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1999-456 - • , • • •.• • • ••, • Certificate of • Compliance . • Town of Queensbury Warren County,New York August 2 4 9 9 Date gcy10 1 -- 53 9 9 45 6 This is to certify that wor requested to be done as shown by Permit No. has been completed. SEPTIC SYSTEM This structure may be used as a 3 66 GLEN LAKE RD. Location Owner STAALESEN, jOHN & JUDITH TAX MAP NO. 43 -2-2. . 2. By Order Town Board TO,VVNF.'O 'AtVQUETSB • • ( latA Director of Building& Code Enforcement aimuseasicemiv--- BUILDING PERMIT TOWN OF QUEENSBURY VALUE $ 0 No. . 99456 TAX MAP NO. 43 . -2-1 . 1 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to . STAALESEN, JOHN & JUDITH OWNER of property located at 366 GLEN LAKE RD_ Street,Road or Ave. in the Town of Queensbury,To Construct or place a SEPTTC SYSTEM at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 366 GLEN LAKE ROAD LAKE GEORGE, NEW .YORK.. 12845. . 2. CONTRACTOR or BUILDERS Name PACE .COMMUNI:TIES 3. CONTRACTOR or BUILDERS Address 4. ARCHITECTS Name 5. ARCHITECTS Address 6. TYPE of Construction—(Please indicate by X), i SEPTIC ( I Wood Frame ( ) Masonry ( )Steel ( ) 7. PLANS and Specifications SEPTtt, SYSTEM AS -PER.,PLOT- PLAN. AND.• SPECIFICATIONS 4 BEDROOM, RESIDENCE 8. Proposed Use. SEPTIC SYSTEM . . $ . 25 PERMIT FEE'PAIO—THIS PERMIT EXPIRES July 28 19 2001 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of,Queensbury before the expiration date.) Dated at the Town of Queensbury this ' 28 Day of July tg 1999 SIGNED BY for the Town of Queensbury Building and Zoni Inspector TOI/lt l oF ni 1EE141SBIJR'r P 01/2� 99,4.56 ; , :, 4:3 2:=1' ,1 --. ! ' . STAALESEN, JOHN & JUDITH 3.66 ,GLEN LAKE RD - � pSAL PERMIT SEPTIC•SYSTgE "`� /, 1'o�n� ot`QucensGury - C= i�_ IL, Permit Noj^ q(1-4- d 4'° Dept_ of Community Development .' ' ✓,(� Building &Codes Officeii4d44 t ( •l 8' lee Paid c''r6(T` 74'2 $a.• Road p✓ Qutensbury; NY 12804 v_ - S, a / n Z,oca tloii of property for installation: ec ®. C ( J P, F'roperty.Owner's Name: Oes-i 4rAhL`r sir:.4 . `-. J Property Owner's Mailing Address: . C°�LE 1U 1.JIrl:E '_p LU&• 4 Ea I2.895 Installer's NrunerP ,h 11J it M. .1 C0 i t �S. Phone # 3 S 3. 6 G 1 1 Number of bedrooms (if resident7al):. Total da•ly flow: 5J� . (residential - computep Q 150 gal./bdrrn.) T opog aphy: ✓ flat, _„rolling, steep slope % of slope • Soil Nature: ✓ sand, • loam, • � • Clay; other /depth: 1 Ground water: at what depth?.°._ feet / Bedrock or Impervious Material: at what depth'? feet Percol,�tion test:- -- not required, 11 required :(rate • ! mm per inch) . Domestic water supply: municipal, ✓. well _ — other. — If domestic water supply is'a WELL, water supply froth any septic absorption is rl. r. feet. • PROPOSED SYSTEM • • Septic tank:I 15, gallon (minimum size: 1,000 gal..) Tile field: each trench 66- • feet I Total system.length: 2 6° . feet Seepage pit(s); number