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SEP-0239-2018 4w.„r r TOWN OF QUFIENSBURY g} 1 ,, `'� n ' 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-0239-2018 Date Issued: Tuesday, June 26, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-0239-2018 has been completed. Tax Map Number: 266.1-1-18 Location: 32 OAK VALLEY WAY Owner: Thomas Varney Applicant: Thomas Varney This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (1°-7W 4 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY ; 1 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 }--.. Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0239-2018 Tax Map No: 266.1-1-18 Permission is hereby granted to: Ellsworth& Son Excavating For property located at: 32 OAK VALLEY WAY In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Thomas Varney Septic Disposal-Residential $0.00 Owner Address: 32 Oak Valley Way Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Ellsworth&Son Excavating 76 ELLSWORTH LN Lake George,NY 12845 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,May 14,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the ex4piration date.) Dated at the To of Que sb i,`. I-.--:% 14,2018 0447i SIGNED BY: 1 _ ' for the Town of Queensbury. Director of Building&Code Enforcement ; y<,, SEPTIC DISPOSI L RVI ' AP-PLICATI Office Use Only • 742 Bay Road,Queens�u y,NY 12804 Town of(Zyw s wr}- p.518 761-8256 wktt en .n t Permit#: I -"O Z3'Z' ( 8- � - 1 Sf-.o®. Tax Map ID#: 266.1-1-18 -------� x. � Permit Fee:$ 7 ,Invoice#: 6571( 1-0411 v Ui- UU1RN BURY 1 Project Location: 32 Oak Valley Road BUILDI )G&CODES Septic Variance? Yes I No Primary Owner(s) Thomas&Lauren Varney Mailing Address 32 Oak Valley Way,QueensburyNY 12804 Phone &Email Installer/Builder Ellsworth&Son Excavating Mailing Address 76 Ellsworth Lane Ext.,Lake George NY 12845 Phone& Email (518)792-9246/digging@elIsworthexcavating.com Engineer Hutchins Engineering Mailing Address 169 Haviland Road,QueensburyNY 12804 Phone& Email (518)745-0307/lwdobie@hutchinsengineering.com Contact Person for Building&Code Compliance: Ruben Ellsworth Phone: (518)361-1993 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 5 110 550 PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature Sand Loam ✓ Clay Other Groundwater At what depth? -. -feet > 1/ Bedrock/Impervious material At what depth? >2 feet Domestic Water Supply Municipal T,/Well(if well,water supply from any septic system absorption is200 tft.) Percolation Test Rate: 16-20 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: 4ll`'l L . stevreft4) Tank size 2,000 gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone ' Total length 420 ft.; Each Trench 60 ft. (7 Trenches) Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: • Holding Tank 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. -- PRINT NAME: '�JJ I�Ql4-4-af 1/ T4&1 *-'1.-- i LO 1`t'{m (),t r . DATE: /44 SIGNATURE: / : ,, � , 1R131 Town of Queensbury Building&Code Enforcement Revised February 2017 � �. .1 q'.,,, .-e`4 r' . .b Y A — ....•fir r - SITE STABILIZATION EROSION & SEDIMENT CONTROL NOTES WA „ � ._._.---'--��' WASTEWATER SYSTEM DESIGN - "26 00 __...... % , .. !