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Septic As Built GENERAL NOTES_ 1, SEE NOTE SHEET, CALL ENGINEER TO DESIGN INFORMATION SITE INFORMATION: CLARIFY ANY DESIGN LAYOUT DETAILS. DESIGN FLOW LiEQB DL2GN C REO'D LENGTH OF TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL LATER 2. USE DIMENSIONS GIVEN: DO NOT SCALE BAMDWELLING SUPPLIED WITH MUNICIPAL WATER. DRAWINGS. 3 330 GAL./DAY 1-5 MPI 138'-257*=103' G --- 3.ALL PERMET't1NGfVARPANCES TO BE OBTAINED WITHIN 100' NORTH BY CONTRACTOR AND/OR PROPERTY OWNER. NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE PROPOSED INSTALLATION: OF TREATMENT AREA. 4.FULL TIME OR MULTIPLE CONSTRUCTION TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS COMPLETELY REMOVE OR FILL IN EXISTING SEPTIC INSPECTION IS NOT INCLUDED WITH SCOPE �t COMPONENTS. TOTAL NUMBER OF LATERALS = 2 OF 4YORK i. � 4-__ LU LENGTH OF EACH LATERAL 55'-0" I Aj�V chrm TOTAL LENGTH OF LATERALS !I ' ` ' rF i PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% REDUCTION IN B R I O O D CIRCLE ; I= p TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELl..ESS CHAMBERS 14� FSEP O 8 �� i PR€�JEGT LQCATICN PLAN "'' WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN �# � I SIDEWALLS. TABLE 6C OF NYSDOH 'GREEN' HANDBOOK. NOT TO SCALE T v")N 0 .Uq�Er NSBUR`s' / ------------- :LJ Cr —__—_—_ PARKI Cs i; r SOILS INFORMATION: --------- ------- PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) PARKING { w, it is a violation of NYS education low for any person, DTP - DEEP TEST T LK1 unless he is acting under the direction of a licensed TEST PERFORMED ON 03-21-20 LOCATE WATER LINE AND �� Professional engineer, to alter any item in any way. MAINTAIN 10' HORIZONTAL 6' I_.y _ —7 t SEPARATION TO SEPTIC, TYP. cD : "� 0'-12' DARK SANDY TOPTOPSOIL � z 12'-26° REDDISH BROWN SAND. LOT INFORMATION: 26"-61" GRAY COURSE SAND ED NO GROUNDWATER OR MOTTLING NOTED I LT TAxr�A� (}. 3° p .f }�(� - 2 SOIL CONDITIONS ARE SIMILAR FOR ENTIRE MOBILE HOME PARK, 0 © AS Bu TOWN O F Q U E E t V S B U R Y SEVERAL TEST PITS DUG THROUGHOUT PARK WITH SIMILAR FINDINGS. Of ` Z 0O LOT SIZE: 48.9 ACRES PT #1 STABILIZED PERCOLATION RATE: 1:55 MPE PT J2 STABILIZED PERCOLATION RATE: 1:35 MPI �-� W APPROVAL STAMP f NOTES INSTALLER TO LOCATE ALL UNDERGROUND 2 LATERALS AT EACH, UTILITIES PRIOR TO CONSTRUCTION. ADS HANCOR ARC 24 00 CHAMBERS. SEE DETAILS. \ F- � a SOLID 4"0 SCH40 AT D-BOX \U PER FOOT, TYP. 1 Q., i NEW 1000 GALLON CONCRETE TANKS WITH FILTER.SEE SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER DETAILS.LOCATE AS FEASIBLE. PRO F R�C�� R - PRIVI�OC�D CIR LE ACTUAL SEPTIC COMPONENT LAYOUT MAY VARY DUE TO BURIED UTILITIES OR COMPONENTS. LOT #7�' 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) _ QRAWING TITLE: AS-BUILT TIE-IN DIMENSIONS FT p RKENGINEERING, PLLC SITE PLAN A n D r 225 RUGGLES RO_.SARATUGA SPRINGS,NY l.. 518 581.3893 FILE NAME SIZE Jt� SEPTIC TANK EXPOSED RISER s'CALE 1' - 20-0" SEPTIC SITE PLAN_ z 3 �:{ „L -VISION DATE DATE JULY 2021 D—BOX J� 76 t 1+ �' A ISSUED FOR REVIEW/APPROVAL RKR 7/2«� REVISION 1 L1 BEGIN 5 75 �' ` E', �� PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS t i RECORD DRAWING RKR s/+/zl Q L1 END 60 20 AND AS PURPORTED BY PROPERTY MANAGER. �A 079 5f,j b, y j [2A Uj L2 BEGIN rj 76 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST �OLSSlO'�A C-001 d a L2 END 6O 21NOT BE CONSTRUED AS SUCH. � MOUND TOPSOIL FOR SETTLING, PROJECT NOTES: SEED AND COVER WITH STRAW. 