of / ,size each: _ __ ft.by , ft. Size of stone to be used: #V 1I4 r p m / dep. or thicless I1-'1 feet - H OLDING TANK SYSTEM:. (if"required) Number of tanks: - , Size:of each: ' _ gallons CAlerw system awl associated.etectrical'':v.orc to1be inspected •d by a cettxl5� may For your protection, please note that puasuatat to Section 136-29 of the Code of the Town of Qoeeasbaty, any permit yr u 1arelisace pon any'material n�iampreaeot cnt or failure to make a approval � �which la�ed'up?o or is gtaa;ed ; shall,be void: Material fact or cizetunstanee known by.or on behalf of 4as.epplt�t, . I have read the regulations with ratPet to a libation and to abide by tbeee trod all requirements ems of the Town o£ . • Qiree^zisbury Sanitary Sewage Disposal _ Signature of responsible person: . Date: ."7/�(v g9 a te_e.,..Q''e_l'1.. L!AQ IM'_l_l AO" Akr"l'J._l'AI I' 'AIM,'"_l'J_tQ AiVil M'A11k•_l' l' tl J_.. J.._l J__l J__•_l J_.24�_hellJ__l'e_l'J__l'J_.._l .._l'J_,_1 .. .e ,11?Q'. .12 J_N,_•egJ_• J_� .._l''/, i! Ii .41 4C2s789 THE NEW YORK BOARD OF FIRE UNDERWRITERS ?SAGE" ' IA '-2c; Sfii'Zif'a E?Y' (�?3 BUREAU OF ELECTRICITY r �' ' 1�1 9J 1NASHINGTON AVE. SUITE 704, ALBANY NY 12210 ..lb 7 O rag���a A �� 971 Ii ,<!.3 'r Date Application No. on file �) / to 'p THIS CERTIFIES THAT / /G" y S t. ! only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of i JO it" STAALP,SEN. 36 GLEN LAKE' RD. , QUEENSEURY', NY' IA ' OUT '� iv, in the following location; ❑ Basement El 1st FL III 2nd FL Section Block Lot ; was examined on CtL� 152' � ' i�9 and found to be in compliance with the National Electrical Code. ,A, _i Ir FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS T =4 OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. ,} lb DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS } ', AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. ma H.P. NO.OFSYSTEnFEET AMT. WATTS ' Wi■■■.■.�- ■■■■�.■_■ IV• ' SERVICE DISCONNECT - NO.OF — -- --- -- - -- - -S- --- E- .--- R--- -V -- I- - - C• - E---- - --- y METER =�' AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W NO.OF CC COND. VIAND. O NO.OF HI-LEG A.W.G. NO.OF NEUTRALS A.W.G. '1 -(� PER 0 OF CC.COND. OF HI-LEG OF NEUTRAL Iy-. ill �■- I■■___—_ it• 1i OTHER APPARATUS: 4 6 MOTOORS:r'-1.5 H.P. ,N =I IY =G iY !C' I =(I rY ?C' y! • 'Q IA �I - ; r I --:CI F 4e�/ F• -a rr '�I a om .! =-1:=' • , I�= =•4 EOREVER ELEC,BOEL ET, 'CT. •..•.ram i••••y L 'am ( L 2 IY' z< WILL a D. !tG'PARTLOFT �✓':r+4•ALKs?rp,--1� �wz } 2446 J.AE'FREY ST. •`-''1 ;'�,-7\'.." t- GENERAL MANAGER '-<1 SCHENECTADY, NY, 12a 09 . I t .7, Y I' .... 1.39 , 'Ai -=11 -- r' - '�-- k- = Per '4�i ii This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. Ni 'A;Tie. �YY YY0-YY Y,Y•T,Vr4iYYiYYe,YiYY�YY�YY..YYWriYiYYiYYieYYWYYiYY-•Y4YYiYYeY4YYe.Yiit47a7•YY.1764-11 r.4TY.aYYEYY�YYiYY�YY�Y4YY�Y4YY�Y4YYe.Y•Y5ie. (:(1PV FOR RI III rump. f1FPARTMFNT TI-IIR (.OPV OF (.FRTIFIr.ATF MI IRT NOT RP Al TPRFfT IN ANY MANNER 91fr- GENERAL IN.