+�►�.,---^'"' - THE CONTRACTOR SHALL IN1 RATE STABILIZATION MEASURES AS BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 5-BEDROOM RESIDENCE - a S2B•52 SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS WATER SAVING FIXTURES --- AC7lV771E5 HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT SHOWN ON THE PLAN. (1.6 GPF MAX. FLUSH' 3.0 GPM MAX. FAUCETS �% • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, IN NO CASE MORE THAN 7-DAYS SEDIMINT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES - REPLACE FIXTURES AS NEEDED) - STABILIZA71ON OF GRASS AREAS INCLUDES HYROSEEDING USING t 1 �'' • SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY DESIGN FLOW - 110 GPD118EDRO0M % TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A FAILURE SHALL BE IMMEDIATELY CORRECTED. _ SYSTEM DESIGN F O LOW -. 550 GPD t CONTINUOUS COVER F 7-DAYS STRAW MULCH WATERED INTO PLACE. EARTH AREAS L BARE R SHALL BE SEED AND C WITHIN ALL R SEEDED N MULCHED W1 N 7 DAYS OF ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA ACTIVELY - -,Tell WOOD CHIPS IN ACCORDANCE W17H THE DETAILED EROSION UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE SEPTIC TANK < , N NEW 2000 GAL PRECAST CONCRETE DUAL COMPARTMENT CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE i INSTRUCTIONS. INSTALLED WITHIN 7-DAYS. (UPSIZED FROM 1500 GAL REQUIREMENT) TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL - < ' MAINTENANCE FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN STABILIZED FILL � INSPECTED WITHIN 24-HOURS OF A STORM EVENT AND REPAIRED DESIGN PERCOLATION RATE = 16-20 MINIIN Z-� OR MODIFIED AS REQUIRED TO BE 1N GOOD WORKABLE WITHIN 500 OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO ti AND x• ,r / LAND AREA, INCLUDING AREAS SOTCKPILED WITH EARTHEN MATERIALS, WHICH APPLICATION RATE = 0.7 GPD/SF CONDITION. HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN ABSORPTION TRENCH AREA REQUIRED = 786 SF =_ THE CONTRACTOR SHALL CONDUCT AN INSPEC77ON OF THE SITE 24_yOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE '�,�` 2 WIDE TRENCH LENGTH REQUIRED = 393 LF o ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION ENTIRE AREA AND OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO DEBRIS AND DISPOSE OF LEGALLY. INSTALL (7) TRENCHES AT 60 LF EACH PREVENT SEDIMENTS FROM ENTERING THE WAT>:RBODY. ACCEPTABLE sy 1 3 • ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, Wr-� BENCH SPACING _n SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE 420 LF TO BE PROVIDED LOCATION MAP ysITE LocArroN I �/ � ROCK RtPRAP, NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS M REVISED LOT 4 TO PREVENT EROSION. COVERINGS AND IMPERVIOUS STRUCTURES 1 30202�. $ Feet tRrt� • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 do APRIL POTABLE WATER SUPPLY TO BE EXISTING ON-SITE WELL q C i 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS -MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL .rk ' 6. 93 Acres t SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER -MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION 1 OF MULCH. 1 TRENCHES TO WELL • ANY AREA OF REVEGETA 71ON MUST EXHIBIT A SURVIVAL OF A MINIMUM OF ' - .WEiJIt % 80,E OF THE VEGETA7ION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. s rEXM r ` ' PER MAP REF.2 ` REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. SITE SOILS DATA . 1 (C4NTRACT4R TO • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND TEST PIT d 1 FIELD f� �� SPECIFICA77ONS FOR EROSION AND SEDIMENT CONTROL (NYSSSESC), DATED Tp_j 512118 ' » VERIFY) f - BY: L.W. DOBIE, P.E. s;�;..',• 1 5..8, NOVEMBER 2016. 