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2003-800 TOWNOFQUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20030800 Date Issued: Friday, October 17,2003 This is to certify that work requested to be done as shown by Permit Number P20030800 has been completed. Tax Map Number: , 523400-289-015-0001-034.032-0000 Location: 63 SURREY FIELD Dr Owner: ALFRED&BARBARANNE MILEN Applicant: ALFRED&BARBARANNE NIILEN This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF' QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development Building&Codes (518)761-8256 BUILDING PERMIT Permit Plumber: P20030800 Application Number: A20030800 Tak Map No: 523400-289-015-0001-034-032-0000 Permission is hereby granted to: AT FREE &RARRARANNF MP,EN For property located at: 63 SURREY FIELD Dr 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: ALFRED &BARBARANNE MILEN 63 SURREY FIELD Dr ' Septic Alteration Residential QUEENSBURY,NY .12804 Total Value Contractor or Builder's Name J Address Electrical Inspection Agency Plans&Specifications 2,003.800 SEPTIC ALTERATION AS.-PER PLOT PLAN SPECIFICATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 24,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Taw nsb W e ay, September 24,2003 7 SIGNED BY for the Town of Queensbury. Director of Building&Code En orcement Application for Perinit-Septic Disposal System 7O)wnofQtteensbi"y� ,NY 12804 (518) 761-8256 I. OWNER INFORMATION: �c........... ...:................._.....� '• )Location of installation:_ (3 63 Surrey Field Drive office use Tax Map No. 7Rc}-f5 1. / File Perinit No.34:4$ _ Owner's NameSurre�Fields Homeowners Assoc. I Fee Paid (` Address:_ Sin_ ev Fields 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 1#bedroorn(s)and multiply It of bedrooms with applicable gallons per bedrown to equal total claily,/low) Year of House: No. of Bedrooms x Cotnuutation = Total Daily Flow 1980 or older x 150 gal/bdrnt = 1980- 1991 3 x 130 gal/bdnn = _ 390 1991 -present x l 10 gal/bdrttt =, - � �V FIE U Garbage Grinder Installed yes / no SEP 2 4 2003 Spa or Whirlpool Installed yes / no TO%f1N OF Qt.9EEt.1Sb3t7DY _ 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) ~ Top � 1►v Snil Nattirp _�,r_o is�d W�lor__R_cdrock or Ici�hcrv_iou MaWriial_—D ___ It Water Supply 1•lcrt tiarF[/ [FI iV1Fcr!c/cptlr u!ss hcrt dcp!!r rrrtnict Fa/ Collin octrn feet feet vVell Steep slope clay ifwell; water stcjJply 5_ID%7ZO slope of zer See Plans See-:Plans front any septic-systenF depth: crbsot7.7tion is ft. other __ Percolation Test: (To be completed by licensed pre fessiorial engineer or architect) Rafe: —_ndi,nde per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer orarchitect(unless installed in a Planning Bmrd approved subdivision). Add 250 g;ilkins to Cite sire of the septic tank and leach Geld for each Garbage Grinder,'Spa or Whirlpool•I'ub. - Septic Tank: 1 ,QQ0 gallon (min. size 1,000 gal.) Tile Field: each trench _ft. Total System Length: f?, Seepage Pit(s): ntunber of N/A size ofeach: fi, by ft. Sizo of Stonc to be used: t! NIA / depth or thickness feet Bed System Size: N/A x Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) N/A Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note.