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proposed septic Y ; �^ 3 w 3 � � �s-, 4" MIN TOPSOIL OVER THE EN77RE ABSORPTION r r = � f FIELD; SEED AND ESTABLISH TURF h,l / / FILTER FABRIC MIRAFI 14ON OR EQUIVALENT t x:: 11 — _ — ' w I �," $ '3r ➢ /f b —I I I_I I I_ "�'4z:,p �',.., 4 —I I I_I I I_i I I_i i I=1 I I=i i i=1 I(— ZONING DATA ' - 12 MAX =1 I=► I=1 1=1 I-1 —a=►11=1 =_- 11 ZONE - MDR MODERATE DENSITY RESIDENTIAL +` _ ' ,, �"� w � 6" MIN. 3 FRONT SETBACK - 30 ��_ f ' +_•""- S9'e•1 / I �� `, f 2" MIN. 0moo SLOPE po o�� fi t SIDE SETBACK 25 1 �''"'' O REAR SETBACK - 30' 1 �` �- '_g ��►o:Op' w ,, o ��o p a MAX. BUILDING HEIGHT - 40' �- �`� # - o Q = F/. � MINIMUM PERCENT PERMEABLE 509 ' SE7$gCK �� I �' 0 O `_ y a % 6 o°g�°o0o 4 PERFORATED PVC LATERAL, a, � € --�_ pUo p,� SLOPE i/16 1/32 PER T END CAP 7 / I-- —, �_S1D_SETggCK / NORTH SIDE � 3�j4" TO 1 1 2" T '�' 43 8' ' — J __7 CRUSHED STONE ABSORPTION TRENCH PROFILE .` 11% ,,. . T / Q CA ' 11,� .�� 'L�� REAR � �� w , SCALE: NTS x / 11 / 1, l / ....:.. .... / / �,,,,�,-�-i"","',ip w SITE LOCATION LOCATION MAP w � .' SYSTEM INSTALLATION NOTES �/ - o; I a� w CONSTRUCTION SHALL 8E AS SHOWN ON THIS DRAWING AND IN ACCORDANCE W11H THE N.Y.S. DEPARTMENT o �Q °S� FR NT ,.: . .. ''::.:. w � :, WASTEWATER SYSTEM COMPONENT SCHEDULE OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA77ON OF THERMOPLASTIC PIPE AND ' ' �J,'�B�(►�yy'D�Bp f \ CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ' I ! ..... h. PLAN SYMBOL COMPONENT $jj►NG do MATERIAL AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL �W �I ;01 I ,t,I.,. t BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. 1. yr. x HOUSE SEWER PIPE 4" SDR-35 OR SCH-40 PVC EXERCISED TO AVOID INCLUSION OF a1. . - " AQ PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCI US x ti o' � _,V w / /. /a �`�r, ,,,g 3,, � FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. t �� 1$ l W �--_ ' & y © SEP11C TANK 1,000 GALLON PRECAST CONCRETE 7 -�� w ....1 , g THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT ' \ alp'BU1PT-1 1 / '�Iw all " SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. �LD1. SETS AO �w © EFFLUENT SEWER PIPE 4 SDR-35 OR SCH-40 PVC i �qCK _ , / �' w �` ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE / - / p a �� w DISPOSAL FIELD. ! �20'BUILDNG SE / a o I I QD DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE TBgCK © TP-1/ " I I DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. ' O J k- W �> PROP. WATER LINE TO BE �> — / v Q COORDINATED WITH THE w (4) ROWS OF PIPE-IN-STONE 73.6' a'`'= -,-,, , © Q � �J�� ' TOWN OF QUEENSBURY T) ABSORPTION FIELD ABSORPTION TRENCHES 0 50 LF THIS SYSTEM 1S DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE - ,- �� WATER DEPARTMENT / EACH IN SHALLOW CONFIGURA77ON GEXTREME RINDERS.WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE I SOUTH SIDE S�'T �` �-/ - r �� - ..� _ '� � _ O �i tp w ,. `` ,. D � a' o� w ' -��;, _-,�, =�� �.. 2 ti' ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE `ice I WASTEWATER SYSTEM. 