6" 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A, 6' IN SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS M TYP. INDIVIDUAL HOUSEHOLD SYSTEMS-& -NYSDOH - (GREEN) DESIGN HANDBOOK' FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GRAVELLESS _990 NATIVE GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. � CHAMBER EARTH 2- RECORD DRAWING BASED ON ONE SITE VISIT INSPECTION OF INSTALLED ACKFILL III` EXPOSED COMPONENTS, NO UNEARTHING PERFORMED, 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND -41-1 III-nilEIII 2" CHAMBER I IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S I= ONE CHAMBER HEIGHT REQUIREMENTS, z i PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION DO NOT SMEAR SOILS DURING DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY EXCAVATION. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. GROUND WATER, BEDROCK OR NO VEHICLES ALLOWED ON TREATMENT FIELD. PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. REDUCTION IN TRENCH LENGTH IS ALLOWED NTH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO 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. GRAVELLESS CHAMBER TRENCH TREATMENT SECTION 8. RECOMMENDATION; DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE SCALE: NTS UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. —FROM SEPTIC TANK 24' DIA f--T-T---------- 9. READILY VISIBLE YELLS ARE SHOWN ON PLANS. NOT ALL WELLS MAY BE 4' DIA. SOLID PVC I I I 11 -1 INUET�_ 1 411 —�OUTLET FEASIBLY LOCATED. 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL it INLET OUTLET L-L-L-------- I Ljj��,—PROVIDE EFFLUENT CAUSE FAILURE OF SEPTIC SYSTEM. FILTER. SEE NOTES, 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 I;V2" PREC*AST-jJ CONCRETE CRETE BAFFLE BACKFILL NTH CLEAN- professional engineer, to alter any item in any way. OR EQUAL BAFFLE ON &TE AOL /FINISHED GRADE REMOVABLE COVER IN 8 INCH L W MAIN TAMPED EFFLUENT FILTER- TOP SOIL. SEED & MULCH CCLVUN WATERPROOF SEAL 12 < x m POLY RISER 1 IqVN 2 tea, INLET -0U=INVERT OUTLET INLET CAULKED-—/ F '\---CAULKED OUTLET JOINT VU JOINT Et YE QUIC \ SANITARY— ---SANITARY TEE W1 2' MIN. TEE EFFLUENT FILTER BULKHEAD 12" MIN. -----CLEAN SAND, PEA MIN GRAVEL OR AGGREGATE x (3/4- - 1 1/2-) IF DESIGNED TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE 1� MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED, TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER 1, PIPE JOINTS TO BE SEALED LIQUID TIGHT, - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, NTH OUT AND INSPECTED EVERY 2 YEARS PROJECT: 2. 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE; FOREST PARK - BRtWOOD 7777 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 OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE LOT #78 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. F A I L U RE COULD 0 C C U R . TIGHT JOINTS, MIN. SLOPE 1/8- PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) 4. THE SLOPE OF OUTLET PIPES BETWEEN THE GALLONS TO TANK SIZE FOR EACH. DISTRIBUTION BOX AND DISTRIBUTION LATERALS DRAWING TITLE: SHOULD BE SLOPED AT LEAST 1/32- PER FOOT 2. BUILDING TO SEPTIC TANK: 4' PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, AND CONSTRUCTED OF 4" PVC SCH. 40 OR SOR21 MIN. SLOPE 1/4" PER FOOT. KKENGINEERING, PLLC DETAILS WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR 225 RUGGLES RD..SARATOGA SPRINGS,NY SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8* PER FOOT. 518 581.3893 FILE NAME DETAILS 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. SCALE AS NOTED N 0. SUBMITTAL / REVISION APP'D. DATI — - DATE DULY 2021 W til; NEW CONCRETE A ISSUED FOR REVIEW/APPROVAL RKR 7/2/21 < — REVISION U DISTRIBUTION BOX NEW CONCRETE SEPTIC TANK 0 ( Uj 61 [1 ERECORD DRAWING RKR 9/4/21 0 0 795 SHEET SCALE: NONE SCALE: NONE �\A 0 0 'SSI C-100 OF