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REEVES SEPTIC RECORD 060324 (002) r SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT FLOOR AREA RATIO WASTEWATER SYSTEM DESIGN OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND �, � � �' � °� „ " ` � �."' M • �Fz ZONE - WR (WATERFRONT RESIDENTIAL) 3-BEDROOM RESIDENCE (DESIGN TO 4 BEDROOMS) CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS MAXIMUM FLOOR AREA RATIO - 0.22 DESIGN FLOW - 110 GPDIBEDROOM AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL '.•; PARCEL AREA - 223,462.8 SF SYSTEM DESIGN FLOW - 440 GPD BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. SEPTIC TANK - PROPOSED 1,250 GALLON PRECAST CONCRETE TOTAL ALLOWABLE FLOOR AREA =� LEACH FIELD - PIPE-IN-STONE ABSORPTION TRENCHES PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF = 223,462.8 SF x 0.22 = 49,161.8 SF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES ` DESIGN PERCOLATION RATE = 1-5 MINIIN ` ✓ �ad��€: sue= :. . �>..., >;� "r' s � �°'' za.-"< �" TOTAL EXISTING FLOOR AREA = 0 SF APPLICATION RATE = 1.2 GPD SF THE PIPING SHALL BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT ,, `' ,.£ •, T� �� TOTAL FLOOR AREA RATIO = 07. ABSORPTION TRENCH AREA REQUIRED = 367 SF SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS x 5 2' WIDE ABSORPTION TRENCH REQUIRED 184 L.F. £ ,. ; �, a "" PROPOSED BASEMENT FLOOR AREA = 2,057 SF ALL DISPOSAL FIELDS SHALL 8E GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM 714E � ' - . ,:, ��� � € ..,..,,. �,� ��� . , : ,,• " F = 200 LF T : PROPOSED FIRST FLOOR AREA - 3,804 SF INSTALL 4 TRENCHES AT 50 L DISPOSAL FIELD. (INCLUDES GARAGE & PORCHES) v� , POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORP7ION AREA AFTER TRENCHES HAVE BEEN INSTALLED. TOTAL PROPOSED FLOOR AREA = 5,861 SF MAINTAIN 10 MIN. SEPARA17ON BETWEEN WATER SUPPLY THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE TOTAL FLOOR AREA RATIO = Z69Q LINES AND ALL WASTEWATER SYSTEM COMPONENTS . T . O EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. r ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE BUILDING HEIGHT CALCULATION SITE SOILS DATA �< WASTEWATER SYSTEM. _ ''F � EXISTING GRADE = 315.5' TEST PITS TEST PITS COMPLETED BY TOM HUTCHINS, P.E. SYSTEM MATERIAL SPECIFICATIONS 28 MAXIMUM BUILDING HEIGHT = 315.5 + 28 343.5' TP-4; LOT 4 ABSORPTION FIELD AGGREGATE SITE LOCATION LOCATION MAP , WOODS " „ 1_ L./`i l 1V�V ��(t1 MAXIMUM ALLOWABLE RIDGE ELEVA7ON = 343 5 STONE IS TO BE 3/4 TO 1-1 j2 WASHED CRUSHED STONE. 