11 ' ;.t Y t ��� �_ SYSTEM MATERIAL SPECIFICATIONS _ L — —� �� ' — SLOPE ' » _ — TpE07F S ~� 2S' S/ ' ' P N FIELD ABSORPTION FIELD AGGREGATE LOp '� DE w EN MIN TOPSOIL ABSORlLTOVER THE » " — — `, 1 p. E SEfsgCK (BL� ' I w SEED & ESTABLISH TURF STONE IS OVERFILL TO ALLOW EFFLUENT FILTER TER BE 3/4 TO 1-1/2 WASHED CRUSHED STONE. P�SE�gCK ' 11 ' BACKFILL FREE OF FOR SETTLEMENT EFFLUENT FILTER TO HAVE 1/16—INCH FILTRATION, POL120K PL-122 OR EQUIVALENT. _� ' ' STONES OVER 3" N-ftyeoll� " .� w EFFLUENT SEWER PIPE .���39 ip 160,001 5 p '---- �� J w PIPING TO BE 4' SDR-35 OR SCH-40 PVC. INSTALL IM7H 1/8" PER FOOT MINIMUM SLOPE. +.`00 �/ 11. / _ FILTER FABRIC �� + FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE M1RAFf 14ON OR EQUIVALENT. ��- ' ` W HOUSE SEWER PIPE --•►,+ Iw I FILTER FABRIC WASTEWATER SYSTEM PLAN r MIOR EQUAL 2' TRENCH WIDTH 6-12" PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. SHALLOW TRENCH FILL MATERIAL SCALE: 1"=20' w1. :! MATERIAL TO HAVE SIMILAR PERCOLA7ION RATE TO EXISTING IN—SITU SOILS. NO PARTICLES GREATER THAN 3". GRAPHIC SCALE 1 2" MrN• ° �g SEE "SHALLOW TRENCH FILL MATERIAL NOTES." TOPSOIL 10 0 5 10 20 40 W �� 4-- 12" MIN. PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. 00 a °� DO ( IN FEET ) / ­ 11- . _ ­ , _11',�� , � 6" �Co? �o°�° 0 SHALLOW TRENCH FILL MATERIAL NOTES 11 CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES w q » 4" PERFORATED PVC LATERAL, SLOPE AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH REQUIRED GRADES OVER THE 3/4 TO 1-1/2 ASHED 1/16" - 1/32- PER FT. EN71RE AREA OF PROPOSED ABSORPTION FIELD AND TAPER AREA. ' CRUSHED STONE _ yr w rl. ; � Y WASTEWATER SYSTEM SETBACK w1"1 '—= ABSORPTION TRENCH SECTION SHALLOW TRENCH FILL TO HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-SITU SOILS. FILL TO BE REQUIREMENTS T ' SCALE: NTS STABILIZED IN 6" LIFTS TO REQUIRED GRADES PRIOR TO CONSTRUCTING ABSORPnON TRENCHES. FILL ' w MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' HORIZONTALLY FROM THE EDGE OF THE PROPERTY LINE HOUSE WELL 11 , I TRENCHES. TAPER THE FILL AREA TO MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 SLOPE. S 17C TANK 10' 5il 0'EP 10 .1 / ABSORPTION FIELD 10' 1. 20' 100' SHALLOW TRENCH FILL MATERIAL 6' TIP. TRENCH SPACING 4" MIN. TOPSOIL / / /\/\/\/\/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ /\/\/\/\/\/\/ /\/\/\ \/\/\/\/\/\/\/\/\/\/\/\/\/ ;\/\/\/\/\/\/\/\/\/ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ , :. :.. - t. . . :. :' r n: ,•..: f. �.....•, �•NY .... ,.. ,. .r ..n • : .. .... ....a -ts• w s .. ..: ,. ....,,. e :.,..,,: .. .. ..,.: ., .:. r..... .. ...::" .. n / / : , r .r. .. .. - .. :. .. r: :.., ... .. ,. .. ♦..:. ..: ... .. ... .. /. : .. .. r ;.. q�-..��­�", :-��'��.�.'�.* �---'J : ­ 4_ :�. __.�. . `,��,' - . _ ., ., .. .. ♦ , , ... , ._ .. .. , / ICIER SUCH K PL122 F D TA POLYLO _. SUGGESTS . INSTALL EXTE NSION TO GRADE W1 1N - EX S POLYETHYLENE 1N TA L L @E4S11SE� _ THR GH TA NK ....... . ._.... Y VABLE OU 1 ADIL REMD - -TRAFFIC AREAS) T T S RE AF C A TR COVER NON -: ' - ... RESISTANT ACCESS 24 --- ._.._. ....TAMPER - :: ......- --.-. _ . .. _ ) OVER _. ACC ESS C . : ....: , ... ,:,:_ • z I�Ax r �`o _ ,_ - N MN � ... W _: _ ; - 1. ::._: ......_ 2 I lMUM:SEPARATION : . EX!S71 G.GR; . . ... _ ........ .___ ADS. :_.. ONI)LTI N 1. O._BOUNDAI?.Y.E 0_ T . R - - IN. COVE _ 12 M -- . PRESUMED SEASONAL HIGH GROUNDWATER TABLE ® 26 q �.r— !'ter:: :. _......