The URL can be used to link to this page

2015-131 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150131 Date Issued: Monday, July 20, 2015 This is to certify that work requested to be done as shown by Permit Number P20150131 has been completed. Tax Map Number: 523400-289-014-0001-016-000-0000 Location: 17 PIONEER Pt Owner: JANE NOLAN BARTON & OTHERS Applicant: JANE NOLAN BARTON & OTHERS This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 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 1011% 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150131 Application Number: A20150131 Tax Map No: 523400-289-014-0001-016-000-0000 Permission is hereby granted to: JANE NOLAN BARTON & OTHERS For property located at: 17 PIONEER Pt 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 Value Owner Address: JANE NOLAN BARTON & OTHERS Septic Alteration Residential 445 RIDGE Rd Total Value QUEENSBURY,NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-131 septic alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, May 01,2016 (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 expiration date.) Dated at the Town of ee ury; ida vivo' 01, 2015 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT L-4 Office Use Only C DATE .. $ 'Ceived nn ID TAX MAP ID 280. 6 E MAY 0 1 2015 P rM No. 2.015 -1'71 _ Permit:Fee LtD VA LOCATION OF INSTALLATION 17&19 P1 S NEER POINT"' QUEENSBURApproliais: (GLEN LAKE) - a & CODES APPLICANT TERRY&JANE BARTON / COLLEEN HOGAN CLARK PHONE/E-MAIL JANE.BARTON50@YAHOO.COM- ADDRESS 445 RIDGE ROAD,QUEENSBURY NY 12804 / 3305 HIDDEN RIVER VIEW ROAD,ANNAPOLIS MD 21403 INSTALLER/BUILDER: (TO BE DETERMINED) PHONE/E-MAIL (410)693-3341(COLLEEN) 4 ADDRESS: OWNER (SAME AS APPLICANT) PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: HUTCHINS ENGINEERING PHONE (518)745-0307 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y ✓ N 1981-1991 Spa or Hot Tub installed _Y ✓ N 1992-Present 5 110 550 PARCEL INFORMATION Topography ✓ Flat rolling Steep slope %slope Soil Nature ✓ Sand Loam Clay Other Groundwater At what depth? >7' Bedrock/Impervious Material At what depth? >7' Domestic Water Supply GLEN LAKE Municipal Well (if well,water supply from any septic system absorption is ft.) Percolation Test Rate: 1-5 per minute per inch(test to be completed by licensed engineering I architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1,500 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.;Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? PRESBY SYSTEM ABSORPTION BED 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 & approved. The installed system must match the septic system 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 know 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: a(lee, Necnn C io -Ic Signature: Date: `1 - 2 /S Town of Queensbury Building&Codes ✓ �_ Septic Disposal Permit July 2014 QQSVC- t 6-1U-e UNC I- Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: 02\,a5I -1 &L,44,(-4 . Inspected on: I ( [�5 Location: 1,9 o/JC Arrive: / cc a.m.lp.m. Permit No.: /P t4C \, ( Inspector's Initials: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: Well Casing Length 50'+ - Y N N/A [150'to well required if NO] Absorption Field: Total lengt ft. Length of each trench ft. Depth of trenches ft. Size of Stone U(/ Seepage Pits: Number Size: x / Stone Size: fiil\j/(9et ‘tr-L 4X7 Piping ize Type . 4- �,."�-( Building to tank % Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: _Y N End Cap _Y_N Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ( ft. Separation of Pits ft. Conforms as per Plot Plan Engineer Report and As-Built Y N ETU Maintenance Contract provided N Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear S stem Use Stat : Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 a — ‘C Septic Inspection Report Inspection request received:� 51!'Z1\t _bpd bA-o, Inspected on: 5 22-120,1 S • Location: 1 L Pi O A' Pte,4-- Arrive: ' "�� a.m./p.m. Permit No.: Y 5—1' 1 Inspector's Initials: AP ,nialli Comments andlor diagram Soil Type: an Loam/Clay Type of r: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. v ' / Z"-c_c,n. .4- Other wells: ft. Well Casing Length 50'+/- Y N N/A f -i -- - "� �R__) , [150'to well required if NO] --:51-- Absorption Field: Total length w ft. 1, r7E 1s44',- f,9 Length of each trench ft. Depth of trenches ft. f7'RJl - 5 ,( Size of Stonel'AAAs 1 Seepage Pits: Number Size: Stone Size: Piping Size • Type Building to tank 4`` A)(2, c --. Tank to Distribution Box c�"/ Distribution Box to Field/Pitit., `c S2— Opening Sealed: N End Cap ✓Y N Inlet/Outlet Pipes&Baffles NL ,��, Manholes 12"or less below grade YY /�- LJ�' �� /� [provide extension collar if Yes] _Y N Gr Location/Separations ov �,�`- �� 'Fq, O �p /DOS Foundation to tank t(./ ft. 1 Foundation to absorption ft. • ' v -- Conformsn of Pirs ft. v V I_W ` � ' Conforms as per Plot Plan N/ Engineer Report and As-Built Y IA ETU Maintenance Contract provided Y N Location of S st • on Prise : Front 'ear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved 0 Septic Inspection Report 7 sgi Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 • 0--/el iOlth or eiertt r Septic Inspection Report Inspection request received: Si f Name: '�fpil ('(c) - v., Inspected on: e /0 /,5 Location: I -71 1 Dv1-eer t6 i.,t ` 77Arrive: .tspo 4op• •.. Permit No.: R(') i. - 13 i !