0-2" GRASS CtRs 2-16" BROWN SILTY, LOAMY CLAY 1 ' HOLE DRY 5 x''hi�,• o'o �pa�v RM• �`�. INSPECTION REQUIREMENTS � _ to \ GE / FILLPLACEMENT 70 BE INSPECTED BY THE DESIGN ENGINEER AFTER } r 1 ` 67A / \ `� 2 STABILIZATION AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO rs El.I� ; / es9\�7 INSTALLING THE TRENCHES. A PERCOLATION TEST IS TO BE CONDUCTED BY DESIGN ENGINEER TO VERIFY IN-PLACE PERCOLATION .G Mntciv:xa A i / 6y� - RATE. ` V 3,�i / �` ORE \ .` SEPTIC TANK, PIPING, ABSORPTION FIELD COMPONENTS & TRENCHES PROP.ABSORPTION FIELD .MiN,ZwpER TO BE INSPECTED BY THE TOWN OF QUEENSBURY BUILDING a Iri STABILIZED FILL 15 ...-- n n (1 (� `� °'. DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFiLL (7)PIPE-IN-STONE NEIGHBORHOOD MAP SITE LOCATION TRENCHES 0 W EA. w 1I �! I; „ ,, , !! EXIST iooat 6AL STANDARD SPECIFICATIONS FOR I! 1 I SEPTIC TANK TO t ' 1 � t tl it it tl tt�n tt tlfti � 1I !I BE PUMPED,BACKFILLED j i R F MULCHING A N O t 1 11 i t i t kt t 1( 11 11 l W ISAND,CRUSHED&ABANDONED / " o ""t it it ti tt �� t t tt 11 1 I f 1 i 1 !1 I 1 l! EXIST.FAILED ABSORPTION DEFINITION t O rn,,, ti it it 11 tt (J 1 1t I1 J / APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE VEGETATION SEEDING SCHEDULE t � -� u J � �� �. „ „ ;; ;; i; ,t �. � U FIELD To ABANDONED r0 N tt tt It tt tt tt EL•4S4 PROP,4"HOUSE SEWER, / MATERIALS, TO COVER THE SOIL SURFACE. £ 2%MIN,SLOPE,� t t t t PURPOSE AREA OF RECOMMENDED APPLICATION 1+' It tt tl 1t THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL SEEDING SPECIES/MIX RATE i ' •�~ ��-' U U V U U U) PROP.20M GAL WHILE A SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH KENTUCKYBLUEGRASS, ' �- 11,-Tp4E[� SEPTICPRECAST MLL CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL 75 LBS/ACRE soy 15 Mi DUAL COMPARTMENT TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. MULCH WILL LAWN AREAS CREEPING RED FESCUE, TOTAL �qy�to� -- ' .- 1. � PREVENT SOIL SURFACE CRUS77NG AND AID IN WEED CONTROL. PERENNIAL RYEGRAS5 i �.��.. t W, PROP.4"EFFLUENT SEWER, 1 � ,.,� �"` '' �� 1%MIN.SLOPE MULCH IS ALSO USED ALONE FOR TEMPORARY STABIUZA77ON IN TEMPORARY ` —�. "�-- ----- � ' I CONNON-DITIONS WHERE PRACTICE APPLIES MONTHS.OWING SEEDING FOR ANNUAL&PERENNIAL 75 LBSIACRE ' _ U EROSION RYEGRASS MIX TOTAL i ~` a 19 ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB CONTROL t `d C PLANTINGS. MULCH IS USEFUL ON SOILS W17H LOW INFILTRATION PROP.SEDIMENT CONTROL FENCE \ `00� CON � RATES BY RETARDING RUNOFF ` RE°►M s w t U E Q V E CRITERIA INSTALLATI (W���K -�t OF NECESSARY EROSIONS17E PREPARATION PRIORO CONTROL MULCHINGROR EQUI WATERRESS MANAGEMENT WASTEWATER SYSTEM SETBACK SCHEDULE �NOS�S t ' MAY 10 2018 PRAC77CES AND DRAINAGE SYSTEMS. WATER BODIES ` y'9RiQ,l 1 ` SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED PROPERTY LINE HOUSE OR WETLANDS '`"� '�� `� j�I t \ , TOWN OF QUEENSBURY MULCH PRODUCTS. .� q� 1 BUILDING&CODES REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE SEPTIC TANK 10, 10' S0' ``� `.,L( f a=� \ , t NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. APPLICATIONMULCH L RATES.2 TDN/ACRE (2 BALES j 1000 SFf) ABSORPTION FIELD 10, 20` 100' ��� o o WASTEWATER SYSTEM MATERIAL $ SEPTIC PLOT PLAN TOWN OF DEPARTMENT EPAR MENT t p BUILDING DEPART,MENT I HAVE SEEN OR OBSERVED ALL OBJECTS Based on our limited examination,compliance SPECIFICATIONS i SUCH AS HOUSES, WELLS, TREES, FENCES, ETC