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Septic Site Plan DESIGN INFORMATION GENERAL NOTES- SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO DESIGN FLOW DESIGN PERC. REO'D LENGTii OF CLARIFY ANY DESIGN LAYOUT DETAILS. i BEDRMS GAL. AY RAMIE- I A7FRA!S TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT SCALE 3 330 GAL/DAY 1-5 MPI 938°-255b*=,03' DRAWINGS. 11 NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' --� 3.ALL PERMITTING/VARIANCES TO BE OBTAINED BY CONTRACTOR AND/OR PROPERTY OWNER. PROPOSED INSTALLATION: OF TREATMENT AREA. NORTH TRENCH SYSTEM WITH ADS RANCOR ARC 24 CHAMBERS ti COMPLETELY R OVEI OR FILL IN EXISTING SEPTIC 4.FULL TIME OR MULTIPLE CONSTRUCTION V :. ' COMPONENTS. TOTAL NUMBER OF LATERALS = 2 I INSPECTION IS NOT INCLUDED WITH SCOPE r "k i 1 t4 LENGTH OF EACH LATERAL = 55'-0" I LOCATE WATER LINE AND of WORK. r TOTAL LENGTH OF LATERALS = 110' MAINTAIN 10' HORIZONTAL SEPARATION TO SEPTIC, TYP. * PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN I -- r_ a4 TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERSWITH i NEW 1000 GALLON CONCRETE k• !`J o^--� SIDE ALS. TA LE BOTTOM AREA & VOLUME OF 7.00K. T & OPEN I TANK WITH FILTER.SEE DETAILS. PROJECT LOCATION FLAN SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. I .-- I SOLID 4 0 SCH40 AT I NOT TO SCALE SOILS INFORMATION: I PER FOOT, TYP. r� i q fil PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) I Q DTP = DEEP TEST PIT I ��' ', It is a violation of NYS education law for any person, rn TEST PERFORMED ON 03-21-20 r unless he is acting under the direction of a licensed D-BOX Z professional engineer, to alter any item in any way. 1 � I J 0'-12" DARK SANDY TOPSOIL ee i !e J g 12"-26' REDDISH BROWN SAND, I 0 W 26"-61" GRAY COURSE SAND i Df 0 ' NO GROUNDWATER OR MOTTLING NOTED m J ��_— --- LOT INFORMATION: �o SOIL CONDITIONS ARE SIMILAR FOR ENTIRE MOBILE HOME PARK, LLJ TAX MA FINDINGS. 3 0=3.14—1 —5 2 SEVERAL TEST PITS DUG THROUGHOUT PARK WITH SIMILAR I too Z� FINDINGS. I i Y TOWN OF Q U E E N S B U R Y PT #1 STABILIZED PERCOLATION RATE: 1:55 MPI I L1 - L2 ` LOTQ PT #2 STABILIZED PERCOLATION RATE: 1:35 MPI I SIZE: 48. 9. ACRES 0 2 (LATERALS AT 5 N APPROVAL STAMP / NOTES p ADS RANCOR ARC 0 o INSTALLER TO LOCATE ALL UNDERGROUND N 24 CHAMBERS r UTILITIES PRIOR TO CONSTRUCT ION. M � SEE DETAILS. tC LU i TREE t - - _ WATER P O FD LINE i FarSeV,,.qge Dis.posaj I NEW — I -------—f-- YORK TATE D f0 I ?ARKING IPARKING AR M ENT OF HEALTH ——————— P N ---———— ---- ----- N Daie O ° TOWN OF QUE 1C N I LIEF SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER 0 0 a� I BUILDING & D "' " "' i Reviewed By: PROJECT: FOREST PARK — WOODLAND PATH Date: a LOT #31 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) I A7TANK ILT TIE—IN DIMENSIONS FT DRAWING TTILF A B C D I � OFl K . 'U RKENGINEERING, PLLC SITE PLAN 225 RUGGLES RD.,SARATOGA SPRINGS,NY SEPTIC EXPOS D RISER �"' r, 518.581.3893 FILE NAME SITE D- SEPTIC I PLAN SCALE ," = 20°-0" L1 BEGIN _ NO. SUBMITTAL /REVISION APP'D. DATE ' ' DATE JULY 2021 aLLL2 END PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS ,� fx` A ISSUED FOR REVIEW/APPROVAL RKR 7/2/21 w AND AS PURPORTED BY PROPERTY MANAGER. �'� ;19R �� REVISION A a aBEGIN THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUSTA 795 END I NOT BE CONSTRUED AS SUCH. �� �Q>y SHEET FES SIB 1 OF C-001 2 MOUND TOPSOIL FOR SETTLING. PROJECT NOTES: SEED AND COVER WITH STRAW. 