�`a Inspector's Initials: ,, ••� ments and/or dia•ram Soil Type: Sand I Loam I Clay Type of Water: Municipal/Well Water tR ]- � e Waterline separation distance ft. Well separation distance ft. G'13� _ Co a ,)-(, . Other wells: ft. II Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Dam cr r Absorption Field: Total length ft. Length of each trench ft. (9i ) Cl/�i ,O alO A Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building tolbrrlt-C[704 Q 31. oto WI 802_,b----- Taggo Dim Kea.vA Ak► f 414 • r PLS 1 Fns NtRo,IS Distribution Box to Field/Pit Opening Sealed: _Y_N End Cap _Y_N Inlet/Outlet Pipes&Baffles _Y—N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] _Y_N Location I Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan __Y__N Engineer Report and As-Built _Y__N ETU Maintenance Contract provided _Y__N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status. Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report4 MAP REFERENCES 1. "MAP OF A SURVEY MADE FOR W- TERRANCE AND JANE BARTON" DATED AUGUST 20, 2004, BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY NY 2. "MAP OF A SURVEY MADE FOR MICHAEL & PATRICIA O'CONNOR" DATED APRIL 12, 2013, REVISED DECEMBER 2, 2013 BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY NY 3. "MAP OF A SURVEY MADE FOR ROBERT & RENEE LITTLE AS TRUSTEES FOR THE ROBERT & RENEE LITTLE REVOCABLE TRUST DATED JANUARY 4, 2013," REVISED MAY 7, 2014 BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY NY 289.14-1-17 LANDS N/F OF COLLEEN HOGAN 6' t TO SHORE DOCK CIR5 \ / o xx 10 GLEN � I � 7 tic • v`, 289.14-1-19 �'S0 �`�� `XE WATER TO CAMP FROM LAKE ( -� LANDS OF 9F ••A� LITTLE WATER TO CAMP PROP. E -ONE PROP. 1-1/4" I t1OUSE HDPESDR-9 1 9.01± FORCE MAIN 1 3 -BEDROOM PROP. 4" PVC -'�-I RESIDENCE SDR -35 HIGH VENT ➢ Q LINE FROM D -BOX C TO HOUSE SEWER I n� 1 O I � E PR F� u PROP. E -ONE SEP ; '-� GRINDER PUMP f STATION w' a � PROP. HOUSE SEWER a ;LL 15TORY I1 WOOD FRAME �, / -- House i Qif 2 -BEDROOM ' rf SEASONAL RESIDENCE PUMP HOUSE FOR WATER 5UPPLY 4 PROM LAKE ; - O a' 289.14-1-I6� PROP. 1500 GAL T'� LANDS OF STANDARD R/fTED PRECAST CONCRETE / /.% BARTON SEPTIC TANK; / PROP. DIST. a Box AREA PROP. 13,358 Sq.Ft. 4" MANIFOLD & LOW VENT 0.31 acres r, KE I 9.14-1-15 °45p'1g^ E ° LANDS OF j0'CONNOR� _ i O n/ !'$ AREA PP 420.41 ' x y �l .F XO 334.6 Sfl I o/y 0.24 Act WATER TO CAMPi N 82 200.00' 0�-_ --- _ y 34 1p ° 10,017 sq.ft., w� 0.23 acres w tl 289.14-1-14 - 1� o I LANDS OF—'--=- m 3 LITTLE a ; mIU EXIST. +1 a WELL I N EXTENSION TO GRADE WITH TRAFFIC RATED CAST IRON MANHOLE COVER, SYRACUSE CASTINGS 11020 OR EQUAL PRECAST CONCRETE RISER AS REQUIRED 4" PVC INLET ASPHALT SWAIF N82`34'1,j ton 12" MIN. COVER 2' a; MIN. SLOPE �' I Ie�PROX. =----- -- I l _XIIING 1/4" PER FOOT c u�, SEPTIC" 50-85% 1I 25-607 16" SCUM GRINDER PUMP - E/ONE DH071 (1 PER RESIDENCE) 0-10% N n 0-2% (MUST BE OBTAINED BY WASHING) WATERTIGHT SLEEVE KNOCK -OUTS IN THE DISTRIBU70N BOX TO THE HOUSE SEWER ORIENTED SLOPE I FIBER MAT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER DESIGN PERCOLATION RATE = 1-5 MIN/IN Drawn: LWD AND SEAL (TIP.) EFFLUENT x� 1 1 SAND BED AREA PROVIDED = 496 SF AES PIPE LENGTH REQUIRED = LODGE 50 LF/BEDROOM x 5 -BEDROOMS = 250 LF o � � INSTALL (10) LATERALS 0 30 LF IN 16'x31' SAND BED foo nI M b SITE PLAN SCALE: I"=20' APPROXIMATE FINISH GRADE GRINDER PUMP \ FROM LAKE , STATION EXIST. HOLDING TANK \ \V, U, TO BE ABANDONED 1 PROP.11/4"� HDPE SDI FORCE MAIN \ - I PUMP mou5r ' WATER TO CAMP \ \ FROM LAKE 5' ± TO SHORE AREA Io 12357.1 Sq.Ft. \ z 0.28 Acres aRs cA�PO� - - ROX yOf T. \ I LANDS N/F OF f�\ 1 0 P GARDNER \ EXIST. PROP. TRAFFIC RATED \ WELL ABSORPTION BED 1111111111111111111 \ 596 SF W1300 LF OF PRESBY AES PIPE I Alk 1111111 � � £ gill VIII IIII0111,1 it IIII�IIIIII 111111111 JIII !I I RU511 STONE GRADE TO DRAIN 1 \ \ AWAY FROM PUMP 10. Imo` I STATION ORP16• �� S gPC'fr--1 � � � \ ED ELECTRICAL - — I QUICK i DISCONNECT I: QUICK DISCONNECT yyi 'I ASSY 1I APPROX. EXISTING SEPTIC ( 1 SS CAST BALL VALVE ((( I -0 O N II 1.25' DISCHARGE n\ — y `� mma:sx 4" PVC SDR -35 BY-PASS VENT FROM D -BOX TO HOUSE SEWER LINE �' I Ie�PROX. =----- -- I l _XIIING WATER SAVING FIXTURES (INSTALL IF NECESSARY) c u�, SEPTIC" 50-85% 1I 25-607 SYSTEM DESIGN FLOW - 550 GPD SCUM GRINDER PUMP - E/ONE DH071 (1 PER RESIDENCE) 0-10% N n 0-2% (MUST BE OBTAINED BY WASHING) I KNOCK -OUTS IN THE DISTRIBU70N BOX TO THE HOUSE SEWER ORIENTED SLOPE I FIBER MAT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER DESIGN PERCOLATION RATE = 1-5 MIN/IN Drawn: LWD y EFFLUENT (PER INSTALLATION MANUAL) 1 1 4" PVC SDR -35 BY-PASS VENT FROM D -BOX TO HOUSE SEWER LINE MINIMUM 2X K10TH MAXIMUM 4)WIDTH n. n 1500 GAL PRECAST CONCRETE SEPTIC TANK NOTES SEPTIC TANK TRAFFIC RATED ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. 