_: .._. - 1 »4 P :_.: _ ER FOO T ---. T a R - . IN. COVE 12 M . .... a .:-' ... MIN. P \� 7 a SLO _„E ° 1 8 PER FOOT F d , D ISIRIBUTION BO X �75 __: !N. P1." M SLOPE ` PROPOSED 24" WIDE ABSORPTION TRENCH; (4) REQUIRED AT 50' LONG EACH NATIVE SOILS 297.6-1-29 R"489-2019 4" HOUSE SEWER ABSORPTION FIELD SECTION LIQUID LEVEL 4" EFFLUENT SEWER (SEE ABSORP77ON TRENCH SECTION AND PROFILE FOR DETAILS) Beshara Enterprises LLC WATERTIGHT SLEEVE & ° - SCALE: NTS 733 Ridge Rd SEAL (TYP.) 16„ 18„ d, BAFFLE 2" MIN SFD 1301 s.f., Garage 391 s.f. MIN. USE SPEED LEVELERS TD ASSURE ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP TAX MAP # 297.6-1-29 SAME ELEVATION BETWEEN INVERTS WASTEWATER SYSTEM DESIGN SITE SOILS DATA 4" PVC SDR-35 SOLID HEADER TO » 3-i3EDR00M RESIDENCE TEST PIT ABSORPTION FIELD, 1/8 PER FOOT MAP REFERENCE: LIQUID DEPTH MIN SLOPE DESIGN FLOW - 110 GPD/BEDROOM TP-1 - 713112018 BY TOM HUTCHINS, P.E. BASE MAP INFORMATION FROM JUL 3 30" MIN. SYSTEM DESIGN FLOW - 330 GPD 0-6" - SILTY TOPSOIL "SURVEY MAP PREPARED FOR 141 Lj 60" MAX. SEPTIC TANK NOTES SEPTIC TANK - PROPOSED 1,000 GALLON 6-22" - MEDIUM BROWN FINE SANDY SILT BESHARA ENTERPRISES LLC," 1N THE ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF PRECAST CONCRETE TOWN .OF QUEENSBURY WARREN HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR 22-29" - LIGHT BROWN SILT AND SAND COUNTY, NEW YORK. DATED lLOlt���`COGS LEACH FIELD - PIPE-IN-STONE ABSORP710N TRENCHES 29-48" - GRAYISH BROWN SILT AND SAND SEPTEMBER 4, 2018. PREPARED BY 0 ISSUED FOR PERMIT 312212019 EQUIVALENT. IN SHALLOW CONFIGURATION MINIMUM 2X WIDTH 48-49" - VERY FIRM SILT ABL SURVEYING, PLLC. .10 MAXIMUM 4X WIDTH ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE DESIGN PERCOLATION RATE = 6-7 MIN/IN N o. Revisions Date EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY APPLICATION RATE = 1.0 GPD/SF . TO ACHIEVE A STABLE BASE. ABSORPTION TRENCH AREA REQUIRED = 330 SF PR SLING 26" " W WASTEWATER SYSTEM PLAN & DETAILS PRESUMED SEASONAL HIGH WATER TABLE ® 26 ° . ° d a SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION 2' WIDE ABSORPTION TRENCH REQUIRED = 165 L.F. C,N prepared for. ° - a ^ ° o ° DESIGNED FOR H-20 WHEEL LOADING. INSTALL 4 TRENCHES AT 50 L.F. = 2OO LF PROVIDE 24' VERTICAL SEPARATION TO At Q. BOUNDARY CONDITION -� Q og ? Beshara Enterprises LLC PROPOSED 1,000 GAL. PRECAST CONCRETE SEPTIC TANK ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY ;° \, C \ Z Ridge Road Dig ®Safely■ TESTED BEFORE BACKFILLING. to New ®YOrk PERCOLATION TEST MAINTAIN ]0' MIN. SEPARATION BETWEEN WATER TP-1 - 713112018 BY TOM HUTCHINS, P.E. Town of Queensbury, Warren County, NY Call Before You Dig SEPTIC TANK DETAIL SUPPLY LINE & ALL WASTEWATER SYSTEM COMPONENTS Wait The Required Time STABILIZED PERCOLATION RATE: � ✓SE O6� � Drawn: JRS Checked:GTH Scale: NOTED Date: 3/29/2019 E Confirm utility Response SCALE: NTS 5 MINUTES 35 SECONDS PER INCH ®Respect The Marks ®Dig with care 169 ow on oad 800-962-7962 A LICENSED PROFESSIONAL ENGINEER IS 518) bury, NY 12804 one 291353-�1 (518) 745-0307 Phone www.digsafelynewya'keom VIOLATION OF NYS EDUCATION LAW. I Hutchins Engineering 518 745-0308 Fax (