESIGN FLOW DESIGN PERC. REO'D LENGTH OF PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL CLARIFY ANY DESIGN LAYOUT-DETAILS._..._...__---_ __ BRIE LATERALS DTP = DEEP TEST PIT TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELLING SUPPLED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: D ?L fV. t;', ^•,°� I 6 660 GAL AY 1-5 MPI 275-25%*=206' m SCALE DRAWINGS. >._:.. _ Y . j-- 0"-11" DARK SANDY TOPSOILROOTS NO ACTIVE NFJGH13ORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES BEI 6 �01Z_ t= PROPOSED INSTALLATION: 11"-28' REDDISH BROWN SAND. OF TREATMENT AREA. JUN 2--'OBTAINED BY CONTRACTOR A djO 1 t 1 ;g�1 28 O G TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GRAY COURSE SAND NO GROUNDWATER OR MOTTLING NOTED PROPERTY OWNER. - ti THIS DRAWING IS PART OF A SEPTIC SYSTEM REPL Mtftf)F TOTAL NUMBER OF LATERALS = 4 PROJECT FOR LOTS fl THRU X19 ON BRIWOOD.gRCLEi� EXISTING FAILED SEPTIC SYSTEM COMBINES AiESE-9_'fMq-F 4 ,- f ?2 t t LENGTH OF EACH LATERAL - 55'-0" ONE 10'+ DEEP SEPTIC TANK AND PRESUMED DRYWElLS TOTAL LENGTH OF LATERALS = 220' NORTH (uNKNotiN LOCATION). PT Y1 STABILIZED PERCOLATION RATE: 1:05 MPI _ PT 2 STABILIZED PERCOLATION RATE 1:10 MPI N �/- _ * PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% REDUCTION IN © "' PROJECT LOCATION PLAN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA 6e VOLUME OF 7.5GAL/FT de OPEN � I � c o O � .SIDEWALLS. TABLE 6C OF NYSDOH 'GREEN` HANDBOOK. I M rn • I z NOT TO SCALE co -n w I I PROPERTY LINE I Z o 0 -0 o � s — N go C I APPROXIMATE LOCATION OF POWER LINE I Ca r�1 o It is a violation of NYS education law for any person, w 00 rm m r- � � unless he is acting under the direction of a licensed N 3 I ' 1 I ' cn rnn r0 professional engineer, to alter any item in anyway. r* I = zmr<T' � o APPROXIMATE `�: ' I m z r D (D Q LOCATION OF I o ,� a o Z LOT INFORMATION POWER LINE o M W TAX. MAP : 308.14-1 -52- i ' m M TOWN OF . QUEENSBURY at I I � � �CD gE3r' FILE OP LOT SIZE: 48.9 ACRES ® I D OOM DWELLING ® PARKING SOLID 4"0 SCH40 AT APPROVAL STAMP /.NOTES --- - Ll ER FOOT, TYP. ! ( INSTALLER TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ® 4 LATERALS AT 55 EACH. L1 A NEW 1000 GALLaN CO E ADS HANCOR ARC 24 CHAMBERS. :.-.........: ,.';.:::•: .-- - - TANK-WITH FILI�:SE .IDT S. SEE DETAILS. �� APPROVED 5 LOCATE WATER LINE AND I E DTP91 MAINTAIN 10' HORIZONTAL � ;;;,. l- �v For Sewage Disposal r SEPARATION TO SEPTIC TYP. �'�� 1,. 0'� �� .'..:...::....:. :. Q ����_ � � NEW TA ENT OF HEALTH L, W YORK STAT EPARTNi :. .W-ate E 1 IN. L4 D—BOX O P.E. SEVERAL TREES a TO BE REMOVED NEW 1000 GALLON CONCRETE Date BY OTHERS. TANK WITH FILIER.SEE DETAILS. LOT g EXISTING 3 # BEDROOM I SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER PARKING • DWELLING • — PROJECT: FOREST PARK BRIWOOD CIRCLE i ACTUAL SEPTIC COMPONENT LAYOUT 0 LOTS #9 & #11 MAY VARY DUE TO BURIED UTILITIES. 0 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) DRANG TITLE: AS—BUILT TIE—IN DIMENSIONS FT QpFNER,y. UA K . O RKENGIMIErERUMS, ;LLC SITE PLAN A B C D225 RUGGLES RD.,SARATOGA SPRINGS,NY SEPTIC SITE PLAN 518.561.3893 FILE NAME SITE h Q'i SCALE 1" = 20'-0" N D—BOX rNO. SUBMITTAL / REVISION MRKR5/8/17 DATE MAY 2017 L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS ISSUED FOR REVIEW/APPROVAL R L1 END AND AS PURPORTED BY PROPERTY MANAGER. f<< oR Sy REVISION A o c~� THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST o L4 BEGIN NOT BE CONSTRUED AS SUCH. dA Ed F79 O y 1H� OF -j ML4 END �� Ess10 �' C-001 2 PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - 6' SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN 6 BURIAL DEPTH WILL VARY AND HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO TYP. MIN. EXCEED 24". INSTALL LATERAL ABSORPTION END VENT >3' DEEP. GRAVELLESS NATIVE TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. CHAMBER EARTH I � � 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILL III_ 11=1_1 I III=I I �lll- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND — 1-1 ISI » II—I IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S All IPam, I 11=�2 CHAMBER '�I�I" - - I-�I ONE CHAMBER -III I I- I_ _ 11=11' REQUIREMENTS. I� H HEIGHT z ONE SECTION PROPOSED GRADE, SLOPE TO 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY 2' :2 DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. EXCAVATION. DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. / _ NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A FEB 3, 2010); A 253: REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7,5GAL/FT & OPEN SIDEWALLS. /'+p �/� �+ y� u pCp-�/ c .GBA__VELLESS--. CHAMBER.._.1 RENCfL_T'REA—l_MENT ._SEC'nON 8. RECOMMENDA11ON: DOWNSLOPE OR SHALLOW WELLS_ SHOULD HAVE UV TREATMENT OR CHLORINA11ON AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 4PRECAST SNK r—T7------ 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH C I I I I I A RISER OR EQUAL INLET II �� OUTLET 10, GARBAGE GRINDERSAND WATER TREATMENT SYSTEM SHALL NOT ATTACH I �i�I I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL I I I I I CAUSE FAILURE OF SEPTIC SYSTEM. INLETOU11�T PROVIDE EFFLUENT FILTER. SEE NOTES. rg APPROVAL STAMP / NOTES INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) It is a violation of NYS education law for any person, LOCKABLE COVER, TYP unless he is acting under the direction of a licensed 1,1 2" professional engineer, to alter any Item in any way. CONCRETE BAFFLE BACKFILL WITH CLEAN OR EQUAL BAFFLE ON-SITE �gIERIgL p�pCEp FINISHED GRADE REMOVABLE COVER IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER 10P SOIL, SEED & MULCH WATERPROOF SEAL x 12� MIN r X, z ` ,, / i ✓ ¢ a POLY RISER INLET IN 0 0 AeoW NEW YORK STATE DEPARTMENT OF HEALTH INLET i °"'LEr I"vERr ( OUTLETGlens Falls District Office lil Refer to first sheet for approved date and signature. INLET Illi CAULKED CAULKED JOINT 3� JOINT .. - OUTLET =o QUIE SANITARY TEE W// c o EFFLUENT FILTER Ili! itl TEE I ULKHEAD �^ 2" MIN. 3` MIN SAND, PEA 12" MIN. � �� �� �� r �- 7 Pe GRAVEL OR AGGREGATE =IDT a dui i i nr~ATF (3/4' — 1 1/2.) IF DESIGNED TO USE EXISTING JSEPTIC TANK, PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OUT AND INSPECTED EVERY 2 YEARS pROJECT: FOREST PARK BRIWOOD CIRCLE 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE; 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL — 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK PATH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL LOTS #9 & #11 OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. I FA I LU R E C OU LD 0 C C U R . 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 4. THE SLOPE OF OUTLET PIPES BETWEEN THE GALLONS TO TANK SIZE FOR EACH. DRAWING.TITLE: DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4' PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, �OFWp RI&EMODHEE-RUMS, ��� DETAILS SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. j{ AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 �j 225 RUGGLES RD.,SARATOGA SPRINGS,NY WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. PIPE OR Q' 518.581.3893 FILE NAME DETAILS SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT.. 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR ti �", SCALE AS NOTED DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. NO. SUBMITTAL / REVISION APP'D. DATE N NEW CONCRETE FOR EACH MOBILE HOME UNIT PROTIDE � � DATE MAY 2017 '� w ISSUED FOR REVIEW/APPROVAL ]RKRs/s/n o W DISTRIBUTION BOX NES! 1000 GAL CONCRETE SEPTIC TANK o795Q� ti$ REVISION ASHEEr A o x SCALE: NONE SCALE: NONE �OpESSIo�P C-100 2 of a- a 2 --- L DESIGN INFORMATION J S FORMATION 1 SERE NOTE SHERAL EET. CALL ENGINEER TO PT = PERCOLATIONTEST (LOCATIONS, SEE .,. ..