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2024-0467 Office Use Only SEPTIC DISPOS PPLICATION �i _ AUG 30 2024 J Permit#: WA- 0At121- Permit Fee;--- 05 Town ofQecnsbury TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804 BUILDING&CODES Invoice# P:518-761-8256 www.queensbury.net Flood Zone? Y TYPE: • N Project Location:ih,ale 3-ieaS--- psi eV id F264 Wetlands? YIg Reviewed By: V " Tax Map it: 1 - `� - 2 +'4 STRUCTURE INFORMATION Garbage Grinder Yes No Year Built Gallons #of X gallons per =total daily flow Installed? Per day Bedrooms Bedroom 0 P 1980 or 150 Spa or Hot Tub older Installed? Ell PI 1981-1992 130 1992-Present 110 330 PARCEL INFORMATION TOPOGRAPHY Flat Rollin fl Stee Slope %Slope SOIL NATURE Sand Loam Clay Other, explain: GROUNDWATER At what depth: /JA BEDROCK/IMPERVIOUS MATERIAL At what depth: DOMESTIC WATER SUPPLY RI Municipal I I Well I I Lake (if well or lake, water supply from any septic system absorption is feet) PERCOLATION TEST Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION TANK SIZE L0V72 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub SYSTEM Absorption field w/#2 stone Total length ft. Each trench ft. Seepage pit w/#3 stone How many: ; Size: Alternate system Bed or other type:_,/.5 ' X 2 9 Holding tank system Total required capacity: ; tank size: • # of tanks: Septic Alteration Application Revised May 2024 CONTACT INFORMATI ON: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: r Name(s): Sf}-/v6/A . cJe .*e,e Mailing Address, C/S/Z: >q2, tea/ ZZ V 6/E°/✓s J 4J/r /2MV Cell Phone: 57& - 716 - Z76o Land Line: S F- -Zge 72S`7 Email: yCl•e-//a.3 ,,,-.7 • 10,,, • Primary Owner(s): Name(s): 1-10freS V/ /7/9-9-e Mailing Address, C/S/Z: 90 MC,A-i Idi-- ieac z/ �sf it/. / 62V Cell Phone: . Land Line: Email: ❑Check if all work will be performed by property owner only • Contractor:Contact Name(s): '/, c t' -e V,e:f' Contractor Trade:Mailing Address, C/S/Z: pd, a., 2-Z 4' (ItA"'S l `6c IZfa/ Cell Phone: S /('' n6-274. . Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): / Name(s): 0 1 Isis ),q-/e' Mailing Address, C/S/Z: Cell Phone: Land Line: Email: e bales,rev ecip f//P ,&,''' Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: 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 regulations and agree to abide by these and all requir- - , is of thehe Townow of Queensbury Sanitary Sewage Disposal Ordinance. 4/0 PRINT NAME: / ( - SIGNATURE: Geo e 6 I'eir DATE:?C"0 9 Septic Alteration Application Revised May 2024 NEW PORK Department STATE OF OPPORTUNITY.. of Health KATHY HOCHUL JAMES V. McDONALD, M.D., M.P.H. JOHANNE E. MORNE, M.S. Governor Commissioner Executive Deputy Commissioner August 21, 2024 Environmental Design Partnership, LLC Attn: Charles Baker, P.E. 900 Route 146 FILE COPY Clifton Park, NY 12065 RE: Homestead Acres CP, Facility 56-6911 Queensbury (T), Warren County Lot 92 Alpine Avenue Replacement OWTS Mr. Charles Baker: We have this day, approved the plans and specifications for the above-referenced project. Application for this project was duly made by yourself on plans titled, "Lot 92 Alpine Avenue Homestead Village," and were most recently received by this office August 12, 2024. The project includes the installation of a replacement onsite wastewater treatment system for Lot 92 Alpine Avenue. The system consists of an existing 1,000-gallon concrete septic tank and 15' x 24' absorption bed to serve one 3-bedroom home. Approval of these plans is conditioned on the following: 1. That the proposed works be constructed in complete conformity with the approved plans or amendments thereto; 2. That all components of the proposed works be installed, operated, and maintained as per the manufacturer's specifications; 3. That approval be granted by other agencies or municipalities have jurisdiction; 4. That the design professional provides certification to this office that construction was