- Alarm System and associated electrical work must-bo inspected by a Town approved ©lectricalanspection-ap eticv - 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbuty, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or-failure to make a material fact or circuunstance known by or on behalf of an applicant, shall be void. I have read.the regulations with respect to this application attd agreo to abide by these aad apt requirements of the wn of Queensbur Sanitary Sewage Disposal Ordinance. Signa a of responsible person D e o ,Sewe1:4 :111ci Disposal {;11:1�11cr Alwendix C ABSORPTION FII';LI 5I;1'r11ZATION ItEQUIIZIlI PINTS I POND t^l�.L.l., Ir( �//>,it`IL• .,,,.....--,._.-.^ -.✓� ,/�I:t it'ri•J > � 1-7 Z. Sr I'I jc. - � i Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 61 am/1` Depart: am/pm 742 Bay Rd.,Que sbury;NY 12804 Inspector's Initials: m NAME: PERMIT NO.: LOCATION: t INSPECT ON: � -- RECBECK: Comments and/or diagram Soil T e: Sand 1 Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance • ft, Other wells: ft, Absorption Field: Total length ft. Length of each trench ft. _De th of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft, Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S tus• _ w_�Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspecticn.FORMS\Septic Inspection Report_doc January 28,2003 ck Septic Inspection Report Office No. (S 18)761-8256 Date Inspection request received., Queensbury Building&Cade Enforcement Arrive: am/p epart tC�.tm/pm 742 Bay Rd.,-Queensbury,NY 1,2804 Inspector's Initials: . / C)NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: nd Clay Type of Water: umcl 1/Well Water Waterline separation-distance Well separation distance Other,wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Z_ ft. Size of Stone R -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank �Ct 5 ' •sC� Tank to Distribution Box 3j^ Distribution Box to Field/Pit 64 � .-Opening Sealed: Y/N/Partial Location/Separations Foundation to tank Foundation to absorption c`?ft. Separation of Pits ft, Conforms as per Plot Plan Y N Location of Syst on Property: Front ear Left Side Right Side Middle Front Middle Rear System Use State Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 SPECIFICATIONS: 31'-0" BASAL AREA WIDTH 6'-0" (TYP.) 10' MIN. 4" TOPSOIL "EQUALIZER 24" INFILTRATOR 2% MIN. CHAMBER LATERALS (TYP.) —77 FINISHED GRADE s- - - := _ _ \ - - - - 3 MIN - - - " 24M ' IN. / - \ \\\/\\/\\/\\/\�\\/`�/\\/\\/`�/\\/\\/\\j \\/ �/\\/\\/\\/\\/x\/\\/\\/\\/xX /\\/\\/\\/\\//\\//\\//\\//\\j/\\/\\/\\/\\/\\/\\/\\/\� ��\\\\\\\\\\\\\/\\\\/\\'\\//\\//\\/\\/�\\\\/�\\/�\\/�\\//\\/\\\/\\\�\/\\\/\\\/\\\/\\\/\\\/\\/�j\\ ����V\����V���\�w\���wV�w\//vA/%V%v//%%////i////./,�,./�,./�///i,/i,/i, /,/i,/i,/i,/i,/i,//,//,//,/ EXCAVATE EXISTING FILL MATERIAL TO ORIGINAL GRADE; ALL PREVIOUSLY BURIED VEGETATIVE MATERIAL AND ORGANIC SOIL LAYERS TO BE REMOVED; PREPARE NOTE: EXISTING GRADE AS SPECIFIED FOR COHESIVE SOILS D1 (ENGINEER TO WITNESS SUBGRADE PREPARATION PRIOR TO ANY FILL PLACEMENT) SYSTEM SECTION SCALE: N.T.S. 10 - 20 MIN/INCH PERCOLATION RATE FILL MATERIAL PERMANENT MARKER WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; OVER COVER SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER WATERTIGHT SEALED CONCRETE PLUG �24„ FINISHED GRADE 12" MIN. 24" MIN. PRECAST CONCRETE RISER AS REQUIRED SOIL LINE FROM HOUSE r < a ea a a -- INSTALL NEW OUTLET T 3„ PIPING @ 1% SLOPE (MIN.) INLET — OUTLET 15" — 18" EFFLUENT LINE INSTALL EFFLUENT 2 FILTER IN OUTLET TEE D1 EXISTING SEPTIC TANK TO BE REUSED /V // SEPTIC TANK REFIT DETAIL SCALE: N.T.S. LUMBER MARKER _ %-L BURIED COVERS; 2" ABOVE GRADE 6" (MIN.) REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING INLETFDEVICE ON EACH OUTLET 4" GRAVITY DISTRIBUTION LATERAL 0 `—® 0.5% MIN. SLOPE a 12" MIN. OF CLEAN SAND 2" MIN. —FOR PEA GRAVEL FOUNDATION _=ORT MILLER DISTRIBUTION OUTLETS — 4" KNOCKOUTS— BOX OR EGJIVALENT DISTRIBUTION BOX DETAIL SCALE: N.T.S. ORIGINAL GRADE X, 4" OUTLET TEE MODEL A1801 —4x22 RESIDENTIAL "ZABEL" FILTER OR EQUIVALENT A SURFACE WATER DIVERSION SWALE PERMEABLE SANDY TOPSOIL 6" TYP. EXISTING FILL MATERAIL OUTSIDE OF WASTEWATER SYSTEM FOOT PRINT TO REMAIN N-WOVEN GEOTEXTILE 4" PERFORATED CORRUGATED HDPE DRAINAGE TUBE NON —SHRINK GROUT -oTO PUMP STATION 18" MIN. 1 4" PVC PIPE NOTE: IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4x22 FOR MODEL A1801 —4x22. EFFLUENT FILTER DETAIL SCALE: N.T.S. 4" PVC EQUALIZATION PIPINC END PLATE WITH STANDARD END LEACRIf SCALE: N,T,S. G LATERAL DETAIL 24 CHAMBERS ' PVC DISTRIBUTOR FROM DISTRIBUTION BOX PLATE WITH �,IHNDARD INVERT PIPING: P-1) ALL GRAVITY SEWER SHALL BF PVC SDR 35, A`JTM D_`034; IIjS.,-u.LL !11 r , ��CRGf��.h��;_ ':,'iTH A'-"Rv1 L)232.1. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED B`i' A METHOD „PPP0VED BY ENGIIvLER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) ALLOW FOR FLOW BACK TO PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE). LEACHING SYSTEM: 777 /j\ L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL INFILTRATOR UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. L-4 CONTRACTOR T0 VERIFY CONSISTENT SOILC CONDITIONS DITIONS INAREA OF LEACHINGAREA PRIOR TOCONSTRUCTION; ENGINEER G NEER AND/OR OWNER TO BENOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5 FILLMATERIAL E L FOR A LE CH FIELD B SYSTEMS FIELD/BED S S EMS SHALL LL B E CLEAN GRANU LAR ULARSOIL (SAND OR LOAMY SAND FREE OF CLAY, ORGANIC MATERIAL AND NON -SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION RATE (S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER AND/OR ENGINEER. L-6) METHOD OF GROUND PREARATION TO BE AS FOLLOWS: ON GRANULAR NATIVE SOILS: 1. REMOVE VEGETATION AND TOPSOIL; STOCKPILE TOPSOIL FOR PLACEMENT ON FINISHED SYSTEM. 2. SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING PRIOR TO PLACEMENT OF SPECIFIED GRANULAR FILL. ON COHESIVE NATIVE SOILS SUCH AS SILT AND CLAY: 1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH. 2. ALL TREES AND STUMPS AT THE FILL SITE SHALL BE CUT TO GRADE AND REMOVED. 3. BRUSH, VINES WEEDS, GRASS, ETC. SHALL BE CUT TO GRADE AND REMOVED. 4. LEAVES, LIMBS AND BOULDERS ABOVE GRADE SHALL BE REMOVED, 5. THE FILL AREA SHALL BE PLOWED TO A DEPTH OF 7-8 INCHES WITH A MULTI -BOTTOMED BLADE PLOW AND THE FURROW TURNED UPSLOPE. 6. FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED. 7. FILL SHALL BE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON USING A TRACK TYPE MACHINE FROM THE UPSLOPE SIDE. (EQUIPMENT SHALL ALWAYS WORK FROM FILL MATERIAL) 8. THE REQUIRED ABSORPTION SYSTEM SHALL BE CONSTRUCTED AFTER THE FILL MATERIAL COVERS THE ENTIRE MOUNDED AREA. 9. A CLAYEY LOAM OR SILTY LOAM CAP SHALL BE INSTALLED AS DEPICTED ON THE PLANS. 10. THE ENTIRE MOUND SHALL BE COVERED WITH TOPSOIL (MIN 4") AND SEEDED TO GRASS. L-7) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. L-8) NEW LEACHING SYSTEMS ARE NOT DESIGNED TO HANDLE SWIMMING POOL BACKWASH WATER. BACKWASH WATER TO BE DIRECTED AWAY FROM NEW SYSTEMS AND DISPOSED OF AT DIRECTION OF OWNER. TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON -SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T--6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. MISCELLANEOUS: M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. ZL 09/23/03 /A SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY DETAILS D1 #63 & #67 SURREY FIELD DRIVE - z REPLACEMENT WASTEWATER DISPOSAL SYSTEM SURREY FIELD DRIVE QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS PLLC H. TH RETT PROFESSIONAL ENGINEERING .E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT ® 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 DILY COPIES OF THIS ORAWING WITH A BUWSEAL SHALLBECONSIDEWDTRUE SEPTEMBER 2003 PRO#02-053 SHEET: 2 OF 3 AND VALID ALTIERATIMBYALICEN LICENSED ENG DOCUMENTEXCEPTFILE; F:\...\ 02053091903 SURREY FIELD WW DESIGN.DWG PLOTTED / REVISED: 09/23/0310:30am BYA LICENSED ENGINEER IS UNLAWFUL n LOCATION PLAN SUBSURFACE INVESTIGATION Performed 4/23/03 Test Pit #3 0 -12" 12" - 37" 37" - 42" 42" 34" Performed 5/5/03 Test Pit #14 0 - 56" 56" - 60" ,. 9 Test Pit #15 0 - 59" 59" - 63" 63" Test Pit #18 0 - 20" 20" - 40" 40" Silty Topsoil (Appears to have low organic content) Sandy Fill Medium Brown Silty Clay Bottom of Hole Water Entering Hole Medium Brown Sandy Silt Fill, Silt content increases with depth Organic Top Soil Evidence of pine needles, sticks, leaves Bottom of Hole Medium Brown Sandy Silt Fill Organic Top Soil Trace evidence of pine needles, grass, leaves Bottom of Hole APPROXIMATE NYSDOH BASAL AREA LIMIT (TYP.) NEW "EQUALIZER 24" INFILTRATOR / 4 CHAMBER LATERALS (TYP.) D1 Medium Brown Sandy Silt Fill Gray fine to medium sand Bottom of Hole (Refusal) Medium Brown Silt in bottom of hole Percolation Test # 12 Soil: Brown fine to medium sand, trace silts Depth: 37" Stabilized percolation rate of 9 minutes 10 seconds Percolation Test #13 Soil Description: Medium Brown Silt Depth: 35" No stabilized percolation rate achieved 1/2" drop in 2 hours and 03 minutes Percolation Test #16 Soil: Medium Brown fine to medium sand, some silt Depth: 24" Stabilized percolation rate of 10 minutes 49 seconds Percolation Test #17 Soil: Medium Brown Silt Depth: 19" No stabilized percolation rate achieved 1/" drop in 56 minutes LEGEND: SURREY FIELD HOMEOWNERS _,) ASSOCIATION PROPERTY EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: SURFACE WATER DIVERSION SWALE: EDGEDRAIN GROUNDWATER INTERSEPTOR: SILT FENCE / EROSION CONTROL: TEST HOLE: PERCOLATION TEST: RAWING # DETAIL REFERENCE TAG: NOTE: S- EE DRAWING # FOR DETAIL ETAI L # 2 DETAIL REFERENCE TAG: D1 SEE DRAWING # FOR DETAIL ECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER D1 