0-15 TOPSOIL EFFLUENT FILTER EXISTING GRADE TO RIDGE MEASUREMENT = 26.9' 15-26" ORANGE BROWN FINE SAND 26-40" LIGHT BROWN MEDIUM SAND EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. PROPOSED RIDGE ELEVATION = 315.5 + 26.9' = 342.4' 40-62" LIGHT BROWN COARSE SAND EFFLUENT SEWER PIPE PROPOSED BUILDING HEIGHT 26.9' NO MOTTLING PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE. MOIST AT 60" FILTER FABRIC PERCOLATION RATE: 1-5 MINIINCH FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. PERCOLATION TESTS HOUSE SEWER PIPE PT-4: LOT 4 PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. STABILIZED PERCOLATION RATE.- 1 MINUTE 30 SECOND PER INCH TOPSOIL PROPOSED DISTURBANCE LIMIT: 35,OOOf` SF PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA, SEED, MULCH, AND ESTABLISH TURF. PROPOSED SEDIMENT CONTROL FENCE PROPOSED GAZEBO PROPOSED 4'Wx3'Dx86'L INFILTRATION TRENCH PROPOSED 16'x24' STORAGE BUILDING w w =w- w=g w w I 315-71125 \ 77 I I , I ( .•:'.' L.a'`"�i 1'..>, s..,.s'.° ,. 1 �`, sF..„ .•`;r `� T� '✓„'"`r�`b / ! 1 Ae' j 42.3 " "ll 25'1 SID ETBAC BLDtI s F,y .Y T T \ \ .a , \\\\ ` - -� rA" , DIW I I I t I I I r A rp 704 1 0 tD \V`G \ I / ♦ A\\\� \ 0 25 �, POAI 4D �� I 1 1sn4 ; _ , \� / 0 \\ \ 1 I I t i / m �,� / w '''1 I �--- --''` L, 1 1 -,� v k' \I' _. A\\ rn ORDINARY MEAN HIGH WATER I ;w I / , �� I � ", WETLANDS ) ♦ V � _ y / SHALLOW(STORMWA7ER b . s, / \\ ;: ?�� % ti AiMARK AS DETERMINED IN FIELD ;o - INFlL A170N AREA _ _ - 4 _ __ k \oaz z c-====__ w� v. _. I A t � \T 1 .^ BY JOE PODHIRNY USAGOE(TYPICAL) I 5. 13 Ac'res I I rn 1 T �� n w, / > \ `` o ////ro ON OCTOBER 19 2022. �-- f - - 3 , II ! I OVERFLOW (TYPICAL), I / / -25'SIDE SETBACK(BLDG) - \�. (D r / _ _ e / ♦ v 1 . \ ,�, / 10 P.L.SFBACK PTIC) 32.1 \ l / "- .. m . �,. ♦ / �� ,i //// PROPOSED DOCK _--� ' I - -f - --- - - G - - - - - N 72°23'24' E - - -( - l 1 ' \ P Np •� - - T \ - / S l t l r / \ 71 I l /fl t / \ A FLOOD ELEVATION (BEE) LIMIT \ TES-' ' ��- 7- �. 1 \ .� }T � _I_ _l_ ' PROPOSED 3-BEDROOM RESIDENCE l t \ T�' TT� \\ 1 I \ -T T a TWO- 400 SF x 11D VEGETATED INFILTRATION AREAS WOOD FRAME WETLAND IEXIS71NG 15- CMP CULVERT CROSSING 10' WIDE 60't LONG SITE PLAN PROPOSED NATURAL STONE STEPS FOR RIVER ACCESS (50' LIMIT OF WETLAND) PROPOSED 12 z10' LONG HDPE CULVERT SCALE: 1"=60' SHORELINE RECREATION AREA GRAPHIC SCALE PROPOSED 8' WIDE, 500' LONG 30 © 15 30 60 120 RECREATIONAL ACCESS PATH IN FEET } CONTRACTOR TO FIELD VERIFY LOCA77ONS AND DISTANCES WASTEWATER SYSTEM COMPONENT S/TE DEVELOPMENT DATA SITE SETBACKS ZONING REGULATIONS SCHEDULE REQUIRED TOWN OF QUEENSBURY LOT AREA: EXISTING PREVIOUSLY PROPOSED TOTAL FOR WR ZONE PROPOSED WR- WATERFRONT RESIDENTIAL IMPERVIOUS APPROVED DIMENSIONAL REQUIREMENTS. ���� RECORD DRAWING 5.13f ACRESf223,462.8 SF IMPERVIOUS AREAS