`'EC'TION REPORT (518 ) 761-8256 Town of Queensbury >/ /fin Dept.of Community Development Date insp:tion request received: /! '/_77 Building& Code Enforcement 742 it ay Road Queensbury, NY 12804 Arrive Wait ;.part Inspector's Init. NAME: P RMIT# Q ` (: ‘ LOCATION: ( ( (td � : TYPE OF STRU TURF: REC CK ��� N/A YES1lO COMMENTS o74/fie Footin:,ri(�1�� ..4 _1 [_A(s j' • ` I v I I Monolithic Pour Fo- 1 1� j UI Reinforcement in "lace (/� The contractor s respoi sible for providing protection from freezing for 48 hours fo lowin, the placement of the`, oncrete. Materials fo .urposc on site _ Foundation/Wall'our Reinforcement in 'lace Foundation/Dam•;.roofing Backfill Approval Plumbing Under `.lab Plumbing Vent nts in Place Rough Plumbing Heating Rough-I Insulation Foundation ails Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping V TOWN OF UEENSBURY Till.(4) BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 q2C. (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location T3 U0 G---teAeNlatKe.0 Date - 9 —1 'Permit # 06- u 5(P SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYS EM: ABSORPTION IELD: Total Length Length of ea,h trench Depth of trenhes Size of stone \ SEEPAGE PITS: Number-_ Size - ft. x ft. Stone size - PIPING: \ Size Type Bldg. to Tank \ _ Tank to Dist. Box Dist. Box to Field/'it\ Openings Sealed? Yes No Partial LOCATION/SEPARATI S: Foundation to Ta feet Foundation to A.sorp ti on \ feet Separation of P is \ feet Conforms as p Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rea - Left Side - Right Side Middle Fron - Middle Rear COMMENTS: Fi/0_4_ C_c-4.—c_ . 8/Z_//91 4/e6 SYSTEM USE APPROVED: YES NO Arrived: Departed: ,j Y Building Inspector /. TOWN OF QUEENSBURY ' s BUILDING & CODE ENFORCEMENT / 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION 1 Name J �1 -e ./v, �� Location f Date A _ �. Permit # — \ l 9J SOIL TYPE. Sand-loam-Clay- Results of Percolatio• est- (if applicable) Ra --Minite/Inch TYPE OF SYSTEM: ABSORPTION FIELD- Total ength Length .f each ench Depth o' trenc s Size of s vie SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to ank Pp y b � Tank to ! ' .. Box e/ cz PPu4) D-4-st- B x to Field/P " +Y Openings Sealed? No Parti 1 LOCATION/SEPARATION' Foundation to Tank 0 feet Foundation to Absorption ------,feet feet Separation of Pits Conforms as per Plot Plan 41No LOCATION OF SYSTEM ON PROPER' (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Re r COMMENTS: g � F (-VO1 ( fP .i'fiL:< e PbUV\P 0 ,10,106 SYSTEM USE APPROVED: YES (;;) Arrived:r Departed.: Building Inspector „ td5L TOWN OF QUEENSBURY eh BUILDING SiCODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name 2; ('.t 1 62,,,_ -SbCr Location Sc, . ,,,,, . ,Ip \ Date �7 Permit # dik S(p SOIL TYPE• It-Loam-CIay- Results of P•rcolation Test- (if applicab e) Rate-Minute/Inch TYPE OF