completed in accordance with the approved plans. Certification shall also be provided to the Town Office Building and Code Enforcement. The responsibility for the design of the sanitary system lies solely with the design professional and the proper operation of the sanitary system lies solely with the owner. The purpose of the Department of Health review is for compliance with the New York State Sanitary Code and in no way guarantees proper system operation. A set of approved plans is being retained in our files. Sincerely, Brendan O'Connell Public Health Specialist I NYSDOH—Glens Falls District Office 77 Mohican St. Glens Falls, NY 12801 (518) 793-3893 Glens Falls District Office,77 Mohican Street,Glens Falls,NY 12801,518-793-3893Igfdo@health.ny.gov cc: Rebecca Bussert, District Director, Glens Falls District Director Kevin Kenyon, P.E., Glens Falls District Office R. Dan MacElrath, P.E., Glens Falls District Office Jeffrey Szalkowski, Owner John O'Brien, Town of Queensbury ENVIRONMENTAL DESIGN PARTNERSHIP LLR 900 New York 146 Clifton Park,NY 12065 ® (11518 3 71 7621 (IF)518 371.9540 edIpI Ip coinn eo ............... ............... September 18, 2024 Mr. John O'Brien Queensbury Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Via email- johno@queensbury.net Regarding- Homestead Village Mobile Home Park Lot 92 Alpine Avenue Dear Mr. O'Brien: On September 12, 2024, our office inspected the above referenced Homestead Village Mobile Home Park lot. The purpose of this visit was to observe the installation of the replacement septic system designed by EDP (July 2024) and approved by NYSDOH (August 21, 2024). Based on review of the plans and observation of the installation, it is my opinion that the system was installed substantially in compliance with the intent of the design plans. The attached as built shows the final location of the system install observed September 12, 2024. Please feel free to call if you have any questions. Sincerely, alh^ �07 17te Charles Baker, P.E., 70,149 Cc- Brendan O'Connell w. q k� ....,, . .,, � ..,.,...,. . ,,. EXISTING SEPTIC TANI'K TO ICE PUMPED Sc INSPECTED?, IF REQUIRED. INSTALL NET 1,000 GALLON I SEPTIC TAP SEE DETAIL SHEET 2 � kp �. EXISTING 4" PVC SCH 40 AT 2% ..�._. Kira, 6 SHELL PROPOSED WYE AND 4" PVC SD F ® —35 (GASKETED BELL.) AT 17o. M'1f PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL — SHEET 2) w ZO 8 z � c� c� f" , ` �� C " ' z. stow 1i7'* F� Wmm mW-i 'yam I "I 9i* W"l'O PROPOSED 15' WIDE x 24' LONG ABSORPTION BEG AREA I I d (SEE DETAIL SHEET 2 a - LOT 93 : LOT 92 Cl ALPINE AVENUE O� 4, vw� : � . LC U - IE AUG 3 p 2024 SOWN OF QU BUILDING aQpESRY © 2024 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDI77ON TO THIS MAP IS A WOLA77ON OF SECT70N 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. COGO JOB T 93 EXISTING SEPTIC TANK TO BE PUMPED & INSPECTED. IF REQUIRED, INSTALL NEW 1,000 GALLON SEPTIC TANK (SEE DETAIL — SHEET 2) EXISTING 4" PVC SCH 40 AT 2% MIN. SHED PROPOSED WYE AND 4" PVC SDR -35 (GASKETED BELL) AT 1% MIN. PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL - SHEET 2) _• 'o* � W (300 z o = r' : I. I• :: W C0 m '0 PROPOSED 15' WIDE x 24' LONG ABSORPTION BED AREA (SEE DETAIL - SHEET 2) _77- CL <o� 0 B E] cfl v < CD--° -- m CD c= a a (t3 G n Ry Z p W W Z � ���t� 3 �In LOT 92 Q Z 0 5: m e w o o T1 O - � Z k OV �' Q7z3 c -I � w W ti � M3 a o� 0 m to�Z� m Z CD M CD 05a) Q ° ® � U m Q � � a ALPINE AVENUE APPROVED For Sewage Disposal NEW YO K TATE DEPARTME F HEALTH P.E. 12.