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2003-018 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: P20030018 Date Issued: Friday, May 16, 2003 This is to certify that work requested to be done as shown by Permit Number P20030018 has been completed. Y Tax Map Number: 523400-309-009-0002-001-000-0000 Location: LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant: HOMESTEAD VILLAGE L P 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 Number: P20030018 Application Number: A20030018 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE I,P For property located at: LUZERNE Rd 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: HOMESTEAD VILLAGE L P 4294 ROUTE 5 Septic Alteration Residential Total Value CALEDONIA,NY 14423 Contractor or Builder's Name/Address Electrical Inspection Agency T.R.S. SEPTIC 2 LOWER WARREN STREET 01 JF,F,NSBI JRY.NY Plans&Specifications 2003-018 LOT 2 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, January 27,2004 (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 th n of QtAnslm ry; o ay,January 27,2003 SIGNED B Yfor the Town of Queensbury. Director of Building&Code Enforcement Professional Engineering 12 East Washington Street Glens Falls, NY 12801 DATE JOB NO. ATTENTION TEL 518-792-2907 FAX 518-798-1864 RE: � `�°�_�hlk A DX TO -�- a �6 Bu�NOFQ2EENS80gy � �E WE ARE SENDING YOU WAttached ❑ Under separate cover via the following items: ❑Shop drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter ❑Change order ❑ COPIESDATE NO. DESCRIPTION a ad V 1 t. a► 0 01 THESE ARE TRANSMITTED as checked below: [(For approval ❑ Approved as submitted ❑ Resubmit -copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO yJ�C-1 c �� �^14P �1[5►124�1-�oc3r�) ((��( � SIGNED: '�.`��1��Q .AtAfi_kindiv notifv us at once. Application for Permit —Septic Disposal System Town (?f Quec.'nsbuly 7•12.Bin,ltuur!-. uc.<suabul_►' A!1' 1280.1 (:518) 701-8256 1. OWNER INFORMATION:, , Homestead rk Village Trailer Pa ! g �i�, orr��use i Location of installation;_ Lot#2, Luzerne Rd—_.-;-- Tax MaO No. 309.9/ 2 % 1 - Filo Pc it No. Owner's NanwAffordable Great Locations I Fee I' .. ..... ......... ...........................................I Address: 4.204 RT. 5, Caledonia, NY 14423 `� R' W03 TOW V OF QU�E�ISBURy 2. INSTALLER'S NAME ; IES Septic Pl-10NE N CODE 3. RESIDENCE INFORMATION: (circle)ear of dwelling, indicale !l beclroom(y) and multiply 11 of bedrooms with applicablo gctllo»s per bedroom to equal local daily Jlou,) See Plans You of House: No. of I3cdroot it s . x Cotn17uhlion_ - Total Daily [flow 1980 or older Z_ x 150 gal/bdrm = 1980. _ 1991. x 130 gal/bdrm = '1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes _ / no j Spa or Whirlpool Installed yes_ / no 4. PARCEL INFORMATION: (circle applicablo information & 1nd1G'1to nicasurelrl)11ts) See'Plans T4P4Sr�).liy Soil Najiir4__ G,rc�un�l�Vptor Bedrock or Impervious_M�jtcri_. I_..._[�otncs ul whirl(leplh ul what depth Jrrrni�i/Ju/ feel feel C Sleep slope clay if well; water supply, r%slope other front(111},.si�plic-system depth: absoiption is ft. other Percolation Test:. ( o be completecl by licensed pr(fcssional eiigincer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be dcsigucd by a licensed professional engineer or architect(unless installed in a Planning Board appnmed subdivision). Add 250 gallons to the size of"the septic tank and Icach field fir each Garbage Grinder. Spa or Whirliml Tub. See Plans Septic Ta1uk� not gallon (min. size 1,000 gal.) Zo 6 , �-- Tile Field: each trends ft. Total System Lcngtli:_ _ _Ji, l tJ F 1 L Seepage Pit(s): number vj size (f each: fi. by fr. Sizo of Slouo