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Septic Site Plan GENERAL NOTES: DESIGN INFORMATION 1. SEE NOTE SHEET. CALL ENGINEER TO SITE INFORMATION: CLARIFY ANY DESIGN LAYOUT DETAILS. DESIGN FLOW DESIGN PERC, R_FO'D LENGTH OF BEDRMS DAYRAM _ LATERALS 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 138°-257*=103' DRAWINGS. it 3. ALL PERMITTING/VARIANCES TO BE OBTAINED t NO ACTIVE NEfGHBORING WELLS NOTED/VISIBLE WITHIN 100' NOR H BY CONTRACTOR AND/OR PROPERTY OWNER. ` ' PROPOSED INSTALLATION: of TREATMENT AREA. TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS COMPLETELY REMOVE OR FILL IN EXISTING SEPTIC 4.FULL TIME OR MULTIPLE CONSTRUCTION COMPONENTS. INSPECTION IS NOT INCLUDED WITH SCOPE TOTAL NUMBER OF LATERALS = 2 — — — — --- — OF WORK. h ?. LENGTH OF EACH LATERAL = 55'_0" j`ff� err- ° TOTAL LENGTH OF LATERALS = 110' PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% REDUCTION IN W CIRCLE LL LL o�-- TRENCH LENGTH IS AOWED WITH USE OF GRAVEESS CHAMBERS i7 ® /� �ry�q PLAN WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN - -- -- PROJECT LOCATION IION y f LAN SIDEWALLS. TABLE 6C OF NYSDOH 'GREEN" HANDBOOK. NOT TO SCALE -----' SOILS INFORMATION: ----------------------------- - i------I-PARKINGI ii ____i PT = PERCOLATION TEST (LOCA71ONS, SEE PLAN) PARKING I L pTP = DEEP TEST PIT q It is a violation of NYS education law for any person, TEST PERFORMED ON 03-21-20 LOCATE WATER LINE AND unless he is acting under the direction of a licensed MAINTAIN 10' HORIZONTAL >� 30 6' professional engineer, to alter any item in any way. 0'-12' DARK SANDY TOPSOIL SEPARATION TO SEPTIC, TYP. 12'-26' REDDISH BROWN SAND. z /'� 26'-61' GRAY COURSE SAND W FILE COPY Y LOT INFORMATION: NO GROUNDWATER OR MOTTLING NOTED TAX MAP #, 3 0 8.14- 1 —5 2 SOIL CONDITIONS ARE SIMILAR FOR ENTIRE MOBILE HOME PARK, p SEVERAL TEST PITS DUG THROUGHOUT PARK WITH SIMILAR M FINDINGS. ©F,�, TOWN OF QUEENSBURY o z _zo PT #1 STABILIZED PERCOLATION RATE: 1:55 MPI �J ~Of LOT SIZE: 48.9 ACRES to PT #2 STABILIZED PERCOLATION RATE: 1:35 MPI W L1 X UJI trJ W m p APPROVAL STAMP / NOTES INSTALLER TO LOCATE ALL UNDERGROUND 2 LATERALS AT 55' EACH. (10 UTILITIES PRIOR TO CONSTRUCTION. ADS HANCOR ARC 24 K. CHAMBERS. SEE DETAILS. O APPROVE 0 % J For',,,9qe OkSOC1S�l s� �iY,P STATE. EPARTI'-DENT OF HEALTH N' , SOLID 4 0 SCH40 AT D-BOX PER FOOT, TYP. P'E' A-)WN BUILDING & - 308.14-1-52 SEP-0638-2021 NEW 1000 GALLON CONCRETE Reviewed By Forest Park MHP TANKS WITH FILTER.SEE DETAILS.LOCATE AS FEASIBLE. Date: SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER 78 Briwood Circle PROJECT: FOREST PARK — BRIWOOD CIRCLE ACTUAL SEPTIC COMPONENT LAYOU MAY VA Residential Septic Alteration DUE TO BURIED UTILITIES OR COMPONENTS. LOT #78 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) DRAWING TITLE:: AS-BUILT TIE-IN DIMENSIONS FT �ti�FR'Y RKENGINEERING, PLLC SITE PLAN A B C D K . 225 RUGGLES RD.,SARATOGA SPRINGS,NY SEPTIC TANK EXPOSED RISERS' / 518.581.3893 FILE NAME SITE D-sax SEPTIC SITE PLAN �' SCALE = 20°-0n i I: f` e„ a NO. SUBMITTAL � REVISION APP'D. DATE _ ,°� DATE DULY 2021 w � L1 BEGIN ( A ISSUED FOR REVIEW/APPROVAL RKR 7/2/21~ L1 END PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY CIS rp x< aoa o c~� REVISION A AND AS PURPORTED BY PROPERTY MANAGER. O w f- L2 BEGIN THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST A o79596' y SHEET 00 i of L2 END NOT BE CONSTRUED AS SUCH. FESSIO C-001 1 2 OF MOUND TOPSOIL FOR SETTLING. PROJECT NO S- SEED AND COVER WITH STRAW. 