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2024-0220 _ c _ by i 7-1 742 Bay 5.oad,O%ieensbuni;NY 22.1304 Permit#: 2•0 -- 0220 final atillrecn. rrrr ?:510•162-g255 ',brn:.-"»�''-,;-iri.itc T filet 9- 2.-1 Permit Fee:$ 65 ;invoice#: a)E Map q it: ' ✓ Project Location: _ .�ei �7 1 �1 rv�- Septic Variance? Yes No Primary Owner(s) I ores -_„ ` Mailing Address 7,0 A-j r nik '/1 Øc/ 'i& Phone &.Email CeC - 026 -b lS ZI Installer/Builder I A-ev i Iloe 2 Mailing Address ( , v 2 L er G�l_N7_/S /, ✓Z - Phone&Email ( S 1 1-- jG -3 76o - git— %�:,` o IAD a t _ Engineer (,Pbg/'-IP, er- j�d P Address /Q' ez// ,l /Z I.s ► f AY 0 T 2024 Mailing l�G • Phone &Email sr/e . 37/- 76z/ - TOWN Ora t om. _ Y Contact Person for Building&Code Compliance: gee/Vic_ RESIDENCE INFORMATION: - $e e_- r L' --- . Garbage Grinder Yes o Year Built- I #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder (circle one) re '�980 or older I 2j /`� 3`3p Spa or Hot Tub Yes 198z-?99'! Installed? (circle one) 1992-Present ( PARCEL INFORMATION: ,- Topography Flat Rolling Steep Slope %Slope • Soil Nature X Sand Loam Clay Other • Groundwater At what depth? A/A- - Bedrock/impervious material At what depth? iI/ Domestic Water Supply j V1unicipal —Well(if well,water supply from any septic system absorption is -ft.) Percolation Test I Rate:/71 W per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONsSTRUCflON:• . Tank size .12 tP, /f gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System I Absorption field with#2 stone Total length 1W ft.; Each Trench ft. I Seepage Pit with 43 stone How many: ;Size: Alternative System Bed or other type: /-rX Z9 " Holding►ank 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 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 requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. )1Y-0. DATE: '— 3oPRIM t NAME: /� - DATE: `l. �230' 4/ SIGNATURE: Revised February 2U27 i own of Queensbury Building a Code Enforcement ow TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist elan to scale /0 Received Deep hole perc test results from engineer/Architect if applicable (Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) 1.1 lA All wells on property and adjacent properties shown it,S Water line shown Munici al or well 10'separation to any part of system ItAletback to property lines show 10' or more for any part of system i!" Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline 1 Pik Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) 14/SSeptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each irs Leech Field 20'from foundation 100'from any well 10'from water line 1 %J/ Seepage pit 150'from well 50'from septic tank Pi/Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland S Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George let/Leech field 100'from watercourse or wetland el Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation jisS Provide Engineer/Architect stamp for bed or design systems 1si.SDepartment of Health Approval for all mobile home park new systems Flood Plain requirements 4.--* 2' above established flood elevation to bottom of system 1w All tanks anchored or 2' above flood elevation NO- )n F • I EEWYORK Department STATE Of OPPORTUNITY. of Health KATHY HOCHUL JAMES V. McDOEMALD,M.D., M.P.H. JOHANNE E. I4ORIME, M.S. Governor Commissioner Executive Deputy Commissioner April 19, 2024 Environmental Design Partnership, LLC Attn: Charles Baker, P.E. 900 Route 146 Clifton Park, NY 12065 RE: Homestead Acres CP, Facility 56-6911 Queensbury (T), Warren County Lots 86 and 87 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, "Homestead Village Mobile Home Park" and were most recently received by this office April 4, 2024. The project includes the installation of replacement onsite wastewater treatment systems for Lots 86 and 87. The . system serving Lot 86 consists of a new 1,000-gallon concrete septic tank and 15' x 24' absorption bed to serve one 3-bedroom home. The system serving Lot 87 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 12801,518-793-38931gfdo@health.ny.gov ENVIRONMENTAL DESIGN PARTNERSHIP LLR 900 New York 146 Clifton Park,NY 12065 ® (11518 3 71 7621 (IF)518 371.9540 edIpI Ip coinn eo ............... ............... May 20, 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 Lots 86 & 87 Alpine Avenue Dear Mr. O'Brien: On May 17, 2024, our office inspected the above referenced Homestead Village Mobile Home Park lots. The purpose of this visit was to observe the installation of the replacement septic systems