5 / BAFFLE---— Y PRECAST CONCRETE DISTRIBUTION BOX USE SPEED LEVELERS TO ASSURE - ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER TO - PERFORATED ABSORPTION BED PIPING, 1/8" PER FOOT MIN SLOPE SEPTIC TANK DETAIL RID1 GEOTEXTILE FABRIC COARE FIBER BIO-ACCELE I ,o Pay. gOCELERAT OK F ENVIRO-SEPTIC PIPE SECTION N TS MIN. SLOPE SPACE 1/8" PER FOOT 100% OUTLET 4" PVC EFFLUENT SEWER 18"MIN. WATER SAVING FIXTURES (INSTALL IF NECESSARY) _�- (1.6 GPF MAX FLUSH, 3.0 GPM MAX. FAUCETS) MINIMUM 2X K10TH MAXIMUM 4)WIDTH n. n 1500 GAL PRECAST CONCRETE SEPTIC TANK NOTES SEPTIC TANK TRAFFIC RATED ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. 5 / BAFFLE---— Y PRECAST CONCRETE DISTRIBUTION BOX USE SPEED LEVELERS TO ASSURE - ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER TO - PERFORATED ABSORPTION BED PIPING, 1/8" PER FOOT MIN SLOPE SEPTIC TANK DETAIL RID1 GEOTEXTILE FABRIC COARE FIBER BIO-ACCELE I ,o Pay. gOCELERAT OK F ENVIRO-SEPTIC PIPE SECTION N TS ELBOW LEVEL WITH TOP OF OFFSET ADAPTOR GEOTEXTILE FIBER WRAP 2"-4" 1—I RANDOMLY ORIENTED FIBER MAT m7 ENVTRO- - SEPTIC PIPE 4" MAX INTO )FFSET ADAPTOR LBOW SIDE VIEW PI AN VIS fr RAISED CONNECTION DETAIL LEVEL OFFSET ADAPTOR BACKFILL MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PAR71CLES GREATER THAN 3 EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. STABILIZATION FABRIC STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS, TENCATE MIRAFI HP370 OR EQUIVALENT. FORCEMAIN PIPING TO BE 1-1/2' SDR -9 HDPE. HOUSE SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. SYSTEM FILL SYSTEM "SYSTEM FILL" MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE PERCOLA77ON RATE OF 2-5 MIN/INCH. SEL FILL MATERIAL NOTES FOR MORE INFORMATION. SYSTEM SAND SYSTEM SAND TO BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C-33 (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED. MULCH, AND ESTABLISH TURF. TEST PIT TP -1 - 3/27/15 BY. T. HUTCHINS, P.E- 0-2" ASPHALT SURFACE SILT PRESBY SYSTEM SAND GRADATION WASTEWATER SYSTEM DESIGN SPACE 2 -BEDROOM SEASONAL RESIDENCE + 3 -BEDROOM RESIDENCE 100% 5 -BEDROOMS TOTAL 95-1007 WATER SAVING FIXTURES (INSTALL IF NECESSARY) 80-100% (1.6 GPF MAX FLUSH, 3.0 GPM MAX. FAUCETS) 50-85% DESIGN FLOW - 110 GPD/BEDROOM 25-607 SYSTEM DESIGN FLOW - 550 GPD SCUM GRINDER PUMP - E/ONE DH071 (1 PER RESIDENCE) 0-10% SEPTIC TANK - (1) 1500 GAL PRECAST CONCRETE TANK 0-2% (MUST BE OBTAINED BY WASHING) LEACH FIELD - PRESBY ABSORPTION BED KNOCK -OUTS IN THE DISTRIBU70N BOX TO THE HOUSE SEWER ORIENTED SLOPE I FIBER MAT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER DESIGN PERCOLATION RATE = 1-5 MIN/IN Drawn: LWD SAND BED AREA REQUIRED = 469 SF EFFLUENT (PER INSTALLATION MANUAL) 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering 518 745-0308 Fox SAND BED AREA PROVIDED = 496 SF AES PIPE LENGTH REQUIRED = LODGE 50 LF/BEDROOM x 5 -BEDROOMS = 250 LF AES PIPE LENGTH PROVIDED = 300 LF STACK EXISTS WITHIN THE HOUSE AND THAT A TRAP IS NOT �� PIPING HAS BEEN INSTALLED. ENVIRO-SEPTIC INSTALL (10) LATERALS 0 30 LF IN 16'x31' SAND BED POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY SYSTEM MATERIAL SPECIFICATIONS ELBOW LEVEL WITH TOP OF OFFSET ADAPTOR GEOTEXTILE FIBER WRAP 2"-4" 1—I RANDOMLY ORIENTED FIBER MAT m7 ENVTRO- - SEPTIC PIPE 4" MAX INTO )FFSET ADAPTOR LBOW SIDE VIEW PI AN VIS fr RAISED CONNECTION DETAIL LEVEL OFFSET ADAPTOR BACKFILL MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PAR71CLES GREATER THAN 3 EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. STABILIZATION FABRIC STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS, TENCATE MIRAFI HP370 OR EQUIVALENT. FORCEMAIN PIPING TO BE 1-1/2' SDR -9 HDPE. HOUSE SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. SYSTEM FILL SYSTEM "SYSTEM FILL" MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE PERCOLA77ON RATE OF 2-5 MIN/INCH. SEL FILL MATERIAL NOTES FOR MORE INFORMATION. SYSTEM SAND SYSTEM SAND TO BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C-33 (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED. MULCH, AND ESTABLISH TURF. TEST PIT TP -1 - 3/27/15 BY. T. HUTCHINS, P.E- 0-2" ASPHALT SURFACE SILT PRESBY SYSTEM SAND GRADATION SIEVE PERCENT PASSING 3/8" (9.5 -mm) 100% No. 4 (4.75 -mm) 95-1007 No. 8 (2.36 -mm) 80-100% No. 16 (1.18 -mm) 50-85% No. 30 (600 -tun) 25-607 No. 50 (301 5-30X No. 100 (150 -pm) 0-10% No. 200 (75 -pm) 0-2% (MUST BE OBTAINED BY WASHING) � I CHECK VALVETHE 2-30 MEDIUM BROWN GRAVELLY SAND, SOME CONTRACTOR SHALL SUBMIT SIEVE ANALYSIS ID LNGINLLK ruN HDPE GASKETED LID STRAIN RELIEF CORD 50% COBBLES & BOULDERS APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND, CONNECTOR30-74" \ �' MEDIUM BROWN GRAVELLY SAND, SOME SILT GRINDEL R NOTES 70% COBBLES & BOULDERS SYSTEM INSTALLS 1 ALL OPENINGS WATERTIGHT. DRY EN77RE DEPTH, NO GROUNDWATER