•.,, SITE INFORMATION: IN pE§IGN FLOW DESIGN PERC. REO'D LENGTH OF � PLAN) TOPOGRAPHY A7 TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS. GAL.4AY LATERALS - - _ TDTP DEEP TEST PIT EST PERFORMED ON 05-08-17 WITH STONE NYSDOH DWELLING SUPPLIED WITH MUNICIPAL WATER fi0 GAL/DAY 1 5 MPI ` 275'-259x' 206 AND • . 2. GIVEN: DO NOT A N b� s SCALE DRAWINGS. USE DIMENSIONS �ir Ss'sY�' NY.APir'OfK LOI':AYYUIV).....INDUSTRIES ,. ` 0"-11" DARK SANDY TOPSOIL.ROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES TO BE INSTALLATION: " `. �'' I^' u t; PROPOSED ..,,..,..W..••..., � 11"-28" REDDISH BROWN SAND. OF TRE�TMENT AREA , ' TRENCH SYSTEM WITH ADS HANCo28"-71" GRAY COURSE SANDPROPERTY OMER. ., OBTAINED BY CONTRACTOR AND/OR R ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT TOTAL NUMBER OF LATERALS = 4 PROJECT FOR LOTS eft THRU #19 ON BRIWOOD CIRCLE. THE r } e LENGTH OF EACH LATERAL = 55'-0" EXISTING FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO (' _ - DEEP SEPTIC TANK AND PRESUMED DRYWELLS _TOTAL LENGTH OF LATERALS — 220' PT #1 STABILIZED PERCOLATION ONE 10+ ) o I RATE: 1:05 MPI NORTH (UNKNOWN LO^,ATION _ PT #2 STABILIZED PERCOLATION RATE: 1:10 MPI # PER NYSDOH APP. 75-A(FEB 3, 2010), A 2595 REDUCTION IN • TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS • - WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/F7 & OPEN e PROJECT LOCATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH "GREEN' HANDBOOK. _ NOT .TO SCALE1Y"....,.,... ,. „.................................W„ a PROPERTY LINES APPROXIMATE LOCATION-'OF POWER LINE - a It is a violation of NYS education law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item in any way. APPROXIMATE LOT INFORMATION. LOCATION OF POWER LINE TAX MAP #: 308.14-1 - 52 TOWN ' OF . QUEENSBURY EXISTING 3 i LOT #11 ' BEDROOM __LOT SIZE., 48.9 ACRES PDWELLING PARKING /- I APPROVAL STAMP. . SOLID 4"0 SCH40 AT , ... . . P / NOTES FOOT, TYP. INSTALLER TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4 LATERALS AT 55' EACH. L1 -:p A NEW 1000 GALLON CONCRETE ADS RANCOR ARC 24 CHAMBERS. I..' . .. .. TANK WITH -FILT .SEE DETAILS. SEE DETAILS. 55 - 1 LOCATE WATER LINE ANDfS BUILT ` MAINTAIN 10' HORIZONTAL 6 PT#2 -1 .. . `WYE PTP' 1 SEPARATION TO SEPTIC, TYP. �,- . .N l#i DEC l .r -1 IN. L4. .,.. .., r I \ D-BOX- O t ' I .�t ��jQUAir% 'B SEVERAL TREES • &CODES TO BE REMOVED j�- .-NEW 1000 GALLON C)NCRETE ~-� S BY OTHERS. j TANK WITH FILrER.SE-_ DETAILS. EXISTING 3 PARKING LOT #9 BEDROOM I DWELLING 5P REPLACEMENT DESIGN GR AVELLECS SCHAMBER PROJET• FREST P �RK BRIOQD RCLE --- - - ACTUAL SEPTIC COMPONENT LAYOUT LOTS #9 & #11 MAY VARY DUE TO BURIED( _ UTILITIES.- - - _- - --� � ........ • ..".. .+. . 183 P.ITCHER ROAD, f Q...U..E.E..NS.B.UR.Y.., NY`® u (TOWN OF OUEENSBUR Y> AS..BUILT TIE-IN DI ......, MENSIOIONS (FT /p �, DRAWING TITLE: Rf „ t A B C D 225 RUGGLES RU.,SARATOGA SPRINGS,NY � (I g O Ed�1NI� ltll�i� Pt,.L.IC: SITE PLAN D-BOX 7 7 SEPTIC SITE PLAN 518581 3893 FILA NAME"II h , r e SUP PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS fir{ / fa A 0' d L1 END 61 I 63 AND AS PURPORTED BY PROPERTY MANAGER. ``J i£cis qxI'- C� NO. ISSUED FOR REVIEW APPROVAL RKR 5/8/17 DATE ( MAY 2017 L1 BEGINS 6.3 i 16 - THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST �;6\ _ RECORD DRAWING RKR 9/8/17 ',, ,...,.. ..,,.,,.,•,,. 1 SHEE „ Q W I 8 I 0 0 _ , L4 BEGINI NOT BE CONSTRUED AS SUCH. L4 END I 63.4 51.5 o �' � E 1Q c-Ofl1 2 PROJECT NOTES: ~ MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - 6' _ » SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN _ - 6 BURIAL DEPTH WILL VARY AND HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO TYP. MIN. EXCEED 24", INSTALL LATERAL ABSORPTION , GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. END VENT >3' DEEP. TRENCHES = 6 O.C. GRAVELLESS �- NATIVE _ �, 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER EARTH i_ PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILL 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND _,—_ =III — I IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S 1.