with our comments shalt not be construed as t SHOWN CLIME T.I HAVE PERSONALLY indicating the plans and sppeecifications are in HOUSE SEWER PIPE full compliance with the bulldin PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" ' M D A CE S ORTH ON THIS DIAGRAM. g Codes of PER FOOT EFFLUENTMINIMUM SEWER PIPE t URE DATE t L., I�t 1V���or�yo*State. PIPING TO BE 4" SOR-35 OR SCH-40 PVC. INSTALL WITH 1/8- PER �E _ (ZS 00TBRICIMUM SLOPE t TOWN OF QUEE NSBURY FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA77ON ~ . BUILDING & CO Q S F CN, N MATERIAL RAFT 140N OR EQUIVALENT. 1 Q �` Reviewed : a FILLTAX MAP #S 266, -1-10 FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN '� , of o Date: ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED "WASTEWATER SYSTEM FILL MATERIAL NOTES.- �-� "COT:o r t f�ESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. TOPSOIL \ PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND ESTABLISH TURF. 1 266.1-1-18 OVERALL SITE PLAN Varney, Thomas SEP-0239-2018 SCALE: 1"=40' 32 Oak Valley Way GRAPHIC SCALE ' III Residential Septic Alteration 20 0 10 20 40 80 1 { IN FEET } t ' 0 ISSUED FOR BUILDING PERMIT 5110/18 No. Revisions Date MAP REFERENCES: t ��Q 0 66 E� � WASTEWATER REPLACEMENT PLAN •BASE MAPPING TAKEN FROM: "SUBDIVISION t �OF tt�� prepared for MODIFICATION, MAP OF A SURVEY OF A SURVEY MADE � • FOR DAVID KRUCZLNICKI" DATED OCTOBER 14, 2014 Thomas& Lauren Varney �I PREPARED BY VAN DUSEN & SIEVES LAND t Safel a SURVEYORS, QUEENSBURY, NY 1 t g y 32 Oak Valley Road New ®York .MAP OF A SURVEY OF A SURVEY MADE FOR TED & Town of Qtreensbuty, Warren Canty, New York ■Call Before You Dig SHARI CHRIMES DATED DECEMBER 14, 2015 PREPARED Drawn: LWD � Checked: GTH � Scale: 1"=40' � Date: 5f3J201$ ®Wait t�°ice TimeUniity Response BY- VAN DUSEN & STEWS LAND SURVEYORS, ■Confirm •Respect Tbo Marks QUEENSBURY, NY 169 Hovllond Rand ■019 win►Caro SM-962■7962 •AD0177ONAL S17F LOCATIONS TAKEN FROM WARREN (5ueen 18) 745-0307 Phone ury, NY 12804 29 1 22 j www.aig COUNTY CIS AERIAL IMAGING Hutchins Engineering -fir'O��S�7 g (518) 745-0308 Fox WASTEWATER SYSTEM FILL MATERIAL NOTES W/W SYSTEM INSTALLATION NOTES APPROXIMATEPOLYETHYLENE WITH TAMPER TNYLE RESISTANT ACCESS COVER EXTENSION TO GRADE LOCATION STAKE AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER 774E ENTIRE AREA CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE FINISHED GRADE WIT74 OF PROPOSED ABSORPTION BED AND TAPER AREA. W17H 714E N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS _ 2" MIN. DROP "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, AND AS7M F481 INSTALLA77ON OF THERMOPLASTIC PIPE AND CORRUGATED BETWEEN INVERTS SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PRCOLA770M RATE OF 2-5 TUBING IN SEPTIC TANK LEACH FIELDS. 12" MIN, SUGGESTED: INSTALL POLYLOK MIN/tNCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY . AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND COVER PL-122 FILTER SUCH THAT IT WEIGHT SHALL 8E FINER THAN O.OSmm. AT LEAST 25% OF THE MATERIAL BY WEIGHT FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED 1N ORDER TO I-IS READILY REMOVABLE THROUGH 12" MAX SHALL BE IN THE RANGE OF 0.50mm TO 2Omm. LESS THAN 15% OF THE MATERIAL LOOSEN SMEARED SEC77ONS OF TRENCH. a Ic J.