EVIDENCE ENCOUNTERED SHOWNONTHISDRAWINGAND IN KNOCK -OUTS IN THE DISTRIBU70N BOX TO THE HOUSE SEWER ORIENTED SLOPE I FIBER MAT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER WASTEWATER REPLACEMENT PLAN prepared for: Terry & Jane Barton & Colleen Hogan 17 & 19 Pioneer Point - Glen Lake Town of Queensbury, Warren County, NY Drawn: LWD Checked: GTH ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL Date: 12/19/2014 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering 518 745-0308 Fox PROVIDE AND INSTALL UL LISTED PACKAGED PUMP HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF v' CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. STACK EXISTS WITHIN THE HOUSE AND THAT A TRAP IS NOT �� PIPING HAS BEEN INSTALLED. ENVIRO-SEPTIC THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK OFF INSTALL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LEACH FIELDS. 18" -- PROTECTIVE — I t I— LOCATION. SYSTEM 70 BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN - CABLE - 14" INSTALL POWER & CONTROL WIRING TO CONTROLLER AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR (HDPE) =I I PUMP OFF WITH ALARM IN HOUSE IN ACCORDANCE KITH PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY NATIONAL ELECTRIC CODE (N.EC) REQUIREMENTS. ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, \ PHONE 1-800-473-5298 WWW.PRESBYENWRONMENTAL.COM POWER/ALARM CABLE SET ALARM LEVEL AS INDICATED. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, J? PUMP. 774E WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND E/ONE EQUALIZER Q RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. — VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO 4"0 LOW VENT ATTACHED PURCHASING POM, . TO VENT MANIFOLD � PLACEMENT OF SYSTEM SAND, PRESBY ENVIRO SEPTIC® PIPE AND 2"0 INTERNAL WELL SCREEN OPENING FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED VENT AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN - 91 8" INSPECTION AGENCY IS REWIRED PRIOR TO START-UP THE PIPE. - INLET GROMMET TO ACCEPT OF PUMP STATION. ELECTRICAL INSPECTION SEAL IS 3' - 4.5" O.D. PVC HOUSE SEWER TO BE AFFIXED TO PUMP STA77ON CONTROL PANEL. ELBOW LEVEL WITH TOP- MINIMUM OF 6" OF SYSTEM SAND, MEETING SPECIFIED GRADATION, s OF OFFSET ADAPTOR ARUND MFERENCE OF ADVANCED ENWRO-SEP77C --4' ABSORPTION FIELD VENTING NOTE APES. (SEE DESIGN AND I STALLA71ON MANUAL FOR COMPLETE SAND THE PRESBY AES ABSORPTION FIELD REWIRES HIGH AND LOW MW. TOPSOIL AND FILL SPECIFICATIONS.) f - VENTING, WITH THE LOW VENTING BEING PROVIDED BY MANIFOLD \ , PIPING THE ENDS OF THE PRESBY AES LATERALS AND , \\\\ \ \\ \ \ �\ \/j �,\.,\.� /\/�,/, �;\y\\j\j\\j\\j\j \ \j THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING ALARM CONNECTING TO A STAND PIPE, 3' MINIMUM ABOVE FINISHED STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED GRADE.. GEOTEXTILE —� T y � JOINTS, OR OWNER UNSUITABLE CONDITIONS. INLET FIBER WRAP 2 4 f �� I DUAL WALL - SEMI -POSITIVE CORRUGATED HDPE — - - 0 29.5 --- DISPLACEMENT TYPE TANK PUMP EIONE DH071 GRINDER PULP ASSEMBLY DETAIL 12" MIN. COVER 2" MIN. DROP BETWEEN INVERTS 2" MIN. STABILIZATION ROAD FABRIC OVER SYSTEM12" MIN. GRAVEL SUBBASE 20 MIN. SAND & 3' BEYOND EDGES OF SAND 9ELOW PAVEMENT AS "I nnum nnnr°nrn EXCAVATE NATIVE COBBLY, BOULDERY SAND 70 12" MIN. I' VENT MANII OLD - ENWRO-SEPTIC PIPE (TYP.) SYSTEM SAND BELOW SYSTEM & BACKFILL W/FINE-MEDIUM SAND FILL ABSORPTION FIELD SECTION - TRAFFIC RATED NTS ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. Qj CONSTRUCTION.DEPARTMENT TO Cq"IVIG DEPART�LWW YORK PRIOR TO VENT DETAIL Based on our limited examination, compliance with our comments shalt not be construed as NTS TOWN OF QUEENSBURY indicating the plans and specifications are in BUILDING & COD S T. Newco rk Sta H1tn the Building Codes of Reviewed By: Date: t �_• �_ 2015 Barton/Clark BP 2015-131 TOWN OF QUEENSBURY 445 Ridge Road (�ODES Septic Alterations 289.14-1-16 - Dig PSafely. New/York 10 Call Before You Dig 19 Walt The Required Time ® Confirm Utility Response ® Respect The Marks ® Dig With Care 800.962"7962 ww dlgsafelynewyork.eom TAX MAP # 289.14-1-16 & 17 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW I CHECK VALVETHE T HIGH VEN7ING IS PROVIDED THROUGH THE BUILDING'S MAIN = LVF J ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND RANDOMLY 41.6' �' THROUGH -THE -ROOF PLUMBING VENT, BY PIPING ONE OF THE , I DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DISCHARGE 0 [ �'h 26" _T No. Revisions KNOCK -OUTS IN THE DISTRIBU70N BOX TO THE HOUSE SEWER ORIENTED SLOPE I FIBER MAT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER WASTEWATER REPLACEMENT PLAN prepared for: Terry & Jane Barton & Colleen Hogan 17 & 19 Pioneer Point - Glen Lake Town of Queensbury, Warren County, NY Drawn: LWD Checked: GTH ALRM Date: 12/19/2014 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering 518 745-0308 Fox LINE. IT MUST BE VERIFIED THAT A THROUGH -THE -ROOF VENT I STACK EXISTS WITHIN THE HOUSE AND THAT A TRAP IS NOT �� PIPING HAS BEEN INSTALLED. ENVIRO-SEPTIC OFF OFFSE INSTALLED IN THE MAIN HOUSE SEWER LINE. I - T PIPE ADAPTOR THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS ANTI -SIPHON 18" I IF EITHER OF THESE RESTRICTIONS EXIST, THEN A HIGH -VENT I NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME VALVE PUMP ON MUST BE PROVIDED, IN WHICH THE DISTRIBU77ON BOX KNOCK -OUT SYSTEM SAND I ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR - 14" IS PIPED TO A VERTICAL STAND PIPE WHICH IS 10 -FT HIGHER ` _ — — — _ — — -,.