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SEP-000370-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000370-2017 Date Issued: Thursday, December 21, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000370-2017 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 19 Briwood Circle By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r: �-J property owner of the responsibility for compliance with Site Plan, V 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-000370-2017 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 $0.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Residential Septic Alteration 19 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 eensbuj 71Jhurs 9_2C 17 SIGNED BY: �•VJ for the Town of Queensbury. Director of Building&Code Enforcement nQ"raq�18' SEPTIC DISPOSAL PERMIT APPLI LiceUseIOL 742 Bay Road,Queensbury,NY 12804 �UD ��O> �p�Torn orCt=rmbury P:518-761-8256 www.gueensburv.net Tax Map ID#: V'��7' 5 Z TD. 1 • Invoice#:_15 � 13 SProject Location: wc.,�J ce Yes No Primary Owner(s) 6 trG7 C=( IL- Mailing LMailing Address r�.e r �, V ee r S �j ,riljx, i Z�b Phone & Email - 777 t5 cN Y7 ' _ e - _ Installer/Builder Mailing Address Phone & Email _ 'Z, �70-7 -e, n Engineer ,/ Mailing Address L Z �� 1c,C c to o<<, ./ • Z Phone & Email Contact Person for Building&Code Compliance: u < �G,n,n r Phone: RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes o Installed? (circle one) 1992-Present � 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 fai to make a material fad or circumstance known by or on behalf of an applicant,shall be void. I have read the regulatio and agree to We by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. /^ PRINT NAME: rt < C/, " DATE: SIGNATURE: /��� DATE: �J Z6 l Town of QueensburyBuil ing&Code Enforcement 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 w_W _ N S N. SITE INFORMATION.. GENERAL NOTA _.L j c• PT – PERCOLATION DESIGN INFO 1. SEE NOTE SHEET. CALL ENGINEER TO DNSIGN FLOW D INFORMATION PTR SOILS (LOC INFORMATION:SEE .,AN) _...., .. u u. ATI O ' � REO°D LENGTI-I OF – ® p TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS. GAL,/DAY �M Z ST PERFOtt EDTON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. 2.USE DIMENSIONS GIVEN: 0 NOT 3 330 GA / 1-5 MPI ., SCALE DRAWINGS. ' DWELLING SUPPLIED WITH MUNICIPAL WATER a, Uir #1 i41_E 51'IE FLAN FU D LING i � 1 138–25%*-103'„ { 0;N 128 DREDDISH Q D SH BROWN SAND. OK SANDY TOPSOIL.ROOTS F TREATMENT ACTIVE EGAREAING WELLS NOTED/VISIBLE WITHIN 100 tY a ' 1 PROPOSED I / SYSTEM WITH ADS ED I STALLATION: 28"-71" GRAY COURSE SAND `.. "" PROPERTY OWNER. ACTOR AND/OR 3 ALL PERMITTING VARIANCES TO BE OBTAINED BY CONTR D 0 TRENCHARC 24 CHAMBERSI NO GROUNDWATER OR MOTTLING NOTED ' THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT v" TOTAL NUMBER OF LATERALS = 2 PROJECT FOR LOTS #I THRU #19 ON BRIWOOD CIRCLE. THE EXISTING FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO - 4 LENGTH OF EACH LATERAL = 55'-0" A ONE 10'+ DEEP SEPTIC TANK AND PRESUMED DRYWELLS r ' NORTH (UNKNOWN LOCATION). u y, PT #1 STABILIZED PERCOLA71 ._. ON RATE: 1 05 MPI ..