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LASALA RECORD DRAWING (003) ms SITE DEVELOPMENT DATA q L: LOT AREA: EXISTING PROPOSED TOTAL tMPERVlOUS BUILDING HEIGHT CALCULATION s.s�f ACREs/24s, �4 SF AREAS IMPERVIOUS AREAS EXISTING GRADE=303.2' HOUSE ---- 3,450 SF 28'MAXIMUM BUILDING HEIGHT=303.2 t 28=331.2' PATIO ---- 1 125 SF MAXIMUM ALLOWABLE RIDGE ELEVATION=331.2' DRI VEWA Y ---- 6,855 SF EXISTINGT I MEASUREMENT= � GRADE O RIDGE MEASURE 28 ---- r SHARED DRIVE 600 LONG 4,500 TION PAR M S MINIMUM EA PROPOSED RIDGE ELEVATION=303.2+28' =331.2° 50' MI SEPTIC TANKS & PUMP STAk \\ PROPOSED BUILDING HEIGHT=28 --- `° TOTAL .IMPERVIOUS - 15,930 SF WATERCOURSE OR `' � �,M. ape ..;. �. �\t; . K s z v- `��., �. . .,� ` ^��-:�i 3 � L,: .� 'S'�•.. PERCENT IMPERVIOUS 07 6.5% PLANTINGS NOTE: 8 MIXED DECIDUOUS (2-3" CAL.) �z AND 8 CONIFEROUS (3-4 HEIGHT) SHALL BE t �� � PERMEABILITY 100q 93.5� s PLANTED WITHIN PREVIOUSLY DISTURBED AREA PREVIOUSLY DISTURBED AREA SITE LOCATION LOG T OAi MAP 50' D.E.C. WERAND SETBACK ��� �../'t t 1VlY /��fi 10' MINIMUM SEPARATION BETWEEN ALL 100' D.E.C. WETLAND SETBACK PROPERTY LINES AND ALL WASTEWATER I \ l •;;, 100' YEAR FLQODPLAIN SYSTEM COMPONENTS SEP77C TANK AND PUMP STA77ON SHALL MAINTAIN 10' MINIMUM ,�•%\ \ �\ WASTEWATER SYSTEM COMPONENT SEPARATION FROM FOUNDATION(S), 50' MINIMUM FROM ANY WELL, / X- LAKE, WETLAND, AND 10' MINIMUM FROM ANY WATER SUPPLY LINE. SCHEDULE ALL WASTEWATER SYSTEM COMPONENTS SHALL MAINTAIN \ 10' MINIMUM SEPARATION TO PROPERTY LINES \ \ \\\ �, r,,+� SITE PLAN 100' D.E.C. WETLAND SETBACK - \ �� '\ \\ l \ T i,- >\\\ Y SYMBOL COMPONENT SIZING&MATERL4L TOE OF FILL SHALL MAINTAIN 10' MINIMUM SEPARA 77ON FROM PROPERTY LINES, 100' MINIMUM FROM WELLS, AND 20' FROM FOUNDATIONS 5Q D.E.C. WETLAND SETBACK - \ q ©� f° D °p D ° D D \ �� �� \ \ `�'"''�• \\ \\� \ ';�,Z T A HOUSE SEWER PIPE 4"SDR-35 OR SCH-40 PVC v Al i o , N 72 2 '4 _ \ ♦� .►/ } m 1 \ -4-BEDROOMSIZING \ i / /,/, t .,.�\= 111 42 9.'4 �4 E \ \.r C f +•. / I i 1250 GAL PRECAST CONCRETE % I \40.01 ' 25'SIDE \� �� \ \ B SEPTIC TANK 7$4.83' II � / r/f � \ ,.rts \ .✓ zs��' \ �.`� n '� r,i c' � --` -� v,rram�� / \ N 72'23'24" E l I r j . \�\ \ \ C 25'SIDE SETBACK tDG) \ 1 ----- , l r / r ✓ � s,,.l"' ,q `.- ) �� yC\ i f C PUMP STATION 1000 GAL PRECAST CONCRETE —� r • k POND 3D y\ r _ 1 J / T� ,.. . a / j /J \ D FORCEMAIN 1-Ij2 SDR-11 HDFE xp c_ / f i / n / w /f / — .i \ \ E DISTRIBU770N BOX (6)HOLE PRECAST CONCRETE \ f 5.65a Acres l �__�_=_ �'�� -moo' ° D p.I K 1 w „\ � — � /i � � I�C \ o ^m z , \ 1 ' / �-" ''r D D° ° D �( "',/ - w y / T �y I \ -{ \ / w I" D D D D D� ° D` 4,, I fm --mow I f T �,r 1-i \4 \` , - PROPOSED WATER SUPPLY LINESf. MAINTAIN t 0' SEPARATION BETWEEN T r� ' � © D D ° °sD° q"\ �' ( �� T �, r { / �� (4)PIPE-IN-STONE TRENCHES v ° ° r I WATER SUPPLY LINES AND ALL WASTEWATER SYSTEM COMPONENTS r r �►' 1.w P D q q q °q �D° D D D D , 1,; \ \ry w I.. ! = 1mm / ,� r y < < 1 GI/1 F ABSORPTION FIELD @ 50'EACH-4-BEDROOM �,. \ -� .,; PREVIOU LY APPROVED HOU LOCATION\ o SIZING '( \ 25'SIDESE7EACK(BLDG) I rPT-3 r ..."