-J GARBAGE GRINDERS. PUMP OFF THAN THE LOW VENT. DUAL WALL - SEMI -POSITIVE CORRUGATED HDPE — - - 0 29.5 --- DISPLACEMENT TYPE TANK PUMP EIONE DH071 GRINDER PULP ASSEMBLY DETAIL 12" MIN. COVER 2" MIN. DROP BETWEEN INVERTS 2" MIN. STABILIZATION ROAD FABRIC OVER SYSTEM12" MIN. GRAVEL SUBBASE 20 MIN. SAND & 3' BEYOND EDGES OF SAND 9ELOW PAVEMENT AS "I nnum nnnr°nrn EXCAVATE NATIVE COBBLY, BOULDERY SAND 70 12" MIN. I' VENT MANII OLD - ENWRO-SEPTIC PIPE (TYP.) SYSTEM SAND BELOW SYSTEM & BACKFILL W/FINE-MEDIUM SAND FILL ABSORPTION FIELD SECTION - TRAFFIC RATED NTS ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. Qj CONSTRUCTION.DEPARTMENT TO Cq"IVIG DEPART�LWW YORK PRIOR TO VENT DETAIL Based on our limited examination, compliance with our comments shalt not be construed as NTS TOWN OF QUEENSBURY indicating the plans and specifications are in BUILDING & COD S T. Newco rk Sta H1tn the Building Codes of Reviewed By: Date: t �_• �_ 2015 Barton/Clark BP 2015-131 TOWN OF QUEENSBURY 445 Ridge Road (�ODES Septic Alterations 289.14-1-16 - Dig PSafely. New/York 10 Call Before You Dig 19 Walt The Required Time ® Confirm Utility Response ® Respect The Marks ® Dig With Care 800.962"7962 ww dlgsafelynewyork.eom TAX MAP # 289.14-1-16 & 17 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW 0 ISSUED FOR PERMIT 5/1/15 No. Revisions Date WASTEWATER REPLACEMENT PLAN prepared for: Terry & Jane Barton & Colleen Hogan 17 & 19 Pioneer Point - Glen Lake Town of Queensbury, Warren County, NY Drawn: LWD Checked: GTH Scale: NOTED Date: 12/19/2014 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering 518 745-0308 Fox 29838-01 I 0 1-1/4" Ile TO +� 2"HDPESDR-9\ AREA \ HDPE SDR -9 �� o FORCE MAIN 12357.1 Sq.Ft. \ , FORCE MAIN z 0.28 Acres .1K5 k 2 E -ONE SEP 4, A3Ci g` I GRINDER PUMP SF _ STATION i \ / CA�POPIT \ �l 4' HOUSE SEWER PROX. LANDS N/F OF P EPO�� iGARDNER o I \ O PF I STORY I WOOD FRAME 4r - MOUSE 1F•4la0'+ ° 2 -BEDROOM jj SEASONAL cs ( RESIDENCE n \ I n \ PUMP HOU5E FOR WATER 5UPPLY h ~ Z3• ' \ \ I ��F� FROM LAKE m TRAFFIC RATED \� om 289.14-1-16 / HIGH EN 596 SF W1300 LF EXIST. \ F ABSORPTION BED \ LANDS OF BARTON / l000 GA • I \ S \ OF PRESBYAES PIPE � WELL PRECAST 11uul1uia1111111I I SEPTIC TANK \ \ 46-'F PRECAST CONC. s I 111111111111111111 \ \ �. ( DIST. BOX AREA 11111111111111111 GLEX 13,358 Sq.Ft. �c 0.31 acres •FkV" II 1111111111111111111 �� ro �c�F rjj'°^°� 3 0 0 /� 111 IIIIIIIIIIIIIIIII�e� LAKE N� ' ,�yv111111111111111 �� cRUSnEU v4F STONE GRADE TO DRAIN \ \ r ID a \ AWAY FROM Pump STATION 9.14-1-15 s � as'1B" - E LANDS OF \ `L `z0'CONNOR A �I AREazoai '�� ELECTRICAL y ° 0 334.6 .F 5 ii _ _ / QUICK S DISCONNECT . i 024 Acx /h WATER TO CAMP'', ",FROM KE QUICK DISCONNECT ASSY L APPROX. l , EXISTING' SEPTIC J 1 SS CAST BALL VALVE 200.00' 5 N;82°34" W 10,017 aq.ft. �� C; � 0.23 acres 1.25" DISCHARGE tl 289.14-1-14 ti \ u.......... o I LANDS OF I PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM 6' ± TO SHORE _' NIS m O MAP REFERENCES a ; M EXIST. _ + m_ I �I� o zl WELL No. N • N 25-60% No. DOCK 5-30% 1. "MAP OF A SURVEY MADE FOR W. TERRANCE �►- ' No. 200 (75 -Nm) ' 1482°34'10"W AND JANE BARTON" DATED AUGUST 20, 2004, BY ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL • aRs 507 COBBLES & BOULDERS THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK VAN DUSEN & STEVES LAND SURVEYORS, 4.5" O.D. PVC HOUSE SEWER PIPING HAS BEEN INSTALLED. INSTALL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE 30-74" MEDIUM BROWN GRAVELLY SAND, SOME SILT y NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME QUEENSBURY NY ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR PROTECTIVE LOCATION. \ `pC\ . 2. "MAP OF A SURVEY MADE FOR MICHAEL & CABLE SHROUD VENT DETAIL CONSTRUCTION. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN PATRICIA O'CONNOR" DATED APRIL 12, 2013, (HDPE) INSTALL POWER & CONTROL WIRING TO CONTROLLER DRY ENTIRE DEPTH, NO GROUNDWATER EVIDENCE ENCOUNTERED A q�0, REVISED DECEMBER $ 2013 BY VAN DUSEN & CONNECTING TO A STAND PIPE, 3' MINIMUM ABOVE FINISHED GEOTEXTILE 0 2 ��(EJV `T ✓ � SIEVES LAND SURVEYORS, QUEENSBURY NY "MAP INLET / Io �'i sti0� �1Ii� 3. OF A SURVEY MADE FOR ROBERT & 289.14-1-17 WATER RANDOMLY I� 289.14-1-19 \ 9 .AXE RENEE LITTLE AS TRUSTEES FOR THE ROBERT & FROM AKE LANDS OF F KNOCK -OUTS IN THE DISTRIBUTION BOX TO THE HOUSE SEWER RENEE LITTLE REVOCABLE TRUST DATED JANUARY LANDS NIF OF LINE. IT MUST BE VERIFIED THAT A THROUGH-7HE-ROOF VENT \ LITTLE w CAMP 4, 2013," REVISED MAY 7, 2014 BY VAN DUSEN & COLLEEN HOGAN STACK EXISTS WITHIN THE HOUSE AND THAT A TRAP IS NOT ENVIRO-SEPTIC \ FROM FPPOM LAKE STEVES LAND SURVEYORS, QUEENSBURY NY 18 EXIST. 