°^ T #2 STABILIZED PERCOLATION RATE: 1:10 MPI I `" LATERALS 11 - _TOTAL LENGTH OF L. .,... . .,. ,.. ,... ,...:,.:. .. • PER NYSDOH APP. 75–A(FEB 3, 2010); A 255' REDUCTION IN I \ TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS PROJECT pp NTH 1.6SFFT OF PLAN SIDEWALLS./TABLE 6C OQMNYSDOHB"GREENMEHANDBOOK./FT & OPEN t NOT TO SCALE LOCATION W ' z • It is a violation of NYS education law for an person, PROPERT� LINE y T\ unless he is acting under the direction of a licensed APPROXIMATE LOCATION OF POWER LINE I • professional engineer, to alter any item in any way. ACTUALrn COM UT z MAYVARY DUE TO BURIED UTIL UTILITIES. ' INFORMATION: I PARKING ` TAX ...MAP _ . . #: 30.8.14-1 -52 LOT #19 EXISTING 3 : _TOWN OF QUEENSBURY BEDROOM /� / ACRES F ER FOOT, TYP. . DWELLING - SOLID 4 � SCH40 AT APPROVAL I STAMP / NOTES "' u M INSTALLER TO LOCATE ALL UNDERGROUND 2 LATERALS AT 55 EACH. . L1 NEW 1000 GALLON CONCRETE - ADS HANCOR ARC 24 CHAMBERS. TANK WITH FILTER.SEE DETAILS. UTILITIES PRIOR TO CONSTRUCTION. SEE DETAILS. 6 r- 55 LOCATE WATER LINE AND x-10 MIN. L2 MAINTAIN 10' HORIZONTAL D—BOX I (� SEPARATION TO SEPTIC, TYP. ° PARKING SHED AS BUILT SEC Z 0 2017 -- — _- U) TOWN OF QUEENSBURY • BUILDING 8 C r)ES EXISTING 3 LOT #17 BEDROOM ® n.. DWELLING SEPTIC REPLACEMENT DESIGN GLEss , .. CI CHAMBER > F „ PARK BRIWOODROLE ROJECT: FOREST — t LOT #19 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) ®�NEW .. EAV SITE PK0 PLLAS-BUILT TIE—IN DIMENSI1.ON11 ( ) �•� RMENGINEERING, - pRAWmNG nTI,E;. S FT.. ..:. � � AN „ A B C D �� �' ' FILE NAME _ 225 RUGGLES RD.,SARATOGA SPRINGS,NY ii 518.581.3893 " -SITE'.- „..,, ... : N S1 TE PLAN P!0 SUBMITTAL / REVISIOfI APP'D DATE SCALE 1 — 20 0 L1 BEGIN 5 I 55 PLOANDTPLAN AS PURPORTED BY PROPERTY MANAGEROBTAINED FROM . COUNTY GIS �FkCFL51Q0. A - ISSUED FOR"REVIEW/APPROVAL . A' DATE MAY 2017 D—BOX 3 55 L1 END 59 I 14 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST Cfl .7 0�� RKR /x/17 1 N, r REVISIO o v = _ d / <{, 1 RECORD DRAWING -RKR s/si/n � 4 BEGIN 5 54 NOT BE CONSTRUED AS_SUCH. A 9S aHEET o `� LL4 END 59 8 \ co C— 1 1 of CL a ^ ' PR0uECT-NOIES:' � WOUND TOPSOIL FOR SETTLING. |�i SEED- AND COVER WITH STRAW. 1. SYSTEM DESIGNED mACCORDANCE WITH emomYSmmAPPENDIX 75-4 G' 0 ocs wY000x'n "APPENDIX 75-A. WASTEWATER TREATMENT STANDARDSMIN. INDIVIDUAL HOUSEHOLD unSnEMa"& ^wYSmox - (GREEN(GREEN) DESIGN xmvoaoox FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. - NO | ` GUARANTEE ON SYSTEM PERFORMANCE onLONGEVITY. | GRAVELLES3 NATIVE � . CHAMBER � �ponw«nnw ow rx�� onx�woo vo nm ��no o,nnEM oco.om PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED, BACKFILL | i 3. CONSTRUCTION SHALL Bs ^aSHOWN ON THESE DRAWINGS AND � � a 12'' CHAMBER-& \`- ONE CHAMBER IN ACCORDANCE WITH. ALL wmmox AND SYSTEM wmvupxoTuncn'y HEIGHT ncomaoaswTn�� pROpO-ED 0RADE' gLOpE T0 LONQTUD|NAL SECTION oDO NOT SMEAR SOILS DUR|NG-_�_2, DRAIN. SEED AND MULCH. � xu wmnx wour �w�x NTH LOCAL, STATE & r�Enm- oA�� �� | TREGULATIONS, (w�mV*, oo*x. w�mo¢ PERMITTING REQUIREMENTS AREEXCAVAT|ON' N5ALL LEVEL. REMOVE mcncspowmmuTYmrmcowwcn. � DEBRIS, RAKE FLOOR & WALLS. i / �--- -�' u SHALL as xcpr AWAY FROM THE n�xnwsm7nsuz . '/ / /�///' //�'''' ////' ��``�CROUND VYATE BEDROCK 0R wo �H/C�n ^u��oowrncmwswTnsm. � IMPERMEABLE STRATAa oucAxso nRExnwcwr AREA FLoono AND wAuu ARE TO BE nAmsu. | �\ uoz z TREATMENT FIELD SHALL 13E onAoco TO SHED RAINFALLRAINFALLmv TO �'�^ ~`~~~' ~' ' ox�nr oonp�c nowon� n�ow ^o��oswr *nc�n | � ^ x�uvc,^m � ."""