to bo used: 11 / depth or thickness Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) See Plans Ntunbor of tanks: / Size of each: gallons /TOTAL Cal)acity: gallons Note: Alarm System and associated electrical work must be inspected by a 'Town approved electrical insliection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (picas: read) For your protection, please riot)that pursuant to Section 136-29 of the Code of trio"Town of Quecnsbury, any permit or approval granlcd which is based upon or is granted in reliance upon any material misreprescutabon or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. 1 have read die regulations with respect to this application will agreo to abide by these mill all requirements of the Town of Quecnsbury Sanitary Sewage Disposal Ordinance. J o3 Slgna uro of r sponsiblo person bate Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: am6At�e : am/pm 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials: NAME: 40w�llr"Q PERMIT NO.: f) ::� r Dl LOCATION: INSPECT ON: — RECHECK: 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: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: i 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 ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Co R 1 Location of System on Property: Front Rear Left Side Right Side Middle Fro Middle Rear System Use Se S s: Approved Partial Approved and needs to be re-inspected,please call the.Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS�,Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: h / Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: dG L PERMIT NO.: © �� LOCATION: INSPECT ON: ,7 b RECHECK: 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: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box , l Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation aration 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 Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\,Septic Inspection Report.doc January 28,2003 36 Septic Inspection Report p P P Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a ;t: am/pm742 Bay Rd.,Queensbury,NY j2804, —, Inspector's Initials: NAME: PERMIT NO.: , LOCATION: As INSPECT ON: RECHECK: Comments and/or diagram Soil:TT2e:I Sand/ lay T e of W unicip /Well Water Waterline separa ' lstance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Z ft. Length of each trench ft. Depth of trenches Size of Stone r— L Seepage Pits: Number Size: x Stone Size: Piping Si"e. Type,, Building to tank Tank to Distribution Box t t Distribution Box to Field/Pit u Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. c�. _ ..i— �,P��{J Foundation to absorption ft. AA Separation of Pits Conforms as per Plot Plan Y `V pa, 1 Location of System on P rty: Front Rear Left Sid Right Side �V— i Middle Front Middle Rear _System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 20908011003 HOMESTEAD LOTS 1 & 2 C1 .PLT - 1 /31 / 03 3 : 01 :64 PM GENERAIr_ NOTES: G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. approx. lot I e (not property I ,es); VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR -- exact �ccotion of trailer { DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY I on eacr ? -kr: n IF SITE CONDITIONS ARE NOT AS INDICATED. I I I j®REPLUMB BLDG SEWER I I G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS OUT NORTH SIDE OF I i I CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL MOBILE HOME TO NEW I - -------__-- _ I WW SYSTEM AGENCY). FxIi`r g 1 000 gal APPROX. I -- - I G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS I - 10 0 GAL pre ast conr ��te Septic tar1K DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. I I PRECAST COt�lCRETE SEPTII TANK i 4" PAC @ 1 % 11 � CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. I 4" FVC Cam? 11 G-5) CONSTRUCTION MUST BE OBSERVED, AT KEY CONSTRUCTION MILESTONES, BY A LICENSED PROFESSIONAL D-BOX 3 ENGINEER TO ENABLE CERTIFICATION TO THE NYSDOH THAT THE SYSTEM WAS CONSTRUCTED IN CONFORMANCE I I B D1 WITH THE ARPRdVED CONSTRUCTION PLANS. I i D- �X 3 ► I - --- F ----®--4 -PVC DISTRIBUTION { Di G-6 EXISTING SEPTIC TANKS SHALL BE USED AS TEMPORARY HOLDING TANKS UNTIL SUCH TIME AS THE 4" PVC DISTRIBUTION I I -- --- ----� LATERALS @ 0.5% (TY� .) ) I I I I ® NEW WASTEWATER SYSTEM IS OPERATIONAL. TEMPORARY HOLDING TANKS SHALL BE PUMPED OUT AS REQUIRED LATERALS 0.5% (TYP.) I I y TO PREVENT OVERFLOW/BACKUP. THE AREA AROUND EACH TANK SHALL BE TEMPORARILY FENCED TO PREVENT INCIDENTAL CONTACT. I I i i #2 I I I I T P. # I I P. 1 P. 1 WASTEWATER DESIGN INFORMATION FOR LOT #1: i I � I � I � i j IOt r 1 I DESIGN BASIS g I I A _- I NEW YORK STATE DEPARTMENT OF HEALTH lot * 2 D1 Di TOWN OF QUEENSBURY I I I R MOVE TREES & SIRUBS; POTABLE WATER SUPPLY TY IN 11 PLACES I(BY OWNER) EQUALIZER 44 CHAMBER I I MUNICIPAL WATER SUPPLY TO LOT #1 �, NO KNOWN WELLS OR SUCTION LINES WITH IN 100' I I I a i LATERAL (TYF.) 00 I g I I I EQUALIZER 24 CHAMBER DESIGN FI_OW CK EXFE 'AL TYP. 3 BEDROOMS X 150 GPD/BEDROOM = 450 GPD Q o i I � - ( ) (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE Cn .J �° I I Q I RECOMM-NDED) w �\ ' o / SEE NOTE -=� - I � �� ®; I SEPTIC TANK BELOW I SEE NOTE { j 1000 GALLON (MIN.) CAPACITY REQUIRED ® BELOW � I USE EXISTING 1000 GAL SEPTIC TANK I I I 0 / 6' I `�`'' I (n I SEPTIC TANK EFFLUENT FILTER I I I SEE NOTE SEE NOTE I�- (TYP.) I ; ® BELOW PROVIDE (1) MODEL A1801 -4X22, "ZABEL" RESIDENTIAL FILTER. BELOW LEACHING SYSTEM (FIELD) I I 6 450 GPD = 1.2 GPD/SQ. FT. = 375 SQ. FT. REQ'D --I h-- (NP ) (1 -5 MINUTE/INCH PERCOLATION RATE SOIL) I375 SQ. FT. -. 2' WIDE TRENCH = 187.5' MINIMUM OF "EQUALIZER 24" TRENCH REQUIRED. PROVIDED 4 LATERALS EACH 50.58' LONG II "EQUALIZER 24" CHAMBER LATERAL TO BE (6) UNITS LONG I I EFFLUENT DOSING/DISTRIBUTION: GRAVITY DISTRIBUTION VIA D--BOX. I ` I --_-_—__ WASTEWATER DESIGN INFORMATION FOR LOT #2: -- ____. DESIGN BASIS - -- - - -------_ - NEW YOR;< STATE DEPARTMENTF HEALTH - - - TOWN OF QUEENSBURY POTABLE WATER SUPPLY I MUNICIPAL WATER SUPPLY TO LOT #2 NO KNOWN WELLS OR SUCTION LINES WITH IN 100' I NOTE: DESIGN FLOW CENTER WASTEWATER SYSTEM BETWEEN MOBILE HOMES I 2 BEDROOMS' X 150 GPD/BEDROOM = 300 GPD '., , �ttnv tT r nFPA 0f RF-A (INSTALLATION OF WATER SAVER FIXTURES THROUGH OJ i�ESIf� C r RECOMMENDED) ___-_-- - -- SEPTIC TANK W -- ----------- ----- - d�,p - _ _ � 1000 GALLON (MIN.) CAPACITY REQUIRED \ / USE EXISTING 1000 GAL SEPTIC TANK zat GRAPHIC SCALE J SEPTIC TAP;K EFFLUENT FILTER (U�'b_^�_ue_Y 10 0 5 10 20 40 PROVIDE (1) MODEL A1801 -4X22, "ZABEL" RESIDENTIAL FILTER MCALEr P71­11�CSCALE LEACHING SYSTEM (FIELD) ( IN FEET ) 1 : SEE 300 GPD _ 1 .2 GPD/SQ. FT. = 250 SQ. FT. REQ'D a �51�3Ldk SCALE: 1" = 10' (1 -5 MINUTE/INCH PERCOLATION RATE SOIL) 8 �f � SUBSURFACE INVESTIGATION: 250 SQ, FT. - 2' WIDE TRENCH = 125' MINIMUM OF "EQUALIZER 24" TRENCH REQUIRED. PROVIDED 3 LATERALS EACH 42.15' LONG "EQUALIZER 24" CHAMBER LATERAL TO BE (5) UNITS LONG LEGEND: TEST PIT #1 r��',, , 0 - 8" SILTY LOAM DARK TOPSOIL - EFFLUENT DOSING/DISTRIBUTION: ' 08 - 28" REDDISH BROWN FINE SAND EXISTING / BY OTHERS: V. q GRAVITY DISTRIBUTION VIA D-BOX �';• s 28 - 96" MEDIUM BROWN MEDIUM SAND (existing features denoted by lower case lettering) '�,..�KF.- ` °""�`" VFfi�.';..