� ,� ° •l TANK ACCESS COVER COVER BY WEIGHT SHALL BE LARGER THAN A 1/2 SIEVE a PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE DISTRIOU77ON BOX ABSORPTON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM 4" PVC SDR-35 EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL •� . 2" � .y " p _ � OF 2-FEET BETWEEN BOUNDARY COND/AON (CLAY LAYER) AND BOTTOM OF INLET ` — -! 4 UT SIR 35 i 1 IN THE ABSORPTON TRENCHES. .� 6" MIN' LIQ ID LEVEL OUTLET } t r Z" MIN. THROUGHOUT THE ABSORPTION BED AREA AND TAPERABSORP77ON TRENCHES. ONLY SYSTEM FILL AAREAS.TERIAL BALL BE INSTALLED THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATEa MAINTAINING MIN. SLOPE 1 I 1/4" PER FOOT ° , MIN. SLOPE BAFFLE ' " STRAIGHT CONTINUOUS GRADES WI774OUT SAGS, HUMPS, SEPARATED JOINTS, " " 1/3 " 1/8 PER FOOT - ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12 OR OTHER UNSUITABLE CONDITIONS. 16" 4 H x18 W SLOT, DEPTH 18 DISMBU77ON BOX NOTES LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTON TRENCHES . ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT (2) 4 ELBOWS OF OUTLET MIN. • INVERT ELEVATIONS OF ALL OUTLET PIPES INSTALLER TO N077FY ENGINEER OF PI�OSED SOURCE OF SYSTEM FILL MA7ERAL SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. WATERTIGHT SLEEVE OR 6" ELBOW INVERT i MUST BE EQUAL, USE SPEED LEVELERS. PRIOR TO IRANSPOR71NG TO SITE D0 NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED AND SEAL (TYP) ° � �- � " D-BOX 127 BE INSTALLED !N CONFORMANCE a_ 12 CLEAN SAND, GRAVEL A PERCOLA710M TEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORP7ON HAS BEEN INSTALLED. PROPOSED 2000 GAL �u z �¢ OR 3 4-1-1 2" STONE WITH MANUFACTURERS INSTRUCTIONS. DUAL COMPARTMENT � '� � / / TRENCHES TO VERIFY IN-PLACE PERCOLATION RATE IS IN ACCORDANCE WITH FILL THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES, REPLACE FIXTURES AS NEEDED IN HOUSE. PRECAST CONCRETE `=o 0 60-75% OF 25-40� OF USE SPEED LEVELERS TO 5PEt�FlCATiONa . ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE SEPTIC TANK `° TANK VOLUME TANK VOLUME ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION ABSORPTION FIELD NOTES EXCLUDED FROM THE WASTEWATER SYSTEM. MINIMUM 2X WIDTH 4" PVC SDR-35 SOLID HEADER THIS DESIGN UTILIZES STANDARD PIPE-IN-STONE ABSORPTION TRENCHES INSTALLED MAXIMUM 4X WIDTH TO PERFORATED TRENCH PIPING, IN STABILIZED FILL. CUT ALL TREES, STUMPS AND OTHER VEGETA71ON AT GRADE i/8 PER FOOT MIN SLOPE AND REMOVE. REMOVE STUMPS AND EXISTING TOPSOIL AND ORGANIC MATERIAL FROM ° SEPTIC TANK NOTES SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN BISON" ° ,< ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST ABSORPTION FIELD AREA. CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. SCARIFY OR PLOW NA71VE CLAYEY SOILS AFTER REMOVING ORGANICS AND TOPSOIL. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL 12" CLEAN SAND, GRAVEL BASE. WHERE EXISTING SOIL COND177ONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE PROVDE 24" OF VERTICAL SEPARA77ON FROM Q-STONE TQ80UNDARY OR 3/4-1-1/2" STONE SEPTIC TANK DETAIL SEP77C TANKS INSTALLED 1N TRAFFIC AREAS SHALL BE OF EXTRA HEAVY COND177ON (CLAY LAYER) AFTER REMOVING ORGANICS & TOPSOIL. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING NIS CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT SURFACE ALL JOINTS MUST BE SEALED tM1N BUTYL SEALANT. JOINTS BELOW 774E RUNOFF AROUND ABSORPTION FIELD. LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLWG 4" MIN TOPSOIL OVER THE STANDARD SPECIFICATIONS FOR SILT FENCE EN77RE ABSORP77ON FIELD; - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE DEFINITION SEED & ESTABLISH TURF MAYBE NEED TO BE REINFORCED BY USING HEAVY OVERFILL TO " 10-0 DRIVEN FENCE POST A TEMPORARY BARRIER OF GE07EX77LE FABRIC INSTALLED ON THE WIRE FENCING FOR ADDED SUPPORT. 