3500 GAA \ PIPE PUMP„ON ,._ IF EITHER OF THESE RESTRIC77ONS EXIST, THEN A HIGH -VENT HOLDING TANK CONVERTED \gpO LP ' ' PROVIDED,KNOCK-OUT 14" TO SEPTIC TANK IS PIPED VERTIC L STANDS PIPE WHICH ISO10 -FT HIGHER PUMP OFF THAN THE LOW VENT. i S HOUSE \ 9.0'± 3-BEDRO0Iy a <P� PUMPHOUSE RESIDENCE O IRSIx ,�',� \ _ M q.a, 500 GAL WATER TO CAMP \ PUMP STATION ' / 37 ` 18. _� e° �y4 x m O .417.7 FROM LAKE \ 5' ± TO SHORE I 0 1-1/4" Ile TO +� 2"HDPESDR-9\ AREA \ HDPE SDR -9 �� o FORCE MAIN 12357.1 Sq.Ft. \ , FORCE MAIN z 0.28 Acres .1K5 k 2 E -ONE SEP 4, A3Ci g` I GRINDER PUMP SF _ STATION i \ / CA�POPIT \ �l 4' HOUSE SEWER PROX. LANDS N/F OF P EPO�� iGARDNER o I \ O PF I STORY I WOOD FRAME 4r - MOUSE 1F•4la0'+ ° 2 -BEDROOM jj SEASONAL cs ( RESIDENCE n \ I n \ PUMP HOU5E FOR WATER 5UPPLY h ~ Z3• ' \ \ I ��F� FROM LAKE m TRAFFIC RATED \� om 289.14-1-16 / HIGH EN 596 SF W1300 LF EXIST. \ F ABSORPTION BED \ LANDS OF BARTON / l000 GA • I \ S \ OF PRESBYAES PIPE � WELL PRECAST 11uul1uia1111111I I SEPTIC TANK \ \ 46-'F PRECAST CONC. s I 111111111111111111 \ \ �. ( DIST. BOX AREA 11111111111111111 GLEX 13,358 Sq.Ft. �c 0.31 acres •FkV" II 1111111111111111111 �� ro �c�F rjj'°^°� 3 0 0 /� 111 IIIIIIIIIIIIIIIII�e� LAKE N� ' ,�yv111111111111111 �� cRUSnEU v4F STONE GRADE TO DRAIN \ \ r ID a \ AWAY FROM Pump STATION 9.14-1-15 s � as'1B" - E LANDS OF \ `L `z0'CONNOR A �I AREazoai '�� ELECTRICAL y ° 0 334.6 .F 5 ii _ _ / QUICK S DISCONNECT . i 024 Acx /h WATER TO CAMP'', ",FROM KE QUICK DISCONNECT ASSY L APPROX. l , EXISTING' SEPTIC J 1 SS CAST BALL VALVE 200.00' 5 N;82°34" W 10,017 aq.ft. �� C; � 0.23 acres 1.25" DISCHARGE tl 289.14-1-14 ti \ u.......... o I LANDS OF I 4" PVC INLET MIN. SLOPE 1/4" PER FOOT WATERTIGHT SLEEVE-, AND SEAL (TIP.) SITE PLAN SCALE: 1'=20' APPROXIMATE rFINISH GRADE 3 0 4" PVC SDR -35 BY-PASS VENT CHECK VALVE 41.6" DISCHARGE ANTI -SIPHON VALVE RID GEOTEXTILE FABRIC COAR� FI BER BIO-ACCELE I P$ \ACCELERATOFe F ENVIRO-SEPTIC PIPE SECTION NTS WASTEWATER SYSTEM DESIGN SPACE 2 -BEDROOM SEASONAL RESIDENCE - BARTON DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 220 GPD' PUMP STATION - E -ONE DH071 GRINDER PUMP STATION SEPTIC TANK - 1000 GAL PRECAST CONCRETE SCUM 3 -BEDROOM SEASONAL RESIDENCE - HOGAN DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - EXIST. 3500 GAL PRECAST CONCRETE f HOLDING TANK CONVERTED TO SEPTIC TANK /J EFFLUENT PUMP STATION - 500 GAL PRECAST CONCRETE / LEACH FIELD - PRESBY ABSORPTION BED j -moi J _UDGE ABSORPTION FIELD SYSTEM DESIGN FLOW - 550 GPD DESIGN PERCOLATION RATE = 1-5 MIN/IN SAND BED AREA REQUIRED = 469 SF (PER INSTALLATION MANUAL) SAND BED AREA PROVIDED = 496 SF AES PIPE LENGTH REQUIRED = A� r 50 LF/BEDROOM x 5 -BEDROOMS = 250 LF AES PIPE LENGTH PROVIDED = 300 LF"mom INSTALL (10) LATERALS ® 30 LF IN 16'x31' SAND BED POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY `. SYSTEM MATERIAL SPECIFICATIONS ELBOW LEVEL WITH TOP OF OFFSET ADAPTOR GEOTEXTILE FIBER WRAP 2"-4" + � LEVEL RANDOMLY ORIENTED FIBER MAT ENVIRO- SEPTIC PIPE 4" MAX INTO )FFSET ADAPTOR LBOW SIDE VIEW PLAN VIEW RAISED CONNECTION DETAIL OFFSET ADAPTOR BACKFILL MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3". EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. STABILIZATION FABRIC STABILIZATION FABRIC TO BE WOVEN GEOTEX77LE WITH POLYPROPYLENE YARNS, TENCATE MIRAFI HP370 OR EQUIVALENT, FORCEMAIN PIPING TO BE 1-1/2" SDR -9 HDPE. HOUSE SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. SYSTEM FILL SYSTEM "SYSTEM FILL" MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE PERCOLATION RATE OF 2-5 MINANCH. SEE FILL MATERIAL NOTES FOR MORE INFORMATION. SYSTEM SAND SYSTEM SAND TO BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C-33 (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, SITE LOCATION —J LOCATION MAP PRESBY SYSTEM SAND GRADATION PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM LITTLE PERCENT PASSING _' NIS m O PROX a ; M EXIST. EXI N( SEPTIC + m_ I �I� o zl WELL No. N • N 25-60% No. 50 (300-µm) 5-30% No. ASPHALT 5WALE --� 0-107 No. 200 (75 -Nm) 0-2% (MUST BE OBTAINED BY WASHING) 1482°34'10"W 4" PVC INLET MIN. SLOPE 1/4" PER FOOT WATERTIGHT SLEEVE-, AND SEAL (TIP.) SITE PLAN SCALE: 1'=20' APPROXIMATE rFINISH GRADE 3 0 4" PVC SDR -35 BY-PASS VENT CHECK VALVE 41.6" DISCHARGE ANTI -SIPHON VALVE RID GEOTEXTILE FABRIC COAR� FI BER BIO-ACCELE I P$ \ACCELERATOFe F ENVIRO-SEPTIC PIPE SECTION NTS WASTEWATER SYSTEM DESIGN SPACE 2 -BEDROOM SEASONAL RESIDENCE - BARTON DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 220 GPD' PUMP STATION - E -ONE DH071 GRINDER PUMP STATION SEPTIC TANK - 1000 GAL PRECAST CONCRETE SCUM 3 -BEDROOM SEASONAL RESIDENCE - HOGAN DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - EXIST. 