SYST,PI: ABSORPTION F LD: Total Lin g ( .0 Length of eaci trench (p Depth of trenc es Size of stone. )4,- SEEPAGE PITS: umber- Size - 't. x ft. Stone size PIPING: Size Type Bldg. to Tank , ei /As L4<_,-- _ Tank to Dist. Box Gi ” ti Dist. Box to Field/'it `` Openings Sealed? jeg-- No Par ial LOCATION/SEPARATION: Foundation to Tank -et Foundation to Absorpti ° feet Separation of Pits '�� et Conforms as per P1 of P1 a. 0No LOCATION OF SYSTEM I PRi'ERTY. (circle one) Front - Rear - -ft Side - Right Side Middle Front iddle ear 16LD ©et.,�,i COMMENTS: Vera,era, - 4146- , Z-rentGT/o' OV• 7 SYSTEM USE APPROVED: YES NO Arrived: Departed: -A 4r-e7 Building Inspector a — i 1 11 ,Wf ila — STORM RUN -OFF ---- CONTAINMENT AREA (TEMPORARY) ST. MARY'S BAY BENCH MARK POINT ON CONCRETE DECK ELEV.=100.65 WATER ELEV.=100.00 9�0 tiC rn m rkj N O 7 L t a a, Y co —1 a) - V) n) cu In i L0 co U 4 e70 HAY BALE DIKE & SILT FENCE AT OVERFLOW OF CONTAINMENT AREA 1 20'-O' TAX MAP NO. 43-2-1.1 DATUM -ASSUMED 100' WATER ELEV. GRAPHIC SCALE 10 20 40 (ERrW) I inch - 20 it. SUBJECT TO THE RIGHTS OF THE PUBLIC FOR THE USE OF GLEN LAKE ROAD so 99456 43.-2-1.1 STAALESEN, JOHN & JUDITH 366 GLEN LAKE RD. SEPTIC SYSTEK NEW CRUSHED STONE DRIVEWAY WITH PARKING AREA FOR 5 VEHICLES FORCE M AIN LANDS N/F OF RICHARD SPADANO 1061/314 APPROX. SEPTIC AREA CRUSHED STONE EAVE TRENCH TOPSOIL FILTER FABRIC COMPACTED BACKFILL EAVE TRENCH TO BE CONTINUOUS AT ALL EAVE LINES NEW do EXISTING INTERCONNECT ENDS OF ALL LATERALS 153'f TO EAST SHORE OF ST. MARYS BAY 151't TO NORTH SHORE OF GLEN LAKE 1'-0" MIN. IW bAIMtT KW tLAJNU T O �\ eV LD NG UFE��SQ � \ND n,. URY TEMPORARY STORM WATER CONTAINMENT SWALE SECTION NTS 2'-0" MIN. do 12" BEYOND DRIP LINE EDGE OF BLDG. FOUNDATION TYPICAL EAVE TRENCH DETAIL N TS ro VIC 1, j 1' • Y S.. •� ad y1�--;yn,,Ml'J'aJ`Sl re [:�tK .y i, P,.;ry: �.. :��� ♦�.r '�'��, � e ��.;' ' i t .I' •x� r "'SW •if h � 'fit III �r '•�? > Jy f« +a�f :4yf .il � i i � yA l t 4 GLEN LANE r fill a f r' U 4a ma's, -,' .-. � • t. �C '�, it, r ':44 _ c �,� Ra Ind Do w d 4' r-t. lidkfiM•rk C `' • Par*1� w LOCATION MAP N.T.S. LEGEND OTEST PIT LOC. IS WELL . 102&3 EXISTING SPOT BENCH MARK ELEVATION crb UTILITY POLE •103.5 PROPOSED SPOT ELEVATION EXISTING DRIVEWAY NEW DRIVEWAY ------- ---------- --- SEWAGE DISPOSAL SYSTEM _. _.._.._..-._.._ PROPERTY LINE -----•-•-•- - - - SETBACK LINE EXISTING CONTOUR LINE ---------------- PROPOSED CONTOUR LINE ---UG------ PROPOSED UNDERGROUND UTILITIES UTILITY EXISTING OVERHEAD UTIUTIES PROPOSED INFILTRATOR TRENCH !