4 MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; " BA TONE FREE OF ALLOW FOR SEED AND ESTABLISH TURF O.C. MAX, DRIVEN MINIMUM 16 CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN - WHERE THE ENDS OF THE SILT FENCE COME STONES OVER 3" SETTLEMENT INTO GROUND RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, FILTER FABRICSILT STOP EMBED PREVENT MIRAFI 140N OR EQUIVALENT SEDIMENT BYPASS AT. 77 S !N ESE CONNECTIONS _ GROUND 8 MIN & TO EFFECT DEPOSITION OF 36 FENCE POST SEDIMENT LOAD- � ........ .. ..:. � � TRANSPORTED RUN 111El I i=111=11 I 1111-III=11(= APPLICATION GRAB TENSILE STFABRIC MATERIAL RENGTH: 90 LBS ASTM FILTER FABRIC 12" MAX =1 I I=I I -1 I =1 I I=I " ` _ ICI I I ::.: MIRAFI 140N 6-12 IN E FENCE PLACED N A SLOPE. S CONTRIBUTING RUNOFF TO E N AT FAILURE 50% ASTM OR EQUAL 2' TRENCH WIDTH - 6 MIN o SILT STOP EMBED MAXIMUM ALLOWABLE SLOPE LEN LONGA77O GROUND 8" MIN. THE FEN AC D 001682 .� . w 1:2 SLOPE 50% 25 FT �`" �� UNDISTURBED GROUND ( ) CONSTRUCTION SPECIFICATIONS I� 2" MIN. �` o0,o0 SLOPE 0C�00 p FLOW._y 1.3 SLOPE (33X) 50 FT 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY 2" �WIN. ° J � l)Oa7oQa UO �-� � �_ .� ,--�..... 1:4 SLOPE (25%) 75 FT TO FENCE POSTS WITH IMRE 77ES OR STAPLE& " POST SHALL BE STEEL EITHER "T" OR "U" TYPE -0- © 12" MIN. r o��oo n n n n n n n U o� 8 MIN. '.; ;.. T:5 SLOPE N LESS f00 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT OR HARDWOOD. " DO 2- 0 FILTER CLOTH TO BE FASTENED SECURELY TO 6 °t° �o 6" � 7_ `-)0� 4" PERFORATED PVC LATERAL, �` EXCEED i/4 ACRE PER 100 FEET OF FENCE WIT74 MAXIMUM " Dc� � / SECTION WOVEN WIRE FENCE WITH 17ES SPACED EVERY 249QOc Ogcn SLOPE 1/16" - 1/32" PER FT. END CAP PONDING DEPTH OF 1.5 FEET. AT TOP AND MID SECTION. FENCE SHALL BE 3/4" TO 1-112" �� PERSPECTIVE SOIL BACKFILL - EROSION WILL OCCUR AS SHEET EROSION. WOVEN WIRE, 6" MAX. MESH OPENING. CRUSHED STONE 3/4" TO 1 1/2" - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO 3• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ABSORPTION TRENCH SECTION CRUSHED STONE ABSORPTION TRENCH PROFILE SEDIMENT CONTROL FENCE DETAIL "GE EACH ESA FOLDED. SHALL T OVER-LAPPED BY DESIGN CRITERIA 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE NTS NTS NTS - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET OR APPROVED EQUIVALENT FROM THE TOE OF A SLOPE TIME AREA BEYOND THE FENCE 4• PREFABRICATED UNITS SHALL BE GEOFAB, MUST BE UNDISTURBED OR STABILIZED. ENWROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" PIPE-IN-STONE ABSORPTION SYSTEM FILL MATERIAL WITH W-PLACE DEVELOP IN THE SILT FENCE. TRENCHES, (7) TRENCHES AT 60' PERCOLATION RATE OF 3-6 MIN/INCH. EACH, STEP EACH TRENCH 6" MAX. MECHANICALLY STABILIZE WITH TRACKED , SLOPE LENGTH/FENCE LENGTH(FT,) EQUIPMENT i 52't TOP of FILL MOTH r k SLOPE STANDARD REINFORCED SUPER �UPGRADIENT SWALE <2% 300/1500 NIA N/A 3' SYSTEM FILL 7' TYP. TRENCH TAPER AREA - MAXIMUM SLOPE 1:3. HIGH SIDE SPACING SYSTEM FILL MATERIAL ALL AROUND 2-LOX 12511000 25012000 30012500 � TRENCH WIDTH 4" MINIMUM TOPSOIL ON -EXISTING ORGANIC MATERIAL & 10-20X 100/750 15011000 20011000 z' TYP TURF SEED 5' SYSTEM FILL TO TOP OF TOPSOIL TO BE REMOVED PRIOR TO 20-33Z 601500 80/i50 100/1000 AND ESTABLISH TAPER LOW SIDE & ENDS_ PLACING FILL 33-50x 401250 70/350 1001500 2 R MIN TAPE .-._.. _......... LOW SIDE 20 125 30 f75 50 50 >501. / / / 2 24 MIN ` _...... O .r, qp ROXI q ;..._... .: __... ; ;......._....._ _. ... . ;.. . .; - DMAX SLOPE ONDtTION CL .. --- _ , ( AY . . YEAR)�. NECESSARILY SYSTEM A ARIA NOT NE FILL M TE L - i i . . FILL) AS NEEDED TO PROVIDE SEPTIC Ft L- TANK AND EFFLUENT PIPE COVER 24 MINIMUM GRANULAR SYSTEM L T - MATERIAL-BELOW TRENCHES 48 TOTAL, 3 6 ----� --- . MINIMUM 24 ---- -� _ i i-♦8 RCOLAT10N RATE • INSTALL TRENCHES TO PROVIDE _._.... , _. ._ _._..__ _.. ............. TAX MAP #s 2dd.1'.t 1C7 MIN. IN PLACE PE NOTE ; :...._......._; 7777��l SEPARATION BETWEEN BOUNDARY CONDITION (CLAY LAYER) AND BOTTOM OF TRENCH BOTTOM OF STONE OVER ALTERATION THIS DOCUMENT E LICENSED ( ) _.._._.. PROFESSIONAL ENGINEER IS A VIOLATION OF NYYrS EDUCATION LAW. EN71RE LENGTH OF TRENCH, ABSORPTION FIELD SECTION NTS 0 ISSUED FOR BUILDING PERMIT 5110118 No. Revisions Date WASTEWATER REPLACEMENT DETAILS prepared for s. Thomas & Lauren Vamey �4 Dig iSafely, }�� 32 Oak Valley Road NewYork c Town of Quem-sbury, Warren County,New York 0 Call Before YOU D •wait The Required Time O EF 1C 01 Drawn: LWD l Checked: GTH I Scale: NOTED Date: 5/3/2018 •confirm utiiny Response 169 Haviland Road ®Respect TM Marks ®Dig With Care l tf . 146 800.962-7962 Queensbury, NY 12804 291227-01-S2 (518) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fax SYSTEM DESIGN __---- WASTEWATER ESI N 82°26'00_.,_�." ` 5—BEDROOM RESIDENCE 329.52' WATER SAVING FIXTURES %` (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS — REPLACE FIXTURES AS NEEDED) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 550 GPD f «�. - 1 e9�► ` SEPTIC TANK. \ NEW 2000 GAL PRECAST CONCRETE 1 O` (UPSIZED FROM 1500 GAL REQUIREMENT) LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES ` INSTALLED IN STABILIZED FILL I / � DESIGN PERCOLATION RATE = 16-20 MINIIN Z% APPLICATION RATE = 0.7 GPD/SF ' vAr �� ABSORPTION TRENCH AREA REQUIRED = 786 SF 2 WIDE TRENCH LENGTH REQUIRED = 393 LF j� p� INSTALL (7) TRENCHES AT 60 LF EACH 33 '� w° r W —FT TRENCH SPACING _ 1 P. s1TE LOCATION I ,��/ ��` 420 LF TO BE PROVIDED LOCATION MA ' REVISED LOT 4 POTABLE WATER SUPPLY TO BE EXISTING ON—SITE WELL 1 I 302024. 4 Sq. Feet / CIRS\ —MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL 6. 93 Acres ` -MAINTAIN 100 MINIMUM SEPARATION FROM ABSORPTION TRENCHES TO WELL �� .a ��,� :� �� Y,� ---- -"� x EXIST.WELL& ` �$ SITE SOILS DATA r ' I PER MAP REF.2 },IV*Ok. lri 1 (CONTRACTOR TO TEST PIT 1 \ FIELD VERIFY) / `% TP-1 — 5/2/18 BY.• L.W. DOBIE, P.E. 0-2" GRASS "QUSE CIRS 2-16" BROWN SILTY, LOAMY CLAY 3, � � I 1 r � - 1 / HOLE DRY 4 rQ RM. / \ IN-PLACE PERCOLATION TEST i-a i . o �"pp' \ PT-1 - 6115118 BY- LW. DOBIE, RE "U' Nlo GA�►GF \ \ STABILIZED PERCOLATION RATE: 4 MINUTES PER INCH \S9 ``, INSPECTION REQUIREMENTS HotMai,S4 j Z 1 `I / / 83'� row 1t i 9., - - 81:M'� y \ �L\ FILL PLACEMENT TO BE INSPECTED BY THE DESIGN ENGINEER AFTER 0�' ��2.. � 1 �3 TAPER � �� � �` �s,'� v g NI— ABSORPTION FIELD VED STABILIZATION AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO rs. ' }; IN STABILIZED FILL / , -1 pA E `�` INSTALLING THE TRENCHES. A PERCOLATION TEST IS TO BE o.I (7)PIPE-IN-STONE ( DR'N CONDUCTED BY DESIGN ENGINEER TO VERIFY IN—PLACE PERCOLATION 1 TRENCHES 0 W EA. n � `. RATE. 11 11 n ++ ++ i ►+ I II II III ,i 11 i► 11 „ � ,,.... � `� NEIGHBORHOOD MAP `—SITE LOCATION ' N 11 ++ 11 It ++ ++ +I I I I I I I I I I I I i PREVIOUS 1000t GAL SEPTIC TANK, PIPING, ABSORPTION FIELD COMPONENTS & TRENCHES � o! .