6„ 6' 1. SYSTEM DESIGNED IN ACCORDANCE 'NTH 2O10 NYSDOH APPENDIX 75—A. TYP. MIN, SEE NYSDOH'S "APPENDIX 75—A, WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH — (GREEN) DESIGN HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GRAVELLESS NATIVE CHAMBER EARTH GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. BACKFILL III- 2. RECORD DRAWING BASED ON ONE SITE VISIT INSPECTION OF INSTALLED I—III— I—III- EXPOSED COMPONENTS, NO UNEARTHING PERFORMED. _ III-11 _ III—I Ii I III—I I=I I I=I I�Z" CHAMBER I=III_111— 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND II-1 I. 11=1�1-111—i 1- HEIGHT ONE CHAMBER IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION REQUIREMENTS. DO NOT SMEAR SOILS DURING 2' � EXCAVATION. DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY c�1 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 WITH USE OF GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ®� A P1 2 et /°+gam p®® E MODEL 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. ARC 4 CHAMBERDIVERT SURFACE RUNOFF FROM ADJACENT AREAS. 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. 4PRECAST NK F T-T --------- 24" DIA C I I 1 I 1 9. READILY VISIBLE WELLS ARE SHOWN ON PLANS. NOT ALL WELLS MAY BE 1 �4�1 I FEASIBLY LOCATED. INLET II Fl OUTLET I i�l i 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH I I I 1 I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL INLETOUTLET L_L1____—____ PROVIDE EFFLUENT CAUSE FAILURE OF SEPTIC SYSTEM. FILTER. SEE NOTES. APPROVAL STAMP / NOTES 7 INSTALL RISER & EFFLUENT FILTER (POLYLO PL®122) It is a violation of NYS education law for any person, 1-1 2" LOCKABLE COVER, TYP CONCRETE BAFFLE unless he is acting under the direction of a licensed professional engineer, to alter any item in any way. OR EQUAL BAFFLE BACKFILL WITH CLEAN ON—SITE MATERIAL PLA�E� �F1NiSHED GRADE REMOVABLE COVER IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER � TOP SOIL, SEED & MULCH COVER " WATERPROOF SEAL x 12" MiN , I , INLET INVERT POLY RISER '1i1i11 li j „ii .II Il ii I'�li' U INLET OUTLET NVERT 11�; - OUTLET NEW YORE STATE DEPARTMENT QE HEALTH: INLET , ;; CAULKED `� `� °-tic CAULKED OUTLET JOINT JOINT EalORS Falls®iS$rIC$Office SANITARY L SANITARY TEE W/ r a , oP 2" MIN. TEE ULKHEAD EFFLUENT FILTER 6 I r to firs$SI10E$for approved dO$O BfIC�S9C�r13$UrG, 12" MIN.L , CLEAN SAND, PEA 3" MIN w 7 GRAVEL OR AGGREGATE ` (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. PIPE JOINTS TO BE SEALED LIQUID TIGHT. 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER — FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OUT AND INSPECTED EVERY 2 YEARS PROJECT: L(lDES 1 PARK _ Dn TTIT00D CIRCLE 2. SPEED LEVELING DEVICES SHALL BE USED ON AL 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE; i'\VJj� II j jtjl llj\1 Vy 1 L OUTLET PIPES. — 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S,F. EFFLUENT FILTER (IF INSTALLED) SHALL SURFACE AREA BE CHECKED AND CLEANED LOT 3. SEPTIC' TANK TO D—BOX: 4" PVC OR SDR21, LIQUID — FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 SACE .F. L REGULARLY. OTHERWISE PREMATURE 1 1 C� TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. — FORSURFHOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 FAILURE C 0 U L D 0 C C U ft . (TOWN OF QUEENSBURY) 183 PITCHER ROAD, QUEENSBURY, NY 4. THE SLOPE OF OUTLET PIPES BETWEEN THE GALLONS TO TANK SIZE FOR EACH. SHOULD DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, pRAWI�NG nTLE_SHOULD iSE SLOPED AT LEAST SCH. PER FOOT MIN. SLOPE 1/4" PER FOOT. .AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 K . RKENGINEERING, LL�i DETAILS WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D—BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR 5�_ �� r j 225 RUGGLES RD.,SARATOGA SPRINGS,NY SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT. rd 518.581.3893 FILE NAME DETAILS 5• USE DOUBLE SIDED STICKING RUBBER BUTYL FOR r,{, t1, i DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. j'` � t SCALE AS NOTED NEW CONCRETE `,.k z v� SUBMITTAL / REVISION APP'D. DATE s " DATE JULY 2021 DISTRIBUTION BOX NEW CONCRETE SEPTIC TANK xoc sr°" �� A ISSUED FOR REVIEW/APPROVAL RKR 7/z/zl REVISION A a a SCALE: NONE �A 0795�� SCALE: NONE I� SHEET 0FEs 5I0� C-100 2 OF 2