�MI MAY BALE DIKE - SIT BARRIER SILT FENCE r LOCATION OF EAVE TRENCH SI TE DATA EXISTING GROSS AREA 35,137 SF 100.00X BUILDINGS 870.3 SF 2,48X EXIST VAMP 616.5 SF 1, 75% EXIST WELL HOUSE 34.0 SF 0.10% EXIST BUNKHOUSE 219.8 SF 0.63% WALKS (CONCRETE) 676.7 SF 1.93X DRIVEWAY (GRAVEL) 3237.9 SF 9.22X GREEN SPACE 30,3511 SF 86.38x ZONING WR-1 A SI TE DATA PROPOSED GROSS AREA 35,137 SF 1 OO.00X BUILDINGS (TOTAL) 4647.1 SF 13.23x LIVING SPACE 2786.9 SF 7.49% PORCHES 496.0 SF 1.65% GARAGE 893.9 SF 2.54% STORAGE 436.3 SF 1.45% EXIST WELL HOUSE 34.0 SF 0.10% WALKS & PATIOS (CONCRETE) 1332.1 SF 3.79X DRIVEWAY 3335.8 SF 9.49% Pal (CRSH. STONE) GREEN SPACE 25916.7 SF 73.49X ZONING WR-1 A ZONING AREA REQUIREMENTS LOT SIZE MINIMUM 1 ACRE G PROPOSED 0.8 ACRE (+) 0.8 ACRE (+) FRONTAGE 150 FT. 291 FT. 291 FT. FRONT SETBACK 30 FT. 132t FT. 77.5t FT. REAR YARD 25 FT. N/A N/A SIDE YARD 25 FT. 81 t FT. 26.5 FT. SHORELINE 50 FT. 10 FT. 50f FT. (�*) SHORELINE 50 FT. 16f FT. 38f FT. («•) PERMEABILITY 65X 87% 73.5X BUILDING HEIGHT 28 FT. 15 FT. ±24 FT. FLOOR AREA RATIO 22X 2.48X 12.71 X PARKING 2 SPACES 2 SPACES 11 SPACES •) - AREA IS CALCULATED TO R.O.W. NOT PROPERTY LINE AT GLEN LAKE ROAD SHORELINE SET BACK OF ADDITION AT CLOSEST POINT 3 If-aSS1ED FOR R ASC 17 J* 1999 BOARD REVIEW 2 RE -We FOR ZONING 24 YAr 1%9 BOARD REVIEW 1 RE-ISS 8 FOR ZONING JO APR. 1999 BOARD REVIEW 0 ISSUED FOR ZONING 31 W. ft & fAWOW BOARD RE No. DESCRIPTION DATE REVISIONS WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBUSHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. V � �" > • �-.-� c) (W � CIO > O <UCIO 00 CIO CAD FILE NAME ACAD\STAALESEN\SP-4 SCALE 1 "=20,-0" DRAWN BY ETRAN P. HALL DRAWING TITLE SITE PLAN DRAWING No. SP-1 U BENCH MARK POINT ON CONCRETE DECK ELEV.=100.65 WATER ELEV.-100.00 — -- S83- 3 30»E s'wrE 6 Ie" POPLAR - \ e• As» •�.� � i / 61 ATHEY ROD FOUND i \ � ? S• w PINE PROP ADDITION tk4x \ \ Nlrb i METAL FENCE i APPROX. i� SEPTIC AREA i r MAPLE i r / CIQ6 / SITE PLAN — EXISTING 10=20'-0" TAX MAP NO. 43-2-1.1 ® Pp4pBLE 1E1i LANDS OF RICHARD SPADARO 1061/314 WAINtT KW FIRJNL) = IRON PIPE FOUND I.R.F. — IRON ROD FOUND 0. - BENCH MARK M.) = UTILITY POLE 20 GRAPHIC SCALE m ,0 cIN FM > i inch = 20 ft. 3 RE-ISSB FOR MAW BOARD REVIEW 17 Jilt 1999 2 RE —ISSUED FOR ZONING BOARD REVIEW 14 MAY 1999 1 RE —ISSUED FOR ZONING BOARD REVIEW 30 APR. 1999 0 ISSUED FOR ZONING k PLANNING BOARD REVIEW 31 MAR. 1499 Not DESCRIPTION DATE REVISIONS 00 v� rn r ; W W W Zi-Q U Z Q V) F— U Zoo W `J" F-- U. a 0 '0 JF 00 N c W U F ir ' LL N o �5 a U Q } O c W F5 z a O �Si YO a, w3 <WF_ CO CO L = 00 oo f i r U+�+ �N 0000 aim �a ao �n�n' '-"C� U - c 20 'p ~ Q OF cL ^ U x Q'W <Dtn >L�W WORK IS TO BE AS SHOWN do NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. . 4 V s~ O v1 0 C cu CL CTJ 00 CIO co � V L O CAD RLE NAME ACAD\STAALESEN\SP-5 SCALE 1 *-20'-00 DRAWN BY DRAWING TITLE EXISTING SITE PLAN DRAWING No. SP-2 APPROXIMATE FINISH GRADE to . 3" uQLAD Lm MIN. SLOPE - 1 /4" PER FOOT SEPTIC TANK INLET do OUTLET BY FORT MILLER OR BAFFLES EQUAL ova moo M co J MINIMUM 2x WIDTH MAXIMUM 4x WIDTH PROVIDE 3" SAND OR PEA GRAVEL UNDER TANK 12" MAX. 2" MIN. 6"F 2" MIN. cn 0) CD Q N v 0 N O 4 U- cm m CL co cu .X J LO cu to cu c!7 a RECOMMEND ALL ACCESS & CFANOUT WDM BE RAISED TO 6" 8ELOW FINSH GRADE. MIN. SLOPE 1/8" PER FOOT SEPTIC TANK N.T.S. 1. ALL UNITS SHALL COMPLY MATH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. BARRIER MATERIAL ... ILI Pt, ILI I SLOPE Boa \--4" PERFORATED PVC LATERAL, SLOPE 1 /16"-1 /32" PER FT. NOTES* 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ABSORPTION TRENCH N.T.S. v N.T.S. 2'-0" 4'-0" OVERFILL TO ALLOW FOR SETTLEMENT 0 It TO PUMP STATION 6" MIN. SUBMERSIBLE EFFLUENT PUMPS FROM SEPTIC ----- TANK 1� 4'-0" I.D. PRECAST CONCRETE MANHOLE WITH INTEGRAL BASE AND FLAT SLAB TOP. AS MANUFACTURED BY FORT MILLER OR EQU I VALEN T LIGHT DUTY M.H. FRAME do COVER 30"0 MIN. ELECTRICAL JUNCTION BOX ju 1 MERCURY FLOAT SWITCH WITH WEIGHT (TYP.) (NO LADDER RUNGS) T N FILTER FABRIC #2 CRUSHED STONE 18"0 PERFORATED PIPE 2'-0" 15% MAXIMUM CROSS SLOPE ON SLOPED SITES Z 6'-0' , t N MAXIMUM SEASONAL HIGH - GROUNDWATER ELEVATION ON TRENCH SECTION UNTREATED BUILDING PAPER, OR GEOTEXTILE. 4" PERFORATED LATERAL 3/4" TO 1 1 /2" CRUSHED STONE GRADE 2" DIA. PIPE CONCRETE TO BE TROWEL FINISHED PUMP STA 10 N.T.S. 1. PUMPS TO BE EFFLUENT PUMPS RATED AT A MINIMUM OF 20GPM AT 20 FEET TOTAL DYNAMIC HEAD. PUMPS TO BE 1 /3 HP GOULDS MODEL 3885 WE03L OR EQUAL. 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. DUPLEX CONTROLLER TO AUTOMATICALLY ALTERNATE BETWEEN PUMPS. AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED WHEN LAG PUMP TURNS ON. 3. CONTROLS AND ALARMS TO BE LOCATED IN GARAGE. 4. PUMP STATION TO BE SET ON 6" MIN. OF CRUSHED STONE OR AS NECESSARY TO ACHIEVE A STABLE FOUNDATION OVERLAP EDGES 0 N 12"x12" SQUAF WITH 6" UNIVEi CONNECTED TC BASIN (NDS 1 i 101 or 201) CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS FV�ED RECOMMENDED. INLET BAFFLE 12" MIN. COVER OVER ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL s ff 0 L71 INSTALLATION OF _ DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE NTH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED / N2 '\-ALL OUTLET INVERTS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN TO BE SET AT SMEARED SECTIONS OF TRENCH. PEA EXACTLY THE SAME 2" FORCE MAIN GRAVEL ELEVATION. 4. PLACEMENT OF THE INFILTRATOR UNITS SHALL BE AS SHOWN. SLOPE TO DRAIN (USE OF SPEED LEVELERS THE UNITS SHOULD BE LAID AT THE GRADES AND TO THE BACK TO PUMP STATION ENCOURAGED) RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. DISTRIBUTION p �/ F3 0 X 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL N.T.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY REDUCER INFILTRATION TRENCH DETAILS NTS SWALE BALED HAY OR STRAW o� o� VARIES AS SHOWN 3 ON DWG. OR AS DIRECTED BY o ENGINEER o� o� TYPE "A" FOR CHANNEL FLOW PLAN E2) 2"x2"x3' ST" ACH BALE /- GR IG FLOW TYPE FOR SHEET FLAW _'MBEDMENT DEPTH (TYP.) FROM THE DISPOSAL FIELD. 6. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 7. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 8. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. EROSION CONTROL DURING CONSTRUCTION 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM SWALES AND DITCHES. 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU OF STAKES TO STABILIZE BALE -TYPE SEDIMENT TRAPS. 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. 5. ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASONABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING ATED OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND TRATION TRENCH UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE. ALL SEEDING SHALL ALSO BE IMMEDIATELY _ MULCHED. 8. SEQUENCE OF CONSTRUCTION 1. CONSTRUCT TEMPORARY CONTAINMENT ' 2. ROUGH GRADE SITE 3. CONSTRUCT FOUNDATIONS 4. CONSTRUCT PERMANENT STORM DRAINAGE i 9. THE CONTRACTOR MALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN -� EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. SEPTIC SYSTEM DESIGN DESIGN FLOW -NEW 4 BEDROOM HOUSE WITH NEW STANDARD WATER SAVING FIXTURES - 520 GAL/DAY SEPTIC TANK - 1,250 GALLON TANK REQUIRED ABSORPTION FIELD -5 MINUTE, 30 SECOND PERC. RATE - 1.0 GAL/DAY/SQ.FT. 520 GAL/DAY DIVIDED BY 1.0 GAL/DAY/SQ. FT. = 520 SO. FT. REQ'D. -USE 4 - 65 FT. LONG LATERALS = 520 SQ.FT. PUMP STATION -USE DUPLEX PUMP STATION TO ALTERNATELY DOSE ABSORPTION FIELDS. -MIN. PUMP RATE = 20 GAL./MIN. (ESTIMATED MAX. INSTANTANEOUS WATER USE RATE. -TOTAL DYNAMIC PUMP HEAD - 20 FEET - USE GOULDS MODEL 3885 WE03L SEWAGE EFFLUENT PUMPS WITH ALTERNATING DUPLEX CONTROL PACKAGE. - INSTALL PUMPS IN 4'0 PUMP PIT AND SET ON/OFF CYCLE = TO VOLUME OF PIPE IN ONE ABSORPTION FILED = 172 GALLONS = 2.0' DRAWDOWN IN 4'0 PIT. SOILS DATA 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND TEST PIT 27 MAY 1998 SILT STOP TEST PIT jj EMBED IN GROUND 0-4" TOP SOIL 8" MIN. 4-72" BROWN SAND, MEDIUM (PROBABLY FILL), LARGE STONES __ --SOIL BACKFILL 3 PERSPECTIVE 72-90" ORGANIC MATERIAL 90-96" SAND & BOULDERS WATER AT 54" (ELEV. 101'-6"), TREE LIMBS AND ROOTS ABOUT 4'-0" BELOW GRADE TEST PIT 02 0-72" BEACH SAND COARSE WATER AT 55" (ELEV. 98'-11 "xSAND SATURATED) 36" FENCE POST PERC TEST AT 18" DEEP (ADJACENT TO TEST PIT #1) BROWN SAND SOME STONES SILT STOP EMBED IN GROUND PRESOAK 8" MIN. 2,-W" UNDISTURBED GROUND 4'-55" 4 -35 4'-50" 5'-10" 5'-20" 5' - 0 0 RE -ISSUED FOR RAW BOARD REVIEW 11 AK 1!!19 No. DESCRIPTION DATE REVISIONS 00 rn } O V) ; Nam} W Z__a _=Z a -W ui ~ Z58 W a=N H u-6� y o 3 a JP V W c 0 N .. c w U r X_Q Q�(V 3a Z ...0:- 0 �"'a Q',Go P�� V J < a 00 00 2 5� a Z 0 (n OD 00 'v a 2 pC �a ao 7)i; =)'-^�� c o o� •• v No u o_ 'ovE m Li co in > � w WORK IS TO BE AS SHOWN 8t NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBUSHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. U °o �../ 10 r 1 CIcn � " cz cd ^V (u CTJ <u V1 r 4 aj cu cd 4-d co � V L O CAD FILE NAME ACAD\STAALESE N\SP-3 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE DETAILS AND NOTES DRAWING No. SP--3