3500 GAL PRECAST CONCRETE f HOLDING TANK CONVERTED TO SEPTIC TANK /J EFFLUENT PUMP STATION - 500 GAL PRECAST CONCRETE / LEACH FIELD - PRESBY ABSORPTION BED j -moi J _UDGE ABSORPTION FIELD SYSTEM DESIGN FLOW - 550 GPD DESIGN PERCOLATION RATE = 1-5 MIN/IN SAND BED AREA REQUIRED = 469 SF (PER INSTALLATION MANUAL) SAND BED AREA PROVIDED = 496 SF AES PIPE LENGTH REQUIRED = A� r 50 LF/BEDROOM x 5 -BEDROOMS = 250 LF AES PIPE LENGTH PROVIDED = 300 LF"mom INSTALL (10) LATERALS ® 30 LF IN 16'x31' SAND BED POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY `. SYSTEM MATERIAL SPECIFICATIONS ELBOW LEVEL WITH TOP OF OFFSET ADAPTOR GEOTEXTILE FIBER WRAP 2"-4" + � LEVEL RANDOMLY ORIENTED FIBER MAT ENVIRO- SEPTIC PIPE 4" MAX INTO )FFSET ADAPTOR LBOW SIDE VIEW PLAN VIEW RAISED CONNECTION DETAIL OFFSET ADAPTOR BACKFILL MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3". EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. STABILIZATION FABRIC STABILIZATION FABRIC TO BE WOVEN GEOTEX77LE WITH POLYPROPYLENE YARNS, TENCATE MIRAFI HP370 OR EQUIVALENT, FORCEMAIN PIPING TO BE 1-1/2" SDR -9 HDPE. HOUSE SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. SYSTEM FILL SYSTEM "SYSTEM FILL" MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE PERCOLATION RATE OF 2-5 MINANCH. SEE FILL MATERIAL NOTES FOR MORE INFORMATION. SYSTEM SAND SYSTEM SAND TO BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C-33 (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, SITE LOCATION —J LOCATION MAP PRESBY SYSTEM SAND GRADATION PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM SIEVE PERCENT PASSING 3/8" (9.5 -mm) 100% No. 4 (4.75 -mm) 95-100% No. 8 (2.36 -mm) 80-100% No. 16 (1.18 -mm) 50-85% No. 30 (600-µm) 25-60% No. 50 (300-µm) 5-30% No. 100 (150 -pm) 0-107 No. 200 (75 -Nm) 0-2% (MUST BE OBTAINED BY WASHING) ALARM PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM MULCH, AND ESTABLISH TURF. CONTRACTOR SHALL SUBMIT SIEVE ANALYSIS TO ENGINEER FOR HDPE GASKETED LID STRAIN RELIEF CORD THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND. CONNECTOR PLACEMENT OF SYSTEM SAND, PRESBY ENVIRO-SEPTIC® PIPE AND TEST PIT FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED GRINDER PUMP NOTES PUMP TO BE EIONE DH071 GRINDER PUMP. SYSTEM INSTALLATION NOTES E/ONE EQUALIZER MINIMUM OF 6" OF SYSTEM SAND, MEETING SPECIFIED GRADATION, TP -1 - 3/27/15 BY. I. HUTCHINS, P.E. REQUIRED AROUND CIRCUMFERENCE OF ADVANCED ENWRO-SEPTIC SEAL ALL TANK OPENINGS WATERTIGHT. 0-2" ASPHALT SURFACE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN N 2"0 INTERNAL WELL \ \\ \. A/A/ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING PROVIDE AND INSTALL UL LISTED PACKAGED PUMP 2-30" MEDIUM BROWN GRAVELLY SAND, SOME SILT ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL • - CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. 507 COBBLES & BOULDERS THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER 4.5" O.D. PVC HOUSE SEWER PIPING HAS BEEN INSTALLED. INSTALL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE 30-74" MEDIUM BROWN GRAVELLY SAND, SOME SILT LEACH FIELDS. NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ABSORPTION FIELD VENTING NOTE ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR PROTECTIVE LOCATION. 70% COBBLES & BOULDERS ROOF FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE THE PRESBY AES ABSORPTION FIELD REQUIRES HIGH AND LOW CABLE SHROUD VENT DETAIL CONSTRUCTION. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN (HDPE) INSTALL POWER & CONTROL WIRING TO CONTROLLER DRY ENTIRE DEPTH, NO GROUNDWATER EVIDENCE ENCOUNTERED AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR ALARM DUAL WALL — SEMI -POSITIVE CORRUGATED HDPE 0 29.5" DISPLACEMENT TYPE TANK PUMP El ONE DHO71 GRINDER PUMP ASSEMBLY DETAIL 12" MIN. a a COVER 2" MIN. DROP MIN. SLOPE BETWEEN INVERTS 2" 1/8" PER FOOT_ 2" MIN. IIOUID LEVEL OU11ET 4" PVC EFFLUENT SEWER ' I 116"18"MIN. � off¢ foo • J 2X WIDTH 1000 GAL PRECAST CONCRETE SEPTIC TANK SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED / BAFFLE --- PRECAST CONCRETE DISTRIBUTION BOX USE SPEED LEVELERS TO ASSURE - ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER 70 - PERFORATED ABSORPTION BED PIPING, 1/8" PER FOOT MIN SLOPE BY UTOPIA ENTERPRISES OR EQUIVALENT. SEPTIC TANK DETAIL ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. NTS WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM WITH ALARM IN HOUSE IN ACCORDANCE WITH AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, POWER/ALARM CABLE THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. 