+ i'�\ \D D°�'6�' ° DD ° DD D e ` S� • y1 / ` 41 / X \ I 11 I r ,s' w �`I \ h ° I \ .,,,Lw ii.,i.; .. .i '! I �.•,, �� 25CK(BLDG) K r ,.,:. .,:. . . ,.'in". ,. . . ,. ,+"---1 ' _ s � 1\ 100%ABSORP770N — — — — — —w— ��D - D�� I \ \ T '��''t4,QC - �- \� /� iJ;�, 1 - V `�A G FIELD RESERVE AREA - - — — — — — — — _ — — — — y 1 \ \ \\\ — = w_— = =w=-- =G= w w w w w w w w w w , „w ww a s 1_ 1467.5' f 12� w vv 1 I � / l �-``` � •..---•.•. I � I � i � I I � � TT" �. �T�- '� 1 , �r�;� ' ` t i�', �T` . . `�T'T r — — ti�T T;1'��•;� POINT OF HEIGHT DETERMINATION, _46SITE PLAN GRADE=303.2, RIDGE=331.2 1 / , ✓ ✓ % �46 SCALE: 1"=60' MAP REFERENCE: \ l �► M / 4 % BASE MAP INFORMATION FROM "HUDSON RIVER MALLOW(sroRMwATER f rqai / GRAPHIC SCALE " \ c _ e — i LANDING SUBDIVISION, LAST REVISED JULY 16, \ / ♦ , INFIL71?7AT7ON AREA I I — // 4 '3 30 0 15 30- 60 120 2019. PREPARED BY VAN DUSEN & S7EVES ✓ TYPICAL ✓ LAND SURVEYORS AND HUTCHINS ENGINEERING. _ � 5. 13�4cres ~ 1 � f r POND OVERFLOW (TYPICAL), ,, -' ` ,r/ ( IN FEET ) \ / SEE POND SCHEDULE � CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES \ B A A ✓ � SEPTIC TANKS AND PUMP STATIONS SHALL BE 10" MINIMUM POND 3D 100 MINIMUM SEPARATION BETWEEN LEACH FROM ANY FOUNDATIONS 50' FROM ANY WELLfLAKE1W7LAND, SYSTEM INSTALLATION NOTES FIELD AND ANY WATERCOURSE OR WETLAND AND AND 10' FROM ANY WATERLINES V, / C \ \ / I CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE W1774 THE N.Y.S. DEPARTMENT O OS / / \ I,0000 OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF 7HERMOPLAS77C PIPE AND 10' MINIMUM SEPARATION BETWEEN ALL WATER _ CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. LINES AND ALL WASTEWATER SYSTEM COMPONENTS _ v f I \\ F>t 3 L J// ,� I��l SITE SOILS DATA 5j30j2018 SITE SOILS DATA 5j17j2019 �.. & I I BF\297 () AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL "" 1 I � TOE OF MOUND OR BOTTOM OF RETAINING WALL TO TEST PITS TEST PITS ; BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. �„ ,..;�, I I G 3 BE 10 FROM PROPERTY LINE, 100 FROM ANY TEST PITS COMPLETED BY TOM HUTCHINS, P.E. TEST PITS COMPLETED BY TOM HUTCHINS, P.E. PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF WELLS AND 20' FROM FOUNDATION w `w "-"w---w--- ��♦ _ �� , r FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES TP-2: LOT 2 TP-3A: LOT 3 STORMWATER AREA DRY DRY ♦ I t .r. . _.. _• / n THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT 0-6" TOPSOIL WOODS / ♦ x - ♦ I I wC_ SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS 6-25" MEDIUM BROWN FINE & VERY FINE SAND COBBLES 0-9" TOPSOIL ( ♦ I �- � _._. .._. _.. ' I t t.... 25-30" LIGHT BROWN SILTY SAND 9-36" RED-BROWN LOAMY FINE SAND _ ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE WASTEWATER SYSTEM DESIGN 30-56" OLIVE BROWN SILT 36-50" OLIVE BROWN SILTY FINE SAND l ♦♦ ~ g DISPOSAL FIELD. r / 4-BEDROOM RESIDENCE \ ♦ ` T ROOTS 32 50-64 OLIVE SILT Wl7H CLAY 1 / ♦ ! DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. DESIGN FLOW - 110 GPD/BEDROOM MOTTLING 33" MOTTLING 0 34" ��x r S , ♦ � I �� �� SYSTEM DESIGN FLOW - 440 GPD GROUNDWATER @ 36 Moo / THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE SEPTIC TANK - PROPOSED 1,250 GALLON PRECAST CONCRETE 7P-3: LOT 3 EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE DRY " �! �C�(l q� PUMP STA77ON - PROPOSED t000 GALLON PRECAST CONCRETE PERCOLATION TESTS GRINDERS - WOODS LEACH FIELD PIPE-IN-STONE ABSORP7ON TRENCHES PT-3: LOT 3 T, / 1 I I 1 F ROOF FOOTING GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE DESIGN PERCOLATION RATE = 1-5 MINfIN 0-12" TOPSOIL STABILIZED PERCOLA7ION RATE: 1 MINUTE 15 SECOND PER INCH 1 t :ti, r �y ' ' 12-21" RED BROWN MEDIUM & FINE SAND -- - — ---� - �` — — — — — I — — I " WASTEWATER SYSTEM. APPLICATION RATE = 1.2 GPD/SF 21-64" LIGHT BROWN MEDIUM & COARSE SAND SYSTEM MATERIAL SPECIFICATIONS ABSORPTION TRENCH AREA REQUIRED = 367 SF NO EVIDENCE OF SHGW 2' WIDE ABSORPTION TRENCH REQUIRED = 184 L.F. PERCOLATION RATE: 1-5 MIN/INCH ENLARGED BUILDING SITE PLAN ABSORPTION FIELD AGGREGATE INSTALL 4 TRENCHES AT 50 LF. = 200 LF SCALE: 1"=30' STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT FILTER POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY TAX MAP # 316„I4-1-9 EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. MAINTAIN 10' MIN. SEPARATION BETWEEN WATER SUPPLY RECORD U^� ��!V1lT�� EFFLUENT SEWER PIPE LINE S) AND ALL WASTEWATER SYSTEM COMPONENTS Dig Safely. PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE New .York FILTER FABRIC INSTALLATION DATE' 712412023 EM Cali Before You Rig 3 WASTEWATER SYSTEM RECORD DRAWING 81312023 FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA77ON FABRIC, 7ENCATE MIRAF7 140N OR EQUIVALENT. INSTALLED BY - STONE INDUSTRIES LLC Wait The Required Time ®confirm utility Response 2 PER TOWN OF QUEENSBURY BUILDING DEPARTMENT COMMENTS 31 16/2022 HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE RECORD DRAWING DIMENSIONS Rig with care®Respect The Marks 1 ISSUED FOR SEPTIC PERMIT 10/29/2021 TOPSOIL 800-962-7962 0 ISSUED FOR PERMIT 912312021 " WASTEWATER SYSTEM SETBACK REQUIREMENTS TABLE �1 www.digsafelynewyork.com PLACE 4 MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF RECORD DRAWING NOTE: No. Revisions Date STREAM, LAKE, CORNER "A" CORNER "B" A REPRESENTA77VE OF OUR OFFICE VISITED THE SITE PROPERTY LINE HOUSE WATERCOURSE, WATER LINE DURING CONSTRUC77ON AND IT IS MY OPINION THAT Vv WETLAND S.T INLET PORT 14.2' 38' THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE { ~ SITE PLAN SEPTIC TANK 10' 10' 50' 10' WITH THE APPROVED PLAN AND THIS RECORD �� H prepared for: ABSORPTION FIELD 10' 20' J00' 1 p' ESTABLISHMENT IS ONGOING.S T. OUTLET PORT 16' 30' •FINISHING AND TURF � ��0 `� .� PUMP STA71ON PORT 21.9' 22' Maria J. L.aSala & Mario J. PCOfita G. 7740MAS HUTCHINS, P.€. 25 Otter Track 81-312023 Town of Queensbury, County of Warren, State of New York 0 Drawn: JRS Checked: GTH I Scale: NOTED Date: 51312021 169 Haviland Road ALTERATION OF I DOCUMENT EXCEPT BY Queensbury, NY 12804 291259M-01-S1 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax