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2012-189 TOWN OF QUEENSBURY IF4go742 Bay Road Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20120189 Date Issued: Friday, April 27, 2012 This is to certify that work requested to be done as shown by Permit Number P20120189 has been completed. Tax Map Number: 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant: HOMESTEAD VILLAGE L P This structure may be occupied as a: Septic Alteration Commercial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the ( 444_± 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 ` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 T 1 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120189 Application Number: a20120189 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE L P For property located at: 200 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 Septic Alteration Commercial 4294 ROUTE 5 Total Value CALEDONIA, NY 14423 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-189 Commercial Septic Alteration 115 & 116 Adirondack St. $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, April 24, 2013 (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 c� Quee bury / ue: • . /> 4 ' 24, 2012 40.1 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement i._i 17 '('I I 7L 11) u > 2 3 2012Community Development Office Town of Queensbury • 742 Bay Road • Queensbury, ewiYbrk •12804 Office Use Only p •� 3aq -1 - � PERMIT NO. jolly / V PERMIT FEE'S .& -- TAX MAP NO._ _ ., APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE k4a#,A.-t WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW n FORE ISSUANCE OF A VALIy-PERMIT. OWNER: S '2 l) k` +, ((4 J c INSTALLER: �1? f! tet. /of CJL- J -mcel t-�/ - / , I ADDRESS: ``� )LLQ gL l�� (��l ADDRESS: Q 0 �77« �9 6 PHONE NOS. 7 9Z' 2 y 0 ,D PHONE NOS. 79(,— RS' LOCATION OF INSTALLATION: 1 1 I i'` // 4. 1A--)IQ c)/`3 Apc_kI S RESIDENCE INFORMATION: NO.OF COMPUTATION YEAR BUILT X = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINS El�� 1980 or older X 150 = INSTALLED? t/`} L/ 1981 -1991 X 130 = SPA OR HOT TUB i \D 1992-present x 110 = INSTALLED? (�' " PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLI G o/STEEP SLOPE %SLOPE _ ✓ SOIL NATURE: SAND LOAM CLAY OTHER I GROUNDWATER: AT WHAT DEPTH? I BEDROCK/1MPERVIOUS MATERIAL: AT WHAT PTH? I DOMESTIC WATER SUPLY: MUNICIPAL ' WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS_ PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in cPning Board approved subdivision). TANK SIZE: 000 GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlp�ol tub. SYSTEM TYPE: ,e,_.-- - 0 ,BSORPTION FIELD(WITH NO.2 STONE) Total length ° ft. Each trench 2 X ,N5-7:4 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? _Number of tanks? __ NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, 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 circumstance known by or on behalf of an applicant,shall be void. I ave -ad the re•' ati+ s with respect to this application and agree to ide . these - .all :quires•e'/ of the Town of Q eensbury QUESTIONS? CALL 761-8256 OR EMAIL aniI . Sew-�-9i a.l •/d rice. /� / codes{CALL 61-82 .net - --- / 1 gna use of Person Responsible VISIT OUR WEBSITE FOR MORE INFORMATION www.oueensburv.net L a Septic Inspection Report Office No. (518) 761-8256 Date Ins•: ion r-. e -'- • Queensbury Building &Code EnforcementArrive: Btagp Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: ma• u 'E PE• 1T NO.: LOCATION: 1 • It Lb' =, _ 67. INWECT 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. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ^ft. Length of each trench _ ft. Depth of trenches _ft. Size of Stone Seepage Pits: Number Size: x Stone Size: T Piping Size Type Building to tank _ Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y_ N End Cap _Y_ N Inlet/Outlet Pipes&Baffles TY N Manholes 12"or less below grade _Y_ N [provide extension collar if Yes] Y T 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 T,N ETU Maintenance Contract _Y_ N provided Location of System on Property: Front ear Left Side Right Side Middle Front Middle Rear S stem Use S tus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc 11111111111111 � IIIIIIIIIIIII ENVIRONMENTAL DESIGN PARTNERSHIP, LLP April 25, 2012 Queensbury Building & Code Enforcement 742 Bay Road Queensbury,NY 12804 Via email john@queensbury.net Attn: John O'Brien Re: Homestead Village Mobile Home Park Lot 115/116 Adirondack Dear John: On April 25, 2012 I inspected the above referenced Homestead Village Mobile Home Park lots. The purpose of this visit was to observe the installation of the new septic system designed by EDP dated April, 2012. Based on my review of the plans and observation of the installation it is my opinion that the system was installed substantially in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, C:39ffe01.25 .1.P James E. Mitchell, P.E. 900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 -fax(518) 371-9540 Cc.)0__A.,A__._sd 1 " 3 ( ',e)) Septic Inspection Report Office No. (518) 761-8256 Date Inspection reque e• Queensbury Building &Code Enforcement Arrive: ` • a • • •.. . Inc a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: P • iT NO.: / LOCATION: ! 15_ 1/to Ad.\['n(13,4C.41) NSPECT ON: RECHECK: Comments and/or diagram Soil Ty•- ,•*'' _.am / Clay Type of Wate .:,� - V ater Wa - - separation distance __Ai)._ft, Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N _N/A Absorption Field: Total length ft. Length of each trench •-•TE2 ft. Depth of trenches ft. Size of Stone �Z Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank " 5LK 4t Tank to Distribution Box Distribution Box to Field / Pit / �!" Opening Sealed: _N End Cap___f N Inlet/Outlet Pipes &Baffles ✓Y_ N Location/ Separations • Foundation to tank Foundation to absorption ft. Separation of Pits ft. te� Conforms as per Plot Plan Y N C<) Engineer Report and As-Built Y N 1`-' Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S -, - Approved Partial Approved and needs o be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc SETTLING TTTT /_ HEAVY DUTY MANHOLE FRAME FINISH GRADE AND COVER BY CAMPBELL OR EQUAL III 11 = ,III IIII- /III. IIII ACCESS ENSIGN ASPHALTC = =IIII= N (MADE - SEAL =IIII= =IIII= 2 I.D. AS PER FORT MILLER OR EQUAL (AS REQUIRED) INLET OUTLET QCONSTRUCTIGN IIII ,IIII- IIII- TANK DIMENSIONS 'B"X"C' IIII IIII, IIII- IIII IIII TPRRATEX NO. 2 NONWOVEN FA©RIC OR 4 OR o e BLDU .iE WEF2 000 GAL 3 MIN. _ - = -- 4' 3" x S' 2' 5'-6" 5.-9" 6'-8" �EARTH CONSUCTION NOTES: RT DNTREATED BUILDING PAPER FA� BACKFILL IIII BACKFILL OR STRAW _ WATER TIGHT. JOINT (T-fP.) BETt)W THE .SURFACE CAN EASILY BE ROLLED INTO A: RIBBON. INSTEAD.. OF CRUMBLING, THE �SANT EXISTING EXISTING T;IRY— ,. �MOIgTURE-CONTENT IS TOO HIGH FOR I CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY f— `ip u PARGE W/NON—SHRINK GROWL BILE HOME —IIII MUST. BE PRESENT FOR A RIBBON TO BE, FORMED. —IIII_ III=IIII= TEE z d 4. MIN.. .I INSIDE & OUT -IIII- -IIII= :IIII= = = ALL JOINTS BELO' FIJ LL - o SANITARY TEE "O" TOP OF AGGREGATE QO - 00 O 00 OO 4" PVC MW.LIQUID LEVEL TO BE BITUMINOUS INTERIOR - REGRADED OR: SIMILARLY DISTURBED, THE SOIL SHALL,BE ALLOWED TO STABILIZE (I.E., SETTLE TO BE WITHIN z iJ /\P'ER�FO'RA`TIG'-N�- WAFERTIGHT AND COA I' Q D PROPOSED CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE C-12" OF SURFACE z T�- 2 RAKE ANY SMEARED JOINT (`t _ LEAKAGE TESTED PRIOR TO ©ACKFILLING •: DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED ITO PREVENT SOIL PERMEABILITY KOP 300"'1 OR EQUAL d 4AX IFSLE ^WITH . I I I I I Z (SEE DETAIL - SHEET 2) TRENCH N - O MALLS �OaO L-2 00� 70 24 „ )cc 24� CRUSHED STONE4�f v GROUNDWATER BEDROCK WASHED GRAVEL UP_ OR IMPERVIOUS LAYER L YER %a' TO 9/2" CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2NONWOVEN CONSTRUCLON FABRIC UNTREATED BUILDING PAPER OR PERMEABLE F00 GEOTExnLE OR 4" LAYER of STRAW IOI = O C7 LVO W �0 O 00 GJ�✓J 2" MAV.. III I FLOW PROVIDE CAPS 0 0 0 0 0 0 0 0 0 0 0 0 o. o 0 0 0 0 0 o 0 o 0 o 0 0 0 o a ON LINE ENDS �C�C7 -2 �� a o 00 U SLOPE PIPE X," Se" PER ET, SPACING OF ABSORPTION TRENCH 6' O.C, TRENCH BOTTOM TO. BE NEAR TRENCH PROFILE LEVEL AND RAKED ABSORPTION TRENCH DETAIL NOT TO SCALE _U VUAY NOT BE REouiRED ' 6" TO 12„ LAYER PEA GRAVEL OR 1: CRUSHED STONE SECTION VIEW BEDDING LAYER NOTE: 24" I.D.TAPERED UNLET INVERT IS :3" ABOVE PLUG (TYP.) ASPHALTIC (2" MIN.) SEAL - THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEPTIC TANK AND THE DISTRIBUTION', BOX TO BE %4" PER FT. INLET H OUTLET THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND BAFFLE NOTE: THE SEPTIC TANK TO BE %4"' PER FCMnv NOT BE BAFFLE NOT REQUIRED FOR reEouIRED TANKS LESS THAN 10 FT. LENGTH i PLAN VIEW OUTSIDE' - I F ` 1 ANK SIZE MIN. LIQUID DEPTH. A' TANK DIMENSIONS 'B"X"C' 110" "1" -HEIGHT 000 GAL 5'-0 4' 3" x S' 2' 5'-6" 5.-9" 6'-8" s I SEPTIC TANK (HEAVY DUTY SEPTIC TANK) GRADE NOTE: PAVEMENT OR 1. PIPE JOINTS TO BE SEALED WITH ORIGINAL GROUND ASPHALTIC MATERIALS OR EQUIVALENT. MIN - REMOVABLE COVER 2. INVERT ELEVATIONS OF ALL WHERE TRENCH SHIELD IS USED OUTLET PIPES MUST BE EQUAL. ,-i I - - � I - I WITH THE APPROVAI OF THE/ SELECTED GRANULAR FILL TO III�'•SLOPE OF OUTLET PIPES ENGINEER, SHEETED TRENCH II_ BE PLACED UNDER PAVEMENT A O.B.E. = AS ORDERED BY ENGINEER - BETWEEN. TFIE DISTRIBUTION BOX PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL AND :THE DISTRIBUTOR:', LATERALS 1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. SHOULD BE 1/8" PER 'FOOT. ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) BAFFLE PLACED IN S" LIFTS AND MAX. PAYMENT LIMITS ONLY FOR BE COMPACTED TO 55% STANDARD s PEN CUT AND ARE NOT INTENDED B INVERT . PROCTOR ASTM D698 TO REPRESENT STABLE SLOPES ��_NOT INTENDED TO REPRESENT ( ) UNDER FIELD CONDITIONS. A SAFE SLOPE INLET 2MIN ELEV I DEBRIS, FROZEN MATERIAL, LARGE\ O O .� CLODS OR STONES, ORGANIC II��"/\/\) MATTER, OR OTHER UNSUITABLE 6" WIDE GREEN PLASTIC LOCATOR TAPE, OUTLET CONTRACTOR �iTO USE SPEED LEVELERS MATERIALS SHALL NOT BE i —MARKED "CAPTION SEWER BELOW" AS SUPPLIED BY. FORT MILLER TO USED AS BACKFILL. TRACER WIRE #8 THNN STRANDED_ EQUALIZE FLOW. 2""-5• —COPPER OR STAINLESS STEEL SELECTED GRANULAR FILL {{ R' i9 PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR i ° AO.B. E. SEE NOTES 1&2\ ,�, _ i �, I2 MIN lg • a ill AN SAN R PEA G 2" THICK RIGID POLYSTYRENE INSULATION ,} CLE U 0 -RAVEL { , LOCATIONS WITH LESS THAN 4' COVER). CRUSHED STONE OR SELECT4BELOW GRADE . ' . GRANULAR MATERIAL AS ORDERED EXTEND TO MIN 2 DISTRIBUTION BOX BY ENGINEER (MECHANICALLY = - - - "'-�' h p TAMPED) OR A.O. B.E. SEF NOTE 2 +� ,a1,t7>> .�-- X = +� SPt n 6" MIN.FOR PIPE 72' DIA. AND SMALLER. .D c; +Y c FOR UNSTABLE TRENCH BOTTOM USESt-'Y F-• . -•` ' 12 MIN. FOR PIPs 14" DIA. AND LARGER ADDITIONAL DEPTH of STONE AS I NOT TO SCALE NECESSARY TO PROVIDE A FIRM FOUNDATION. WHERE A WATER TABLE CONUITION EXISTS 'a' CAA STONE BEDDING SHALL BE WRAPPED IN A u.," '�"0 , I SHEET 2 OF 2 ON -WOVEN CEO -TEXTILE ENVELOPE -- (FABRIC EQUIVALENT TO AMOCO 4545) q NOTES: SAN/ TAR Y DETAILS FOR � �n "cS ��de 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN �?�1;.' [�� MAY BE USED T APPROVED BY THE SIZE GRANULAR FILL MEET TFIE ; q I LOT "5 & 116 A DI RONDA CK S TREE T aa: s—' A+ C 1/ ENGINEER, FOLLOWING REO UIREM EN7s: ` , q ECJ TAD VILLAGE GE 0 % IN E% PA N 3" HOM_ 'LS %-75% PASSING y4 SIEVE +-. -;- u. `F o %-15 9 PASSING )200 SIEVE TOWN QF QUEENSBURY WARREN COUNTY, NEW YORK I� 2012 TRENCH DETAIL SCALE: = 20' APRIL 18, NOT TO SCALE y_ u II ENVIRONMENTAL DESIGN PARTNERSHIP, LLP =�= — 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 j ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P.E. 53,337 I BORING AND PERCOLATION TEST: { INSPECTION REQUIREMENTS: I ASSUMED CONDITION BASED ON SITE EVALUATION ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. 0-5' MEDIUM FINE SAND NOTE: LEGEND: NO WATER OR MOTTLING 7) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE E.O.P. --DENOTES EDGE OF PAVEMENT RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD MIN. DENOTES MINIMUM PERCOLATION RATE APPROXIMATELY ONE -MINUTE INSTRUMENT SURVEY PVC'UL. DENOTES DENOTES PLASTICA PIPE UTILITY LINES .,NOTE .SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM. SCH DENOTES 6CHEDULE S. DENOTES FFSI ATER SHUTOFF SEPTIC DESIGN:- EXISTING SANITARY STRUCTURES INCLUDING SEPTIC NORTH W. `F TANK AND SEEPAGE DEVICES ARE TO BE CRUSHED - IN PLACE AND FILLED WITH NATIVE MATERIAL - "' APPLICATION 'RATE - '- '1.2 GAL./SF/DAY LOT 115 E, t 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS 1 4 LOT 116 LOT 99 LOT 97 LOT 98 A 100 GALLONS BEDROOM r LOT 96 3 BEDROOMS T / =300 GALLONS - PROPOSED WYE AND 4" PVC' SDR -35 (GASKETED BELL) ,.'TOTAL. REMOVE EXISTING AT 1% MIN. TREES AS NECESSARY 6 BEDROOMS AT 100 GALLONS/BEDROOM PROPOSED 1,01 GALLON SEPTIC PROPOSED 1,000 GALLON SEPTIC•600. GALLONS TANK (SEE DETAIL - SHEET 2) RINE TANK (SEE DETAIL - SHEAT 2) - �/ PROPOSED 4" PVC USE (2) 1,000 GALLON_ PRECAST SEPTIC TANKS PROPOSED 4" PVC - I/% :SCH 40 AT 2%.MIN. USE 5 `.LINES AT 50 FT. EACH (SPACED 6 FT. ON -CENTER) SCH 40 AT 2% IN. �l Ea�� I , r V)� _ ONE END OF A.. STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END .WITH THE BLOCK " LST I7 `-P ( (� LOT 116 LOT 115 LQT I4 -no FAGING.DOWN ON THE DOWNSTREAM TOP OF, THE DISTRIBUTOR'FIFE, A .CARPENTER'S LEVEL .CAN BE ' USEQ TO DETERMINE THE: �6 INCH PER FOOT SLOPE. :A Y8 INCH BLOCK SIMILARLY USED WOULD REgULT IN A 302 INCH PER FOOT SLOPE. ANOTHER METHOD USED RTO ESTABLISH THE GRADE OF f-3 (D DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO 1�Z' _ A BEPTH OF AT LEAST TWO INCHES ABDVE THE TOP OF THE DISTRIBUTOR PIPES. 'ADDITIONAL - RK(On AGOREGA TE MAY BE REQUIRED TO BRING THE TOP OF. THE AGGREGATE TO WITHIN SIX TO 12 INCHES V�� > OF FINAL GRADE TREES L� ` N' PINE PINE T, ,�6) AFTER, THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING PARKING PARKING PARKING I PARKING �-- PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH AREA AREA 1wI AREA i � AREA --�� BAGKFILLED WITH EXCAVATED SOIL IF THE TRENCHES CANNOT,, BE IMMEDIATELY BACKFILLED, THE U.P. aur/ 3 (3 L._�.-_-' TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED _L THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THEON INTO THE AGGREGATE BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATI _0 P. U. L. Lw 135- �a . ORIGINAL 'GROUND LEVEL (l E., NOT �L - p�a,COMPACTED) TO ALLOW .FOR SETTLING FOLLOWINGSETTLEMENT THE ENTIRE AREA SHOULD BE W. S. W. S W S. {�J TTTT E.O.P. Lap. ! flI��ltl ��Y Y{ GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED !WITH GRASS HEAVY EQUIPMENT U j m°� 02 E.O.P. . r;� 1"6��J �,e3 IA SUBSURFACE SEWAGE THESHALL NOT ENTER ABSORPTION SYSTEM/TY AREA HAS BEEN CONSTRUCTEDTHE SED EXPANSION AREA AFTER THE w w f 6, pp�'� wi o &a oo� s w iL, FOP%g vao Z4° rc ALL TIMI ) ANY WATERLINE. WHERELINESMUSTCCROSS, ETHE SWATER SERVICELINESHALL BEEUAT LE SEWER / /''� J� J q / (�'� �y •. � �t i �� 6/ INCkJES ABOVE THE HOUSE SEWER. _ IF A WATER LINE MUST Pf�.`�'.SS WgVq 1EQU I 3 ,�1 ®/ R O \ / ® LI b�S � p � R �6-af E� �i a 3 y�q VERTICAL SEPARATION MUST BE: AT LEAST. 18 INCHES. \+C V R T ///---771 9 V % l ! •.d LLL��� 1� /// op° �{ p�� -q' qq''��'�d�fd PL ,L r�L in O r., r•�. ,,. C -l_ i�zlY 02�, °(y4G R 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGEJMUSID E4 CL, EDE r, i a m e `� SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH,. ASTES_NOf2(v(AL NOT o DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFAC 41SGLYAROE (y, U F_ FROM WELLS -0R WATER COURSES IS UNAVAILABLE. SHEET 1 OF 2 /'1 CONTRACTOR MUST CONFIRM LOCATION SEP i'I c` DES/ GN PREPAR E/ len,3u 1� eTOU`�xarnlna TIENT pliance IBURY CONTRACTOR MUST CONFIRM LOCATION OF OF' EXISTING WATER SERVICE PRIOR TO �J TIC v *e EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND rtF �p L ata cjn o a �' Ir�J, -+ 85 COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIMUM 10 FT. SEPARATION /��1/-' �% 9 .�"J'� /% T MAINTAIN A MINIMUM 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICES L G T 115 w / VILLAGE 1 6 A®I R®N�1! cm 'r' `p iF` theBuildingG�a2 t/ BETWEEN THE EXISTING WATER SERVICE AND A LATERALS PROPOSED SANITARY SEWER HOMESTEAD VILLA GE N2MlYork State. PROPOSED SANITARY SEWER LATERALS LATERALS 'Vf NOTE: TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK I SCALE,' 1 = 20 APRIL 18, 2012 MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENVIRONMENTAL DESIGN PARTNERSHIP, LLP THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E MITCHELL P.E. 53, 337 CONSUCTION NOTES: CONSTRUCTION OF ABSORPTION ,FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR ,..1) :.THE SOILMOISTURECONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM. APPROXIMATELY NINE INCHES BETt)W THE .SURFACE CAN EASILY BE ROLLED INTO A: RIBBON. INSTEAD.. OF CRUMBLING, THE EXISTING EXISTING ,. �MOIgTURE-CONTENT IS TOO HIGH FOR I CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MOBILE BILE HOME MUST. BE PRESENT FOR A RIBBON TO BE, FORMED. HOME .I ' '2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE -< EXCAVATED. .THE NATURAL SURFACE SHALL NOT BE .SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR: SIMILARLY DISTURBED, THE SOIL SHALL,BE ALLOWED TO STABILIZE (I.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW PROPOSED CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE I I I I DISTRIBUTION BOX //2 •: DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED ITO PREVENT SOIL PERMEABILITY F I I I I I Z (SEE DETAIL - SHEET 2) '• MOBINF I^, of REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE i I I I I MISALIE. " J MFINAL BGRADEG I I I I :foM- I I I I f • ` s , DEPTH SHALL : 3)i +AETERGA HECK, TRENCH EXCAVATION MAY BEGIN TR NCH DEPT 1 SHALL BE AS Q - �:',i. <. ,II ..w_. O xa �. �... ''_ " x 't ,.. "s""'� .. .. _' ...> "„` �., _ .,: ., '-s, e- LOW-AS:P SSIBL 'BUT O.tLESS r -THAN 18.,lNCHES. ,_,.:TRENCH' ESE SHALL BE DESIGN DEPTH "W'l TH BOTTOMS PRACTICALLYLEVEz.'""`�""''"""':1-''-' Elf >THE I " 14) FOLLOWING EXCAVATION, TRENCH BOTTOMS SHOULD BE GRADED BY,HAND. THE BOTTOMS OF m I I I m w_' j " ' s " " ` kTHE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S. LEVEL TO - M ASSURE THAT :EACH ISPRACTICALLY LEVEL. TRENCH,: BOTTOMS AND SIDEWALLS -SHOULD BE _ I I I I IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN PROPOSED ABSORPTION FIELD ,a!: 4THE TRENCHES5 ... LINES AT 50 FT. 0116 /SLOPE OF %e TO %az INCH PER BOTH LOTSEt5 &CH 5) .:GRAVITY DISTRIBUTOR PIPE'SHALL BE CAREFULLY INSTALLED AA _ ..SERVICE (SEE DETAIL SHEET2) : F )OT PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL GRADES SHALL BE �� M 'K �), I I I I I L L L _L DETERMINED BY AN ENGINEER'S, LEVEL, ,TRANSIT OR CARPENTERS LEVEL'. AN EASY METHOD OF %� ALO MEASURING THE tis INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y4 INCH BLOCK TO ' , r V)� _ ONE END OF A.. STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END .WITH THE BLOCK " LST I7 `-P ( (� LOT 116 LOT 115 LQT I4 -no FAGING.DOWN ON THE DOWNSTREAM TOP OF, THE DISTRIBUTOR'FIFE, A .CARPENTER'S LEVEL .CAN BE ' USEQ TO DETERMINE THE: �6 INCH PER FOOT SLOPE. :A Y8 INCH BLOCK SIMILARLY USED WOULD REgULT IN A 302 INCH PER FOOT SLOPE. ANOTHER METHOD USED RTO ESTABLISH THE GRADE OF f-3 (D DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO 1�Z' _ A BEPTH OF AT LEAST TWO INCHES ABDVE THE TOP OF THE DISTRIBUTOR PIPES. 'ADDITIONAL - RK(On AGOREGA TE MAY BE REQUIRED TO BRING THE TOP OF. THE AGGREGATE TO WITHIN SIX TO 12 INCHES V�� > OF FINAL GRADE TREES L� ` N' PINE PINE T, ,�6) AFTER, THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING PARKING PARKING PARKING I PARKING �-- PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH AREA AREA 1wI AREA i � AREA --�� BAGKFILLED WITH EXCAVATED SOIL IF THE TRENCHES CANNOT,, BE IMMEDIATELY BACKFILLED, THE U.P. aur/ 3 (3 L._�.-_-' TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED _L THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THEON INTO THE AGGREGATE BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATI _0 P. U. L. Lw 135- �a . ORIGINAL 'GROUND LEVEL (l E., NOT �L - p�a,COMPACTED) TO ALLOW .FOR SETTLING FOLLOWINGSETTLEMENT THE ENTIRE AREA SHOULD BE W. S. W. S W S. {�J TTTT E.O.P. Lap. ! flI��ltl ��Y Y{ GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED !WITH GRASS HEAVY EQUIPMENT U j m°� 02 E.O.P. . r;� 1"6��J �,e3 IA SUBSURFACE SEWAGE THESHALL NOT ENTER ABSORPTION SYSTEM/TY AREA HAS BEEN CONSTRUCTEDTHE SED EXPANSION AREA AFTER THE w w f 6, pp�'� wi o &a oo� s w iL, FOP%g vao Z4° rc ALL TIMI ) ANY WATERLINE. WHERELINESMUSTCCROSS, ETHE SWATER SERVICELINESHALL BEEUAT LE SEWER / /''� J� J q / (�'� �y •. � �t i �� 6/ INCkJES ABOVE THE HOUSE SEWER. _ IF A WATER LINE MUST Pf�.`�'.SS WgVq 1EQU I 3 ,�1 ®/ R O \ / ® LI b�S � p � R �6-af E� �i a 3 y�q VERTICAL SEPARATION MUST BE: AT LEAST. 18 INCHES. \+C V R T ///---771 9 V % l ! •.d LLL��� 1� /// op° �{ p�� -q' qq''��'�d�fd PL ,L r�L in O r., r•�. ,,. C -l_ i�zlY 02�, °(y4G R 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGEJMUSID E4 CL, EDE r, i a m e `� SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH,. ASTES_NOf2(v(AL NOT o DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFAC 41SGLYAROE (y, U F_ FROM WELLS -0R WATER COURSES IS UNAVAILABLE. SHEET 1 OF 2 /'1 CONTRACTOR MUST CONFIRM LOCATION SEP i'I c` DES/ GN PREPAR E/ len,3u 1� eTOU`�xarnlna TIENT pliance IBURY CONTRACTOR MUST CONFIRM LOCATION OF OF' EXISTING WATER SERVICE PRIOR TO �J TIC v *e EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND rtF �p L ata cjn o a �' Ir�J, -+ 85 COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIMUM 10 FT. SEPARATION /��1/-' �% 9 .�"J'� /% T MAINTAIN A MINIMUM 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICES L G T 115 w / VILLAGE 1 6 A®I R®N�1! cm 'r' `p iF` theBuildingG�a2 t/ BETWEEN THE EXISTING WATER SERVICE AND A LATERALS PROPOSED SANITARY SEWER HOMESTEAD VILLA GE N2MlYork State. PROPOSED SANITARY SEWER LATERALS LATERALS 'Vf NOTE: TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK I SCALE,' 1 = 20 APRIL 18, 2012 MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENVIRONMENTAL DESIGN PARTNERSHIP, LLP THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E MITCHELL P.E. 53, 337