designed by EDP (March 2024) and approved by NYSDOH (April 19, 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 May 17, 2024. Please feel free to call if you have any questions. Sincerely, /h.", Charles Baker, P.E., 70,149 Cc- Brendan O'Connell " EXIS77NO 4" PVC (TO BE DISCONNECTED) PROPOSED 1,000 GALLON SEPTIC TANK (SEE DETAIL — SHEET 2) EXIS77NG 1,000 CALLON SEP77C TANK ExisT7NG 4" PVC (TO REMAIN) SCFI 40 AT 2% MIN, EXIS71NG 4" PVC (TO REMAIN) SHED PROPOSED WYE AND 4" PVC SDR —35 (GASKETED BELL) AT 1% MIN, YE AND 4" PVC SDR " D BELL) AT 1% MIN, DISTRIBUTION BOX #2 I DETAIL SHEET 2) �� ( N,' # �, s QT la"* I I: . ,o"* 000 � xL'iJ EXIS77MG CESSPOOL E PUMPED AND FILLED) PROPOSED (DISTRIBUTION BOX #2 (SEE DETAIL -- SHEET 2) I ®1',. PROPOSED 15" WIDE x 24' LONG SEE DETAIL SHE I I # ABSORPTION BED AREA E x 24" LONG ON BED AREA # I ,:.� .. ( ET 2) L — SHEET 2) I: I LOT 87 ° a'� � LOT 86 w �, tL 00 m. LJ (00 ik U 4 3 OF TREES �. � 4 p CLUSTER U 4 °°°°°,°°°.�� aw� � h ._. r IS ef" lc,37 ENUE ALPINE AV L, m 0) O O go 00 m w nID�N V=ate tD A n c a CD v, @(� t" n N O N N O EXISTING 1,000 GALLON SEP77C TANK (TO REMAIN) EXIS77NG 4" PVC (TO REMAIN) PROPOSED WYE AND 4" PVC SDR -35 (GASKETED BELL) AT 1X MIN. PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL - SHEET 2) Z$° 10-* yOW Wmm 'o EXIS77NG CESSPOOL (TO BE PUMPED AND FILLED) PROPOSED 15' WIDE x 24' LONG ABSORPTION BED AREA (SEE DETAIL - SHEET 2) D Z CL G) O go m Z (1� U) m LOT 87 m a EXISTING 4' PVC (TO BE DISCONNECTED) PROPOSED 1,000 GALLON SEPTIC TANK (SEE DETAIL - SHEET 2) EXISTING 4" PVC SCH 40 AT 2X MIN. SHED 000 r Wmm „o fAUSANZ 1 PROPOSED WYE AND 4" PVC SDR -35 (GASKETED BELL) AT 1X MIN. PROPOSED DISTRIBUTION BOX /2 (SEE DETAIL - SHEET 2) PROPOSED 15' WIDE x 24' LONG ABSORPTION BED AREA (SEE DETAIL - SHEET 2) ALPINE AVENUE �c,voca - BORING AND PERCOLATION TEST: TEST PERFORMED ON MARCH 15, 2024 0-6' MEDIUM FINE SAND NO GROUNDWATER ENCOUNTERED PERCOLATION RATE ONE MINUTE, 40 SECONDS SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY (REDUCE FOR ABSORPTION BE LOT 86 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 LOT 87 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 EXISTING 1000 GALLON PRECAST TANK N NOT 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 SHALL_ 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 BOTTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN THE BEDS. GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF YI6 TO Y32 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 YIB 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 Xe 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. AFTER 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 BEEN CONSTRUCTED. v N O w" z w � Q LLJ LLJ pLL Z J a aJJ as i a ao Q ° °d �W F- 0° Q��j� W�o aLLZ 0III w00�Q cnJ=°�: DRAWN BY TSH CHECK BY CDB EDP PROJECT NUMBER 27806.12001 CHARLES D. BAKER PE 70,149 cbaker®edDIID.COM �0F N w S y0 �17 9� r Liu C? 070149 \. OFESSIONP SCALE: ill =20' SHEET NUMBER 1 OF 2 DISTRIBUTION BOX FROM SEPTIC TANK 4" PERFORATED PIPE r- PLAN VIEW BACKFILL 12"-18" SECTION VIEW 2.5' (TYP.) LAYER OF FILTER FABRIC r 2" 4- 112" OF STONE (3/4" TO 1-1/2" DIA. io 2' TO GROUND WATER (MIN.) 2' TO IMPERVIOUS LAYER (MIN.) ABSORPTION BED DETAIL NOT TO SCALE GRADE NO T E: I. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 12' MIN REMOVABLE COVER-72. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. • 3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX •: AND THE DISTRIBUTOR LATERALS • SHOULD BE 118" PER FOOT. �— BAFFLE INVERT INLET 2"MIN ELEV. 0 O O OUTLET CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. 12" MIN CLEAN SAND OR PEA GRAVEL 2 DISTRIBUTION BOX NOT TO SCALE © 2024 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADD177ON TO THIS MAP IS A WOLATION OF SEC71ON 7209 SUBDIVISION 2 OF 774E 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. 5-5" 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 24" TAPERED HOLE & PLUG (TYPICAL) THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE Y4" PER FT. HIGH DENSITY POLYETHYLENE PIPE SEALS PRO LADED AT ALL PIPE CONNECTIONS SHOWN. TANK SIZE WEIGHTS, LBS GALLONS TOP SLAB BOTTOM' TOTAL 1000 2613 W" IIAN INCLUDES BAFFLE SEAMLESS SEPTIC TANK (1000 GALLON NOT TO SCALE It N O uj " U z WQ G L.L. W oW 0 Z mow/ J L.L a w/ Q J ()o O Q � Q W �W Wm Z M W ow z w W Z W Do 0W Z p z� O Q (nJ=O031 DRAWN BY TSH CHECK BY EDP PROJECT NUMBER CHARLES D. BAKER PE 70,149 cbaker®edDlID.COM f ,OFN y0co r W 0 W 2 07014g CFESSICNP� SCALE: AS NOTED SHEET NUMBER 2 OF 2 ❑ COGO JOB