SHORELINE 50' 704' FRONT SETBACK = 30' COMPONENT SIZING MATERIAL AREAS (PER SUBDIVISION) FRONT 30' 692' REAR SETBACK = 30' HOUSE ---- 3,000 SF 3,358 SF SHORELINE SETBACK = 50' INSTALLATION DATE: 511612024 RECORD DRAWING DIMENSIONS HOUSE SEWER PIPE 4"SDR-35 OR SCH-40 PVC ---- ---- SIDE (NORTH) .9' SIDE SETBACK = 25' PORCHE5�DECKS 567 SF ) 25' 42 MINIMUM PERCENT PERVIOUS = 75% INSTALLED BY - CHARLES FRIEDMAN EXCAVATING TABLE 1250 GAL PRECAST CONCRETE DRIVEWAY ---- 3,550 SF 4,981 SF SIDE (SOUTH) 25' 32.1' MAXIMUM BUILDING HEIGHT = 28' SEPTIC TANK DUAL COMPARTMENT TANK MAXIMUM FLOOR AREA RATIO = 22ro CORNER "A" CORNER "B" -+BEDROOM SIZING SHARED DRIVE 600' LONG 4,500 SF 4,500 SF 4,500 SF HOUSE CORNER BUILDING UNDER PORCH CORNER AT EFFLUENT SEWER 4"SDR-35OR SCH-40PVC RIVER PATH - -- ---- 4,375 SF RECORD DRAWING NOTE: GARAGE I VISITED THE SITU DURING SEPTIC SYS7E'M S.Z INLET PORT 13' STORAGE BUILDING ---- ---- 384 SF DISTRIBUTION BOX (6)HOLE PRECAST CONCRETE INSTALLATION AND IT IS MY OPINION THAT 714E S T. OUTLET PORT 14.5 GAZEBO --- ---- 200t SF SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD DRAWING. DISTRIBUTION BOX 39' 42.25 (4)PIPE-IN-STONE TRENCHES FINAL SURFACE FINISHING AND TURF ESTABLISHMENT ABSORPTION FIELD @ 5O'EACH-4-BEDROOM IS ONGOING SIZING TOTAL IMPERVIOUS 4,500 SF 11,050 SF 18,365 SF G. THOMAS HUTCHINS, P.E. 100%ABsoRPrroN _ PERCENT IMPERVIOUS 2% 4.9� 8.2� TAX MAP # 316.14-1-10 FIELD RESERVE AREA 95.1% 91.8% D,g Safel 6/3j2024 PERMEABILITY 98q - � y' 4 SEPTIC RECORD DRAWING 6/3j2024 Neer/ York 3 UP A TL ND WA K T / 20 4 EM Call Before You Dig III Wait The Required TimeEM Confirm Utility Response 2 UPDATED HOUSE FOOTPRINT 1111712023 Ej Respect The Marks 13 Car Dig With Care I REVISED PER USACOE FIELD MEETING - ISSUED FOR SITE PLAN REVIEW 311512023 MAP REFERENCE: 800-962.7962 0 ISSUED TO DECILISACOE 912712022 BASE MAP INFORMA71ON FROM "HUDSON RIVER www•dlgsafelyne"ork.com LANDING SUBDIVISION," LAST REVISED JULY 16, No. Revisions Date 2019. PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS AND HUTCHINS ENGINEERING. SITE PLAN U prepared for: WASTEWATER SYSTEM SETBACK REQUIREMENTS co Robert P. & Christine M. Reeves ul STREAM, LAKE, =;�� _ 26 Otter Trak PROPERTY LINE HOUSE WATERCOURSE, WATER LINE '' WETLAND ueensbu Town Of Q !Yi Countyof Warren, State of New York ��� �� SEP71C TANK 10' 10' 50' 10' s C3 a ' Drawn: JRS Checked: GTH Scale: NOTED Date: 612212022 �� ABSORPTION FIELD 1 10' 1 20' 1 100' 1 10' 169 Haviland Road�, ALTLRAT11O DOF T SSI CAL EN T EXCEPISBA Queensbury, NY 12804 291259F-0 1_S 1 (51 VIOLATION OF Engineering g YS EDUCATION LAW. Hutchins En iin PLLC 0 Phone (51 745-030 8) 745-0308 Fax