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Beach - Septic Record Drawing gy t q w � Lands Now or Formerly of Roberta B. Reichenbach _ z t y Book:3698 Page:123 288.-1-18.2 a N 85°01'00" E " a 88.18 WASTEWATER SYSTEM DESIGN \, _ IPF (Bent) / \ r „ - �F U.P.NM30.5 IPF (Be ) 3-BEDROOM RESIDENCE y .. N 89 33 00 E 392.99 axonQwan _— 8`8a 0�� a�> i .. CIRS 7 6. 3' I ri F \" e w DESIGN FLOW - 110 GPDIBEDROOM y - \ 1 t take s SYSTEM DESIGN FLOW - 330 GPD s SEPTIC TANK - NEW 1,000 GALLON � w r� / PROPOSED DISTURBANCE UMtT 26,500f SF \ r PRECAST CONCRETE �\ 50�r tiYELL / `�... LEACH FIELD - PIPE-IN-STONE ABSORPTION TRENCHES ;. ..;; Via;:.,; r,,., -�-__ 7BACK .. IN SHALLOW CONFlGURATION _ w -' NEW EFFLUENT SEWER -- DESIGN PERCOLATION RATE 6 7 MIN IN O y-_ `"�.. A � ----__ /� � ---�, /-"" —'-� ..� � y ff�I z ai y;• t S.. i ✓ �� ����. _.. .: ^i ��.� a s s � /"-o' � . �----._ � --._._ ---'--' ,., ,. � � �: ' `^ � z a.:. 57 t:.,?,r .z•> ........:. . �. 2 �. .., ^ -.,.. tee;. ' ..'•. —- / A PLICAT ONRATE 1.Q GPD SF _ '.. . `�'t'l s`�� 4 ABSORPTION TRENCH AREA REQUIRED 330 SF � � � �3 � �,..,, ...�,. ,..:.,...z. ._.... � ...:; .,..:._...•.. 1k 7L"� � .: 2"' �' rti .. .. .t-„ .. <....., ., .,. ,„::.. ,E�,:: .,<. i ...•.w... .. �.. rz"" 51 ACK M. �. l ,� r �. . .<-. �. ,. .W ,.. � ..,,.; � � �.��.�`,�.::: INSTALL 4 TRENCHES AT 45 L.F. = 180 LF v ---- . NEW --�" s'�'�` � ���� ,.�- --� �„. �s � `-" � �� ,� ,; SITE L©CATION ~� `~ �LLt _ _ � �y _ _ y aP LOCATION MAP clRs V � � 1 ��i� " /' _ POTABLE WATER SUPPLY IS ON-SITE WELL pp' WELL MAINTAIN 50' MIN. SEPARATION BETWEEN WELL & SEPTIC TANK SYSTEM INSTALLATION NOTES MAINTAIN 100' MIN. SEPARATION BETWEEN CONSTRUCTION SHALL BE AS SHOWN ON T-llS DRAWING AND IN ACCORDANCE WIT-! THE N.Y.S. DEPARTMENT \ h OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND WELL & ABSORPTION AREA \ CORRUGATED TUBING IN SEPTC TANK LEACH FIELDS. Lands Now or Formerly of '` \ . merest Pt ---- --.__ �`�- / , Roberta B. Reicchenbach �\ \ \ \ \ `�)- ` \ ` MAINTAIN 10 BETWEEN WATER SUPPLY LINE(S) AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL Book:3698 Pa e:123 AND ALL WASTEWATER SYSTEM COMPONENTS BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. -288.-1-18.2 � \\ 1~``� `ti.� \ \ -^•` f-,..� � --._ .> " ., tarecvai_.;_; \ \ S CPPG",_ PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF \} U.P.¢ ' SITE SOIL.? DATA FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. ET BAC -- B.+A.T of Nad V/J _ / TEST PIT THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHQUT \ hf t TP1 - 4J6/2023 BY TOM HUTCHINS, P.E. SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. \� `' � 0-7n - WOODS TOPSOIL \� \� 7-29" - MEDIUM BROWN GRAVELLY SAND, DISPOSAL ALL OFIELD. FIELDSSAL SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE V \\\ \ NEW 1,000 GALLON PR CAS '� / � \ �/ / " SOME SILT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. CONCRETE SEPTIC TANK / �"o/ o A J l 29-53 - GRAYIBROWN SILTY SAND \ \, THIS SYSTEM 1S DESIGNED FOR WATER CONSERVING FIXTURES AND 1S NOT DESIGNED TO ACCOMMODATE NEW PIPE-IN-STONEABSORPTION i " _^1 j ,�9� I \ ROOTS TO 29 EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE TRENCHES IN SHALLOW CONFIGURATION _ \ �} ` /� " GRINDERS. (4) TRENCHES 0 45 LF EACH, ___..--� / ` ( MOTTLING ® 33 180 LF TOTAL y \ �/� \ \ BOUNDARY CONDITION @ 30" ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM 714E WASTEWATER SYSTEM. TEST PIT TP-2 - 41612023 BY TOM HUTCHINS, P.E. SYSTEM MATERIAL SPECIFICATIONS 0-6" - WOODS TOPSOIL ABSORPTION FIELD AGGREGATE ---_75' 1D�-SE�CK� \ �� �� 6-28"" — LIGHT BROWN LOAMY FINE SAND STONE IS TO BE 314" TO 1-1 j2" WASHED CRUSHED STONE. 