SEE DRAWING # FOR SECTION ROUTE TO DAYLIGHT IN EXISTING SWALE APPROXIMATE LOCATION ` OF EXISTING DRAINAGE SWALE AREA OF FILL MATERIAL - _ , TO BE REMOVED AND REPLACED 4" PVC DRAIN LINE TO EXTEND BEYOND FILL LIMITS _ . _,'` 1, _ _ \ ^` -_ ,_: _- f `1 ..., z•�i,`S« � / SURFACE WATER GROUND WATER CUTOFF TRENCH 59 ± (TYP.) _ EXISTING SEPTIC TANK j 'i' _ . - PT #12 1 TO BE REUSED; LOCATION �' D1 APPROXIMATE 8.43' _ _ 3 N EW TYP. _ - ., --,y D1 D-BOX / EXISTING BUILDING SEWER / 000, - - `'✓ 111 / \ #67 SURREY FIELD DRIVE /TP #�3 \ O'KEEFE RESIDENCE NEW 3 D—BOX D1 - NEW 4" PVC EFFLUENT LINE(S) 6' \(TYP.) i_ A% r% TP #15 (1% MIN. SLOPE) NEW DROP INLET TO COLLECT ROOF f LEADER RUNOFF i EXISTING SEPTIC TANK 1 \ i TO BE REUSED; LOCATION APPROXIMATE D1 \ / EXISTING #63 SURREY FIELD DRIVE BUILDING SEWER MILEN RESIDENCE \ ROUTE TO DAYLIGHT / IN EXISTING SWALE i PROPOSED SYSTEM PLAN SCALE: 1 " = 10'± GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) SCALE: 1" = 10' ., GENERAL NOTES: G-1) PLAN BASED ON MAPPING BY NACE ENGINEERING, PROVIDED TO JARRETT-MARTIN ENGINEERS, PLLC BY THE SURREY FIELD HOMEOWNER'S ASSOCIATION. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT 'DIG SAFELY NEW YORK' AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). G--4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. DESIGN INFORMATION (463 MILEN & #67 O'KEEFE): DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM; SURREY FIELD HOMES SERVED BY QUEENSBURY MUNICIPAL WATER. DESIGN FLOW (EACH SYSTEM) 3 BEDROOMS x 130 GPD/BEDROOM = 390 GPD NO GARBAGE GRINDERS OR SPAS/ HOTTUBS TO BE CONNECTED TO WASTEWATER DISPOSAL SYSTEM SEPTIC TANK 1000 GAL. (MIN.) CAPACITY SEPTIC TANK REQUIRED AND PROVIDED, EACH SYSTEM EXISTING 1000 GAL. SEPTIC TANKS FOR EACH RESIDENCE TO BE REUSED. SEPTIC TANK EFFLUENT FILTER PROVIDE (1) MODEL A1801-4X22, "ZABEL" RESIDENTIAL FILTER FOR EACH RESIDENCE.(FOR MULTIPLE TANKS PLUMBED IN SERIES PROVIDE THE EFFLUENT FILTER IN THE OUTLET OF THE DOWN STREAM SEPTIC TANK.) LEACHING SYSTEM (RAISED) (EACH SYSTEM) 390 GPD _ 0.7 GPD/SQ. FT. = 557.14 SQ. FT. REQ'D (10 - 20 MINUTE/INCH PERCOLATION RATE FILL MATERIAL) 557.14 SQ. FT. _ 2' TRENCH WIDTH = 278.6' MINIMUM LENGTH OF "EQUALIZER 24" INFILTRATOR CHAMBER TRENCH REQUIRED. PROVIDE (5) 59.01' "EQUALIZER 24" INFILTRATOR CHAMBER LATERALS EACH LATERAL TO BE (7) UNITS LONG EACH BASAL AREA 390 GPD _ 0.2 GPD/SQ. FT. = 1950 SO. FT. MINIMUM BASAL AREA REQUIRED 1984 SQ. FT. OF BASAL AREA TO BE PROVIDED. EFFLUENT DOSING / DISTRIBUTION GRAVITY DOSING AND DISTRIBUTION VIA D-BOX FROM SEPTIC TANK. r'11 1% 19. : .. ' r. ` BUILDING D DEpT REVIEWED BY DATE Ow� RECE E pt piI r)pvP- i,or, 4 ('17).`- l� 09/23/03 /A\ SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY DRAWIN 1-,4 S J.4, SITE PLAN C1 #63 & #67 SURREY FIELD DRIVE REPLACEMENT WASTEWATER DISPOSAL SYSTEM . SURREY FIELD DRIVE QUEENSBURY, NEW YORK "H. TTMAS JARRETT E. #57509 COPYRIGHT ® 2002 ONLY COPES OF TKS DRAWING WITH A BLUE SEA- Sit_ BE CONSIDERED TRUE AND VALID ALTMTIOkOFTHIS DOCUMENT EXCEPT BY A LXXNSED ENGINEER IS UNLAWFUL JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 SEPTEMBER 2003 PRO#02-053 FILE: F:\...\ 02053091903 SURREY FIELD WW DESIGN.DWG SHEET: 1 OF 3 PLOTTED / REVISED: 09/23/0310:30am