�.' """i4= 96" BOTTOM OF HOLE NEW / PROPOSED IN THIS DESIGN: '( �,�° �' NO MOTTLING, HIGH GROUNDWATER OR BEDROCK NOTED 01/31/03 © RESPONSE TO NYSDOH COMMENTS LOT LINE: MUNICIPAL WATER LINE: - -- —- - - - -- .� / ;. CravQ Z TEST PIT #2 01/21/03 A SUBMITTED FOR PERMIT TO CONSTRUCT .4Ga. Pit ; � �j j •; ,ti 0 - 8;; SILTY LOAM DARK TOPSOIL DATE REV# ISSUED/REVISIONS BY SILT FENCE / EROSION CONTROL: 08 - 28 REDDISH BROWN FINE SAND t, r DRANK M VILLAGE 28 - 96" MEDIUM BROWN MEDIUM SAND TEST HOLE: sfm - •':� ,,,RN r...,: -- :�„ rt ``, 7f 96" BOTTOM OF HOLE SITE PLAN PERCOLATION TEST: ® + �' HOMESTEAD VILLAGE - LOTS # 1 & #2 DRAWING ; iY?f"°� *� � u NO MOTTLING, HIGH GROUNDWATER OR BEDROCK NOTED DETAIL REFERENCE TAG- REPLACEMENT• ,, ; ?° ti . �A"7lCE' �. �` REPLACEMENT WASTEWATER SYSTEM Di Cra�:e+ <,.�•? �, ?� - 4 f,� PERCOLATION TEST #1 SEE DRAWING # FOR DETAIL ;+�Ait '• � �ry', ; ',*-''•` '1 ;. =�f ' >' LUZERNE ROAD tsrevel TEST DEPTH: 34 DETAIL # SOIL: MEDIUM BROWN FINE-MEDIUM SAND QUEENSBURY, NEWYORK 2 • r , ; �a�, ��� { (/ Y STABILIZED PERCOLATION RATE OF 1 MINUTE 05 SECONDS. DETAIL REFERENCE TAG: JARRETT - MARTIN ENGINEERS, PLLC SEE DRAWING # FOR DETAIL PERCOLATION TEST #2 { EST DEPTH: 24' -- -- -- P OFESSIONAL ENGINEERING ,. T - SECTION CUT DIRECTION - { r SOIL: MEDIUM RED-BROWN FINE SAND H HO JARRETT ;�rr ?�� STABILIZED PERCOLATION RATE OF 1 MINUTE 57 SECONDS. ,P. . # 5a509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: SECTION LETTER . �! =:�•,�.:f COPYRIGHT D 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 D1 ONLYSEE DRAWING # FOR SECTION LOCATION PLAN WEST SEAL SHALL BECUAwERED A BLUE SEAL81•iAILBECf.�18IDEHEDME JANUARY 2003\ PRO# 02-98 SHEET: 1 OF 2 ❑ ANDva.m SCALE: N.T.S. ALTERAnoN OFTHS DC,31_WE 80EFr FILE:F-.\20908011003 HOMESTEAD VILLAGE LOTS 1&2.ft PLOTTED/REVISED:01/31/03 2:30PM BY UCENSED ENGIWR ISUNtAWFUL 20908011008 HOMESTEAD LOTS 1 & 2 D1 .PLT - i / Si / 03 S ; 01 ;64 PM SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. BACKFILL WITH NATIVE EXISTING GRADE •-� P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH MATERIAL, LESS COBBLES POINTS). 3" DIA. AND LARGER SEE PLAN ON DRAWING C1 P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. \ \ \ \\ \ \ \/\ \ \ \ \ \ TANKS/STRUCTURES: \/\//. // // / / // ///! //////i/, 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. //\// \/ \/\\ �\\. \\ \\ \\•\ \ \ \ \,\ /� /\/\//�/ �i /�/\� T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/\/\/\/\/ \� /\/\ MARKERS) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD \ //\//\`%/\//\//\//\//\ ;; // // // // // // // // // // // // // //\ /'�//\// DRAWINGS" (SEE GENERAL NOTES). 24" TYP. '\\ \\ \\ \\\ \\ \\ \\ \\ \\ \\ /\\/\i;�i \ / T-3) ALL TANKS/\\/\ /\\/\ 30 (MAX.) \�\\j � \\/\\/\\\\j\\\/\\%\\/ /\//��// // //i\//%\//%\/ // // //%\// /�\//�\// //�\ \\// POSSIBLE FLOTATION T US NG HEAVY DUTY TANKS W/ 6 ELOW SEASONALLY HIGH NDEXT EN D EDTER L NTEI GORAL NS SBASES HALL B AGAINST OR ANCHORED ALTERNATIVE EQUALIZER 24" INFILTRATOR CHAMBERS (TYP.) METHOD APPROVED BY ENGINEER. NO EVIDENCE OF HIGH GROUND WATER OR BEDROCK TO 96" 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 BELOW EXISTING GRADE 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. (ENGINEER TO WITNESS) T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED LEACHING SYSTEM SECTION (LOT #1 ) FOR(H-20) WHEEL LOADING. SCALE: N.T.S. ~1C T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND BACKFILL WITH NATIVE EXISTING GRADE LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER, MATERIAL, LESS COBBLES 3" DIA. AND LARGER T-8) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW SEE PLAN ON INSTALLATION OF A ZABEL FILTER. DRAWING C1 LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. \ Xxx / // // // // // // / \//\//\//\//\//\//\// /\/\\/� L-2) INSTALL LEACHING CHAMBER 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. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. \ v / V VA VA VA/VA VA \ v. v 24 (TYP.) / i\/\/\ \/\/ /\/\/\/\/\/\/ �� \ / / / L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO 30 (MAX.) \ \ \\\j\\\/\\j\\j\\j\\\\\\�/\\�� �//\\j\�/\�j\%j%� �\%/�\\j „ CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. EQUALIZER 24" INFILTRATOR CHAMBERS (TYP.) L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF NO EVIDENCE OF HIGH GROUND EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. WATER OR BEDROCK TO 96 " EROSION & SEDIMENT CONTROL: BELOW EXISTING GRADE ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. B LEACHING SYSTEM SECTION (LOT #2)SCALE: N.T.S. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT - - - SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. --- -- - ° NON-SHRINK 4" OUTLET TEE GROUT ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT MODEL A1801 -408 RESIDENTIAL RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND "ZABEL" FILTER OR EQUIVALENT OUTLET UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. 18" 18" ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. 4" PVC PIPE MIN. L EARTHWORK&TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. NOTE: ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. IF EXISTING SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW MODEL A1807-4x1 (S FOR MODEL A1801 -4x18. SWALE AROUND-T-HE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT PERMANENT MARKER WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. OVER COVER SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER EFFLUENT N.T.S. y FILTER DETAIL ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, [z-FFs-cr-,1,-E: ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND WATERTIGHT SEALED ,,� AS DIRECTED BY OWNER. CONCRETE PLUG 24" FINISHED GRADE MISCELLANEOUS: .. �tA PRECAST CONCRETE RISER AS REQUIRED M-1) EXACT LOCATION OF XI TINGCONSTRUCTION.LLINEFFAP� I OCA ONI�OF NT9 AND KI A S 12" MIN. 24' MIN. TO BE FIELD VERIFIED TOF PROXI A E PIPING ARE SHOWN FOR REFERENCE ONLY. TREATED LUMBER MARKER INLET OUTLET ABOVE ALL BURIED COVERS; V 7 -- ' j " SET 1/2" ABOVE GRADE WATERTIGHT SLEEVE AND SEAL 1 5" 18 EFFLUENT LINE 01/31/03 0 RESPONSE TO NYSDOH COMMENTS (NO CHANGES THIS SHEET) � ` � (SEE NOTE T-4) °j INSTALL EFFLUENT z ! �� \j\�\ ,/ 01/21/03 0 SUBMITTED FOR PERMIT TO CONSTRUCT ,\�/,\�/.���\��\ ' (MIN.) BY FILTER IN OUTLET TEE of EXISTING SEPTIC TANK --� REMOVABLE COVER DATE REV# ISSUED/REVISIONS TO BE REUSED DRAWING- ------ PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET WASTEWATER DETAILS D1 I N_ET -- 4" GRAVITY DISTRIBUTION LATERAL HOMESTEAD VILLAGE - LOTS # 1 & #2 `/ `% ,>\/ /\\/ /`�% /' /% �/ %`1�/ `�/ '% �� ® "�-© 0.5% MIN. SLOPE \1 /,\//\/�\/� \/\/\,,\/\/\/\ /\/\�\\/\\ ,\ REPLACEMENT WASTEWATER SYSTEM 12 MIN. OF CLEAN SAND LUZERNE ROAD 2" MIN. -��OR PEA GRAVEL FOUNDATION QUEENSBURY, NEWYORK SEPTIC TANK INSPECTION / REFIT DETAIL SCALE: N.T.S. JARRETT - MARTIN ENGINEERS, PLLC FORT MILLER DISTRIBUTION OUTLETS - 4" KNOCKOUTS BOX OR EQUIVALENT H. THOM S JARREFF PROFESSIONAL ENGINEERING # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT®2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 :0D-BOX DETAIL BLUES s Ai,.e E�DTU JANUARY 2003 PRO# 02-98 SHEET: 2 OF 2 SCALE: N.T.S. ANDVALID ALTERATION OFTNIS DOCUMFNTEXCEPr FILE:F:\20908011003 HOEMSTEAD VILLAGE LOTS 1&2.t1wg PLOTTED/REMO:01/31/03 2;WPM BYA LICENSED ENGINEER 6LINLAWRIL