( /7 q ate BORING AND PERCOLATION TEST: TEST PERFORMED ON JULY 24, 2024 0-6' MEDIUM FINE SAND NO GROUNDWATER ENCOUNTERED PERCOLATION RATE ONE MINUTE, 30 SECONDS SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY (REDUCE FOR ABSORPTION BED) LOT 92 3 BEDROOMS AT 110 GALLONS/BEDROOM = 330 GALLONS ABSORPTION BED APPLICATION RATE = 0.95 GPD/SF REQUIRED BED AREA = 330 GPD/0.95 GPD/SF DESIGN ABSORPTION BED SIZE — 15'x24' = 360 SF USE NEW 1000 GALLON PRECAST TANK DESIGN NOTES: THE PROPOSED WASTEWATER SYSTEM IS DESIGNED AS AN ABSORPTION BED SYSTEM SIZED IN ACCORDANCE WITH 1ONYCCR APPENDIX 75-A. THE SYSTEM, HOWEVER, DOES NOT INCORPORATE THE USE OF A PRESSURE DISTRIBUTION OR SIPHON DOSING. ABSORPTION BEDS HAVE BEEN DESIGNED IN PLACE OF A STANDARD ABSORPTION TRENCH SYSTEM DUE TO EXISTING CONSTRAINTS INCLUDING LIMITED AREA DUE TO LOCATION OF EXISTING STRUCTURES, WATER MAINS AND ROADWAYS, BOTH PUMPED DOSING AND SIPHON DOSING ARE NOT PRACTICAL DUE TO THE MAINTENANCE DIFFICULTY, EXPENSE OF CONSTRUCTION AND VERY LOW AVERAGE DAILY FLOW RATE. THE ABSORPTION BED AND SEPTIC TANK ARE PROPOSED WITHIN THE REQUIRED SEPARATIONS TO THE DWELLINGS, AS REQUIRED IN 75-A. CONSTRUCTION NOTES: 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) ABSORPTION BED LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE BEDS ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, THE `.SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE. 3) AFTER A FINAL GRADE CHECK, BED EXCAVATION MAY BEGIN. BED DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALT_ BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. FOLLOWING EXCAVATION, THE BED BOTTOM SHOULD BE GRADED BY HAND. THE 4) BOTTOMS OF THE BEDS SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. BED 130TTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL CRADINIG AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN THE BEDS. GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF X6 TO Ys2 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE 5) INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE Y6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y4 INCH BLOCK TO ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE X6 INCH PER FOOT SLOPE. A Y8 INCH BLOCK SIMILARLY USED WOULD RESULT IN A Y32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED TO 'A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. AF E= THE UPPER AGGREGATE IS PLACED IN THE BEDS, THE GEOTEXTILE, UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED 6) ON THE AGGREGATE AND THE BED BACKFILLED WITH EXCAVATED SOIL. IF THE BEDS CANNOT BE IMMEDIATELY BACKFILLED, THE BEDS SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF 7) HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BFFN nnr. c roi i� 309.9-2-1 2024-0467 Homestead Village 92 Alpine Avenue Residential Septic Alteration DISTRIBUTION BOX FROM SEPTIC TANK 4" PERFORATED PIPE 12" MIN INLET -D.- I2" MIN .v� 2.5' (TYP.) 4" L� L 11" 5'-5" PLAN VIEW ABSORPTION NOT TO SCALE GRADE REMOVABLE COVER BAFFLE 2"MIN �Oo m LN Ur rILILK rAbKlt, 12" OF STONE (3/4" TO 1-1/2" DIA. BED DETAIL NOTE: I. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. J. THE SLOPE OF OUTLET PIPES FBETWEEN THE DISTRIBUTION BOX •: AND THE DISTRIBUTOR LATERALS • SHOULD BE l/8" PER FOOT. INVERT EL EV. O OUTLET CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. CLEAN SAND OR PEA GRAVEL NOT TO SCALE © 2024 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. NEW YCRKSTATEF lls DARENT TM Ot i OF HEALTH Glens F,efer to first sheet for approved date and signature. 0 3" 4'-5" 1 4,-0„ LIQUID LEVEL THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEPTIC TANK AND THE DISTRIBUTION BOX TO BE Y4" PER FT. CONCRETE: 4000PSI REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185-GRADE 65 ENRAINED AIR: 5.0%-9.0% MEETS ASTM C890 rI 57 24" TAPERED HOLE & PLUG (TYPICAL) 4_8. 1250 GAL. 10'-2" 1250 GAL. 5'-3" THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE Y4" PER FT. HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. TANK SIZE WEIGHTS, LBS GALLONS TOP SLAB BOTTOM' TOTAL 1000 2643 8443 11.086 INCLUDES BAFFLE SEAMLESS SEPTIC TANK (1000 GALLON, NOT TO SCALE N 0 N .17 J Uj DRAWN BY TSH CHECK BY EDP PROJECT NUMBER CHARLES D. BAKER PE 70,149 cbaker@edDIID.COm SCALE: AS NOTED SHEET NUMBER 2OF2 r7 COGO JOB L