=III=III=11' =111-1 —III=III=III=III-12 CHAMBER 1=III_Iii- — = ONE CHAMBER I r REQUIREMENTS. HEIGHT zPROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION 4, ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE DO NOT SMEAR SOILS DURING INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. EXCAVATION, 11 DEBRIS, RAKE FLOOR & WALLS. „ 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. IMPERMEABLE STRATA PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% 7. TREATMENT FIELD SHALL'BE GRADED TO SHED RAINFALL AND TO REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS RANCOR ARC= 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. _ GRAVE/� �/� ® ® �p u1 A Cp••� -ry 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE LLESS CHA ®ER 1 RENCH E!1 GIVT -SECTION,,1®N UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK -TZ- ✓ I I 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH 4" DIA. SOLID PVC I i I i I A RISER OR EQUAL. INLET TO 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH ff 1 -1-1 I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL I I I 1 I E FAILURE OF SEPTIC SYSTEM. L_L1_________ II INLET T OUTLET , PROVIDE EFFLUENT CA .11 FILTER. SEE NOTES. APPR1.OVAL STAMP / NOTES INSTALL RISER & EFFLUENT FILTER (POLYLOK PL--122) It Is a-violation of NYS education law for any person, LOCKABLE COVER, TYP unless he is acting under the direction of a licensed 1-1 2" PRECAST professional engineer,-to alter any item in any way. CONCRETE BAFFLE BACKFILL WITH CLEAN OR EQUAL BAFFLE ON-SITE MATERI�L PLA�E�� /-FINISHED GRADE REMOVABLE COVER IN 8 INCH LIFTS AN TAM EFFLUENT FILTER TOP SOIL, SEED & MULCH 7, WA I ATERPROOF SEAL x.." Co VE /.\ /,,/ •' „/ ?—SANITARY POLY RISER INLETINVERTUINLET ) OUTALEETT INVERT OUTLETDEC 2 0 2017 INLET - CAULKED—, ` y rCAULKED TLET JOINT w LIQUICJOINT a TEE W/ TOWN OF QUEENSBURY SANITARY— b LEVEL a< i� EFFLUENT FILTER BUILDING&CODES c 2" MIN. TEE utxHEAD� L� > 3' MIN �.,_... 12" MIN.[ - / :LEAN SAND, PEA GRAVEL OR AGGREGATE iTi-lir-III-nI-Ilirlll=1=11=IIIPIm (3/4" - 1 1/2") { = 1=11I-III=III=1Ti=III=TI=III-111-TTI=IIPI IF DESIGNED TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT EXISTING 'TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE BER OUT AND INSPECTED EVERY 2 YEARS MAINTAINED. TANKS SHALL BE PUMPED 1. MINIMUM TANK CAPACITY AS FOLLOWS: PROJECT: SEPTIC EFOREST REPLACEMENT DESIGN GRAVELLESS CHAMBER P1ARK BRIWOOD CIRCE M 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE; po #�¢ L. 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL LOTS tTJ �1 #I I OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE {}((�� 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. FAILURE COULD OCCUR . 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 GALLONS TO TANK SIZE FOR EACH. ., .. ., 4. THE SLOPE OF OUTLET PIPES BETWEEN THE W AW pRAW114G TITS DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, OFRI'VENGINEERING7 �9� ■liar SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. `S C QAND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 Q ' 2225 RUGGGLESS RD. SARRA0 ASPRIINNGS,NAY D WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Gj� 71 �� 518.581.3893 FILE NAME DETAILS DETAILS 5 DOSED SYSTEMUSE DOUBLE ISED STICKING RUBBER BUTYL FOR 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. ) No. SUBMITTAL REVISION APP'D. . . SCALE AS NOTED SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. DATE - o I woa wa . \ � ESf L5s5 IoR v ; DATE „ .., MAY 2017 �H NEW CONCRETE FOR EACH MOBILEH ® n ISSUED FOR REVIEW/APPROVAL REVISION 1K 1 RECORD DRAWING RKR 9/8/17 TNEV1000 CAL C®NCRETE SEDCTANKo�9 00 SCALE: NONE SCALE. NONE \\ C 100 2 ,. ,.,. OF