^" "�"'" = "^~~~~ WITH USE - ����� ����|�x�&� �����U�&�l� &� - . | o���� o*xw�� N� / /vm �� | === " "~=`==,~ ����^ ,="��,, ,�,��E� � ' | � VOLUME or zm^L/FT & OPEN moEWAmLS. ~' n�o�ovo��� ����s on o*�m* �u n�um �� GRAVELESS CHAMBER TRENCH TREATMENT � � / UV rncxnwcwT OR cmuOR/wAnow AND nLn*mow o,nnEM /wonAuLEo. ' / -- ' - x�� w�Tcn uoxur/ o*oou� acTsn�n psmunoAux SCALE: NTS ! � ' ' -�- ' nno rAwm �oL,-u� PL-122) N 24' um 9. INSTALL EFFLUENT FILTER IN ssp 4PRECAST now mcpno n^mx A mnsn on cooA�--T �u oxnB^mc GRINDERS AND wAn� TREATMENT SYSTEM nxA� NOT ATTACH___ WILLTn nspno NO nuwp poup DISCHARGE xuowEo LEAKING FIXTURES oAonc FAILURE or SEPTIC nYana L_L�_________ '"~~~^ ~'~^~INLET OUTLET FILTER. APPROVAL STAMP / won� INSTALL RISER � EFFLUENT FILTER ( OL "LO ^ 122) u m n womuv m w,s vau0000 m* for unless »ow '- � - direction mvo�nvmd ^..._.� .~� ... professional engineer,��o�� wxommvnvnux BACKFILL WITH CLEAN - HED GRADE CONCRETE BAFFLE u , u ° , ""IN u n ua" '- TE TERI EFFLUENT FILTER /FIN'S So REMOVABLE COVER / .'CVERN -_ INLET INVERTOUTLET F1--_—POLY RISER | l| INLET- -- ' �JOINT �� I4� �-* TEE �|FILTER | VEL EFFL | / . U TEE / Ja `ooLKxom | � 12" MIN.[ _`^�". -' (3/4- - / 1/2")r-- IF OR AGGREGATE DESIGNED TO USE EXISTING ycpno TANK, puwp OUT AND mxpcoT omsnwo TANK. pnowos WRITTEN REPORT roENGINEER. a,srcw oowpowcwru o*^u as ' - ---SEpTlC REPLACEMENT DESIGN GRA0�V/ELLESS CHAMBER MAINTAINED. rAwxo SHALL BE powpco ' -�. � pT�p1. MINIMUM �� o��n � m�� OUT AND INSPECTED EVERY u YEARS - �� p/pc »o/wnyxoosos^u� uoomnowr - nmnasunuowson �ssmmxox^u oc �.000 uxu�wa mm on ��auronopnw«� psaronw�woc� FOREST PARK' ''' ""''MIN' . � 2. SPEED u�w�wo DEVICES SHALL as USED ow ALL - u/asz ««npA«s AREA. EFFLUENT/.uoo GALLON TANK �rx »* S.F. EFFLUENTFILTER (/r /wsr«uc» SHALL � .� CHECKEDBE OUTLET PIPES. SURFACE AREA | ,q +19 - FOR EACH »»»,`/mw*L oconoou mm mm uAu�wo & r S.F. REGULARLY. rx| Lu n c oou Ln noou n . | ! n� SEPTIC TANK roo-oox: *^ PVC onson�' uumn sonnmc -1u_»-p-IT'o'*-s-n-n-oA_u-. QUEENS amo_n�_.w_Y (TOWNon_m__or_m_o_�_m_u_o»n_0 nomr :mwT� wm' uu�� ��� pcnrnur - �mxor �B�PA AND/OR GARBAGE umwnsnmm �m GALLONS roTANK SIZE FOR sAcx� �l! D�m0N�IO�: � THE amPs oroun�rPIPES acr*cev THE DISTRIBUTION oox AND rn/oo ow LATERALS u. BUILDING TO SEPTIC TANK: � pvo �m. *» PIPE, LIQUID TIGHT JOINTS, |R01111VAPFENGINEERING9 PLLC DETA|LS smooLu as SLOPED xrLE*or V3u pse roor w/w. SLOPE 1/4- pcn FOOT. zcnnuooeono_u^n^`on^spmwsu.w, AND uowornuo7so OF 4" p»« soy' *o OR yone � yspno �mxnon_ooxun powp mmm *^ PVC um. ^o �psun 518,581.3893 �� wm«s DETAILS us WITH LIQUID TIGHT JOINTS. R / « rwo1/8psmFOOT. momE AS worcu 5. USE oou�Emnso STICKING RUBBER BUTYL FOR 000su o,mn�� � �Pnon�xr000wyTmono �Rwn�nx omnuwcc � N� SUBMITTAL REVISION 1APp.o DATE DATE MAY 2017 ^ /mso pn nssw/�p�nov � nm /' , =~ _—�V�� , ~� REVISION CONCRETE -��'-�--~1��=� ��L ��� TI= TANK nsonno onA�wo nxn *m^/ � SHEE DISTRIBUTION BOX - Ld \ 03 ` SCALE NONE | �-lUU ~ ' ^ SCALE NONE �^ ` | ' u � � . � -��=�=��. . . | --------'-~~' ---���� /