61, 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2O10 NYSDOH APPENDIX 75-A. 6' SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - TYP. MIN. INDIVIDUAL HOUSEHOLD SYSTEMS`& 'NYSDOH - (GREEN) DESIGN HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GRAVELLESS NATIVE GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. , CHAMBER EARTH I_ 2. RECORD DRAWING BASED ON ONE SITE VISIT INSPECTION OF INSTALLED BACKFILL III- EXPOSED COMPONENTS, NO UNEARTHING PERFORMED. " 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND =11Irm I12 CHAMBER 1-III_III ONE CHAMBER IN ACCORDANCE 1MTH ALL NYSDOH AND SYSTEM MANUFACTURER'S II- 1- HEIGHT REQUIREMENTS. z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION DO NOT SMEAR SOILS DURING 2' DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY EXCAVATION. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE `14 INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. DEBRIS, RAKE FLOOR & WALLS. _` 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. -- %/ -7 f ' - NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR Cal IMPERMEABLE STRATA I 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A FEB 3, 2010 ; A 25% r REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF ARC �y �J A�®® 0 C 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 -n M I DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. �1 �e �1 0 P GRAVELLESS CHAMBER TRENCH TREATMENT SECTION 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS tZ WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK (--T-T---------- 24" DIA { $ 6 9. READILY VISIBLE WELLS ARE SHOWN ON PLANS. NOT ALL WELLS MAY BE 4' DIA. SOLID PVC I I I I 1 ! FEASIBLY LOCATED. -< T i INLET II OUTlFT ---®^4�� 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL L I I I i CAUSE FAILURE OF SEPTIC SYSTEM. INLET O OUTLET L-L1---____-- PROVIDE EFFLUENT FILTER. SEE NOTES, APPROVAL STAMP / NOTES J LOCKABLE COVER, TYP INSTALL RISER & EFFLUENT FILTER (POLYLOK PL®122) it is a violation of NYS education law for any person, unless he is acting under the direction of a licensed 1-1/2' PRECAST professional engineer, to alter any item in any way. CONNCRETE BAFFLE pN BACKFI7LLL WITH CLEANOR EQUAL BAFFLE IN 8 INCH LIMFTS AID TAMPED STOP SOIL, GRADE REMOVABLE COVER EFFLUENT FILTER / 'OP SOIL SEED & MULCH COVER /// WATERPROOF SEAL x 12' IN z x POLY RISER INLET INVERT t e p 2' ABOVE I' l l cV U INLET ) OUTLET INVERT i ii lill I r�ilal li' ul'Iii ( OUTLET io NEW YORK STATE DEPAR1 LIEN I OF HEAL: INLET - CAULKED F CAULKED Glens Falls District Office JOINT z a JOINT - OUTLET mo QUI SANITARY TEE W/ SANITARY o nLEVEL EFFLUENT FILTER Refer to first sheet for approved date and Signature, 2' MIN. TEE 3' MIN 12' MIN L — , CLEAN SAND PEA _ GRAVEL OR AGGREGATE Arl, ri-iir-I L. IF DESIGNED TO USE EXISTING SEPTIC TANK,PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE CHAMBER REPLACEMENT DESIGN IC RE GRAVELLESS CHA TPM MAINTAINED. TANKS SHALL BE PUMPED —SEPTIC jj T 1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS PROJECT: FOREST PARK WOODLAND PATH 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, NATH 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 WITH 34 S,F. EFFLUENT FILTER (IF INSTALLED) SHALL LOT 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. F A 1 L U R E COULD 0 C C U R . 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY} TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT. -FOR NOT 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, ©FEW RKENGINEERING, LL DETAILS SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4 PER FOOT. QS K AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 225 RUGGLES RD.,SARATOGA SPRINGS,NY WITH LIQUID 11GHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR � Q' 1� 518581.3893 FILE NAME DETAILS SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT. 5, USE DOUBLE SIDED STICKING RUBBER BUTYL FOR SCALE AS NOTED DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. NO. SUBMITTAL / REVISION APP'D. DATE I DATE JULY 2021 NEW CONCRETE 0 A ISSUED FOR REVIEW/APPROVAL RKR 7/2/21 REVISION A W DISTRIBUTION BOX NEW CONCRETE SEPTIC TANK �d °�� w$ A 95a SHEET a a SCALE: NONE SCALE: NONE �0FLSSI��P C-100 2 OF 2