4"0 LOW VENT ATTACHED TO VENT MANIFOLD PLACEMENT OF SYSTEM SAND, PRESBY ENVIRO-SEPTIC® PIPE AND SET ALARM LEVEL AS INDICATED. FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN PUMP TO BE EIONE DH071 GRINDER PUMP. THE PIPE. E/ONE EQUALIZER MINIMUM OF 6" OF SYSTEM SAND, MEETING SPECIFIED GRADATION, VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO REQUIRED AROUND CIRCUMFERENCE OF ADVANCED ENWRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND PURCHASING PUMP. AND FILL SPECIFICATIONS.) N 2"0 INTERNAL WELL \ \\ \. A/A/ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES K1774OUT SAGS, HUMPS, SEPARATED VENT JOINTS, OR OTHER UNSUITABLE CONDITIONS. AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL J ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND INLET GROMMET TO ACCEPT 91.8" DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. INSPECTION AGENCY IS REQUIRED PRIOR TO START-UP DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER 4.5" O.D. PVC HOUSE SEWER PIPING HAS BEEN INSTALLED. OF PUMP STATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO PUMP STATION CONTROL PANEL. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS ® - NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ABSORPTION FIELD VENTING NOTE ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR _ GARBAGE GRINDERS. ROOF FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE THE PRESBY AES ABSORPTION FIELD REQUIRES HIGH AND LOW INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TO VENT DETAIL CONSTRUCTION. VENTING, WITH THE LOW VENTING BEING PROVIDED BY MANIFOLD PIPING THE ENDS OF THE PRESBY AES LATERALS AND 36' CONNECTING TO A STAND PIPE, 3' MINIMUM ABOVE FINISHED GEOTEXTILE GRADE. INLET FIBER WRAP THE HIGH VENTING IS PROVIDED THROUGH THE BUILDING'S MAIN RANDOMLY THROUGH -THE -ROOF PLUMBING VENT, BY PIPING ONE OF THE 26" KNOCK -OUTS IN THE DISTRIBUTION BOX TO THE HOUSE SEWER ORIENTED ALRM LINE. IT MUST BE VERIFIED THAT A THROUGH-7HE-ROOF VENT FIBER MAT STACK EXISTS WITHIN THE HOUSE AND THAT A TRAP IS NOT ENVIRO-SEPTIC INSTALLED IN THE MAIN HOUSE SEWER LINE. 18 PIPE PUMP„ON IF EITHER OF THESE RESTRIC77ONS EXIST, THEN A HIGH -VENT PROVIDED,KNOCK-OUT 14" IS PIPED VERTIC L STANDS PIPE WHICH ISO10 -FT HIGHER PUMP OFF THAN THE LOW VENT. DUAL WALL — SEMI -POSITIVE CORRUGATED HDPE 0 29.5" DISPLACEMENT TYPE TANK PUMP El ONE DHO71 GRINDER PUMP ASSEMBLY DETAIL 12" MIN. a a COVER 2" MIN. DROP MIN. SLOPE BETWEEN INVERTS 2" 1/8" PER FOOT_ 2" MIN. IIOUID LEVEL OU11ET 4" PVC EFFLUENT SEWER ' I 116"18"MIN. � off¢ foo • J 2X WIDTH 1000 GAL PRECAST CONCRETE SEPTIC TANK SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED / BAFFLE --- PRECAST CONCRETE DISTRIBUTION BOX USE SPEED LEVELERS TO ASSURE - ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER 70 - PERFORATED ABSORPTION BED PIPING, 1/8" PER FOOT MIN SLOPE BY UTOPIA ENTERPRISES OR EQUIVALENT. SEPTIC TANK DETAIL ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. NTS WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, STABILIZATION ROAD FABRIC OVER SYSTEM 12" MIN. GRAVEL SUBBASE 2ABOVE STABILIZATION FABRIC " MIN. BINDER COURSE FOR GRAVEL SURFACED AREAS, VENT, SEE DETAIL--/ SAND & 3' BEYOND EDGES OF SAND BELOW PAVEMENT ASPHALT PAVEMENT INSTALL 12" ITEM 2 OR 4 GRAVEL 3' MIN IV 3' MIN. 16' BED WIDTH - --- 3' MIN. — BELOW SYSTEM & BACKFILL W/FINE-MEDIUM SAND FILL ABSORPTION FIELD SECTION - TRAFFIC RATED NTS Dig FSafely. NeWFl York ® Call Before YOU Dig 0 Wait The Required Time Ij Confirm Utility Response El Respect The Marks E] Dig With Care 800.962-7962 w .dlgsafelynewyork.com IULI ! !LL G� 2015 k 1 L _ JCD - \5\ RECORD DRAWING TAX MAP # 289.14-1-16 & 17 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. 4"0 LOW VENT ATTACHED TO VENT MANIFOLD PLACEMENT OF SYSTEM SAND, PRESBY ENVIRO-SEPTIC® PIPE AND SCREEN OPENING FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN 3' THE PIPE. ELBOW LEVEL WITH TOP MINIMUM OF 6" OF SYSTEM SAND, MEETING SPECIFIED GRADATION, OF OFFSET ADAPTOR REQUIRED AROUND CIRCUMFERENCE OF ADVANCED ENWRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND 4" MIN. TOPSOIL AND FILL SPECIFICATIONS.) \ \\ \. A/A/ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES K1774OUT SAGS, HUMPS, SEPARATED P ^ _ 2,-4"-- / JOINTS, OR OTHER UNSUITABLE CONDITIONS. LEVEL J ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND ' DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. SLOPE DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER s OFFSET PIPING HAS BEEN INSTALLED. � - ADAPTOR THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS ® - NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ',IAND I ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR _ GARBAGE GRINDERS. ROOF FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TO VENT DETAIL CONSTRUCTION. NTS STABILIZATION ROAD FABRIC OVER SYSTEM 12" MIN. GRAVEL SUBBASE 2ABOVE STABILIZATION FABRIC " MIN. BINDER COURSE FOR GRAVEL SURFACED AREAS, VENT, SEE DETAIL--/ SAND & 3' BEYOND EDGES OF SAND BELOW PAVEMENT ASPHALT PAVEMENT INSTALL 12" ITEM 2 OR 4 GRAVEL 3' MIN IV 3' MIN. 16' BED WIDTH - --- 3' MIN. — BELOW SYSTEM & BACKFILL W/FINE-MEDIUM SAND FILL ABSORPTION FIELD SECTION - TRAFFIC RATED NTS Dig FSafely. NeWFl York ® Call Before YOU Dig 0 Wait The Required Time Ij Confirm Utility Response El Respect The Marks E] Dig With Care 800.962-7962 w .dlgsafelynewyork.com IULI ! !LL G� 2015 k 1 L _ JCD - \5\ RECORD DRAWING TAX MAP # 289.14-1-16 & 17 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.