28-48 — OLIVE BROWN MEDIUM AND FINE EFFLUENT FILTER SAND EFFLUENT FILTER TO HAVE 1 16—INCH FILTRATION POLYLOK PL-122 OR EQUIVALENT. C\ `� a EFFLUENT SEWER PIPE , w `� \\ V �� ROOTS TO 31" " PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL MIN 118" PER FOOT MINIMUM SLOPE. MOTTLING 0 31 FILTER FABRIC GROUNDWATER @ 40 FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 14ON OR EQUIVALENT. BOUNDARY CONDITION @ 31" HOUSE SEWER PIPE PROVIDE 24" VER77CAL SEPARATION TO PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1 4" PER FOOT MN/MUM SLOPE. \ \ \\ \\\ \ �\ \ \ \ s IP Wr Spi of �� s 25°3 �oo° w BOUNDARY CONDITION SHALLOW TRENCH FILL MATERIAL \ \\ \ \ l x F wI Expin 10.72� MATERIAL TO HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-SITU SOILS NO PARTICLES GREATER THAN 3" l � P (Bent-Lea in t ) � � 565.84� i1 _ \ PERCOLATION TEST SEE "SHALLOW TRENCH FILL MATERIAL NOTES." I (Bent) !� 891237o.. P -� PT-1 - 4/612023 BY TOM HUTCHINS, P.E. TOPSOIL Lands Now or Formerly of `" STABILIZED PERCOLATION RATE: 6-7 MIN PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF Jon F. Nolin PLAN Book:5347 Page:310 SITE PLAN — — 1 288.-1-20 � ZONING REGULATIONS SHALLOW TRENCH FILL MATERIAL NOTES SCALE: 1"=40' \ AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH REQUIRED GRADES OVER THE GRAPHIC SCALE TOWN OF QUEENSBURY ENTIRE AREA OF PROPOSED ABSORPTION FIELD AND TAPER AREA. RR-5A-RURAL RESIDENTIAL 20 0 10 20 40 $0 RECORD DRAWING DIMENSIONS D/MFRONT sE BACKREM100' STABILIZEDSHALLOW IN 6" LIFTS FILL �TOAVE REQUIREDAGRADESOPRIOR TO CONSTRUCTING ABSORPTION ATE TO EXISTING IN-SITU SOILS. LTRENCHILL ES. T O BE FILL ( IN FEET ) TABLE REAR SETBACK = 100' MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' HORIZONTALLY FROM 714E EDGE OF THE. CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES SIDE SETBACK = 75' TRENCHES. TAPER THE FILL AREA TO MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 SLOPE. CORNER "A" CORNER "B" MINIMUM PERCENT PERMEABLE = 75Z MAXIMUM BUILDING HEIGHT = 40' S T. INLET PORT 15.5' 36.8' RECORD R S.T. OUTLET PORT 20.9' 39' CV L/ DRA Wl NG Drs7T�rBunoN sax 33' 43.5' INSTALLATION DATE: 411912024 INSTALLED BY - NIMS OUTDOOR SERVICES SITE DEVELOPMENT _DATA SEPTIC RECORD DRAWING NOTE: TOTAL LOT AREA 5f A CRES A REPRESENTA77VE OF OUR OFFICE WSI7ED THE SITE a /'► 217,800f SF DURING CONSTRUCTION AND IT IS MY OPINION THAT SITE SETBACKS TOTAL DISTURBANCE 26,500f SF THE SEPTIC SYSEEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS PROPOSED RECORD DRAWING FINAL SURFACE FINISHING AND 7URF REQUIRED EXISTING EXISTING CHANGE IN PROPOSED RESIDENCE IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS ESTABLISHMENT IS ONGOING FRONT 100' - 249.5' G. THOMAS HUTCHINS, P.E. REAR 100' - 279.8' HOUSE & ATTACHED GARAGE - +1,678 SF 1,678 SF 61612024 SIDE (NORTH) 75' - 77.4' DRIVEWAY - +4,613 SF 4,613 SF SIDE (SOUT-H) 75' - 214.2' TAX MAP # 288.-1-21 TOTAL IMPERVIOUS 8,684 SF +6,291 SF 6,291 SF PERCENT IMPERVIOUS 24.6% +2.9% 2.99a Dlg ® safely. New ®York El Cali Before You Dig Wait The Required Time Confirm Utility Response ®Respect The Marks 1 SEPTC RECORD DRAWING 61612024 Dig With Care 800-962-7962 0 ISSUED FOR PERMIT 9/1112023 www.digsafelynewyark.com No. Revisions Date MAP REFERENCE: ' -� SITE PLAN BASE MAP INFORMATION FROM "MAP OF A �� S TOPOGRAPHIC SURVEY MADE FOR CATHERINE & ® � `rC` prepared for: JUS77N BEACH" IN THE TOWN OF QUEENSBURY, \� Catherine & Justin Beach WASTEWATER SYSTEM SETBACK REQUIREMENTS WARREN COUNTY, NEW YORK. DATED MARCH 28, 2023. PREPARED BY `= �,;a � Gurney Lane S7REAM, LAKE, PROPERTY LINE HOUSE WA7ERGOURSE, Town of Queensbury, County of Warren, State of New York WELL an D u,s e WETLAND ,� Drawn: JRS/WGC Checked: GTN Scale: NOTED Date: 5/23/2023 & � 007 '! SEPTIC TANK 10' 10' 50, 50' Steve s 0, E ; 169 Haviland Road ABSORPTION FIELD 10' 20' 1Q0' tOQ' Laxi d Surveyors ALTERATION OF THIS DO UMENT EXCEPT BY Queensbury, NY 12804 292111 -01 -S 169 Haviland Road Queensbury, New York 12804 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 1 (518) 792-8474 New York Tic. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fox