� +► 11 11 + III II 1 O� C 3 �' 11 11 11 " (1 I I I I I I I I III SEPTIC TANK \ To BE INSPECTED BY THE TOWN OF QUEENSBURY BUILDING ' Om 0 11 ++ 11 11 II II II III I IRE n' a 2 ,�, ++ 11 11 ++ W 1 I I EXIST.FAILED ABSORPTION, DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFILL 7 r �' 11 ++ 11 1+ ++ +i ll II II II II 1 I1 ABANDONED rn O 1i II 11 II ll II II III II VEGETATION SEEDING SCHEDULE uu � � 11 11 11 11 11 it 11 )PT-,lu u u ' I ' u � uuu _ 4"PVC HOUSE SEWER / AREA OF RECOMMENDED APPLICATION ' ' 2000 GAL / SEEDING SPECIES/MIX RATE � � •co.�`� PRECAST �ACOwK C• i KENTUCKY BLUEGRASS, 4"PVC EFFLUENT SEWER LAWN AREAS CREEPING RED FESCUE, 75 LBS/ACRE q PERENNIAL RYEGRASS TOTALG Opp I i \ \ r TEMPORARY ` I I SEEDING FOR ANNUAL&PERENNIAL 75 LBS/ACRE EROSION RYEGRASS MIX TOTAL 1 't I CO CONTROL \I 1 00 ''�'teAN I M 1 )S��4ftk 1 CC WASTEWATER SYSTEM SETBACK SCHEDULE `osFs m; I �, RECORD DRAWING NOTE: WATER BODIES l I �, A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE PROPERTY LINE HOUSE OR WETLANDS \ `S 1 Z t DURING CONSTRUCTION AND IT IS MY OPINION THAT \ •r44 THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE SEPTIC TANK 10, 10, 50' �_� \ ' 1 WITH THE APPROVED PLAN AND THIS RECORD h \ ' DRAWING. FINAL TURF ESTABLISHMENT WILL BE ABSORPTION FIELD 10, 20' 100, �\ Q•.r�H COMPLETED. LUCAS W. DOW, P.E. WASTEWATER SYSTEM MATERIAL 6121118 WAS � SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH i/4" ' ' AS BUILT PER FOOT MINIMUM SLOPE \ RECORD DRAWING 6.21.18 EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" ' INSTALLED BY: PER FOOT MINIMUM SLOPE ELLSWORTH & SON EXCAVATING INC. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION \ 1 , FABRIC, TENCATE MIRAF► 140N OR EQUIVALENT. 1 w SYSTEM FILL MATERIAL \ TAX MAP #s 266.1-1-18 FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED "WASTEWATER SYSTEM FILL MATERIAL NOTES."PARTICLES GREATER THAN 3" As DESCRIBED ►N \ \ ' �1 o PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. "W TOPSOIL \ N PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. N SEED, MULCH AND ESTABLISH TURF. OVERALL SITE PLAN ' SCALE: 1"=40' ' GRAPHIC SCALE 1 20 0 10 20 40 80 ' 1 RECORD DRAWING 6121118 0 ISSUED FOR BUILDING PERMIT 5110118 ( IN FEET ) ' No. Revisions Date MAP REFERENCES: WASTEWATER REPLACEMENT PLAN •BASE MAPPING TAKEN FROM: "SUBDIVISION ' prepared for MODIFICATION, MAP OF A SURVEY OF A SURVEY MADE FOR DAWD KRUCZLNICKI" DATED OCTOBER 14, 2014 Thomas & Lauren Varney DigSafely. PREPARED BY. VAN DUSEN & SIEVES LAND SURVEYORS, QUEENSBURY, NY ' 32 Oak Valley Road Now York Town of Queensbury, Warren County, New York •MAP OF A SURVEY OF A SURVEY MADE FOR TED & ■Call oafore You Dig SHARI CHRIMES DATED DECEMBER 14, 2015 PREPARED ■Walt The Required Time BY. VAN DUSEN & SIEVES LAND SURVEYORS, i Confirm Utility Drawn: LWD Checked: GTH 169 Ha i'land Road, Date: 5/3/2018 ■Respect The Marks QUEENSBURY, NY Queensbury, NY 12804 ■ Willi'Cans 291227-01 -S 1 800■962■7962 •ADDITIONAL SITE LOCATIONS TAKEN FROM WARREN (518) 745-0307 Phone srww.dlysablyne-york.eom COUNTY GIS AERIAL IMAGING Hutchins Engineering (518) 745-0308 Fax