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46248 - POIRIER - ISLAND VIEW DR RIVERSIDE DR SUBDIVISION - FINAL APP. (2) Z C) CC) J caCo o Q m (nt= zCn C- > z o � '¢ U '> W g p a- W m > J � W Lv EL i� o N_ V L � � .. K� � z 03 w Z IG AY DEPARTMENT APPROVAL y N a a N N ¢ z oN &��z iia=N�oz FY4p—i N71H Yy 0 O C O a Z O z�Z to ' Q��• ~�m W Q J Q Q y�Z N wpm �o�'Ui ao��woSo �n.g30ae�t_nPi�z��w� ¢ow' Edi F-.- a� s5z SITE d+ co co CC 0 -4W .4 W W c c >4 0 z z W z WATER DEPARTMENT APPROVAL z Cr ac w � w z C w w Z a o z 0 � W z co W Zx � x PLANNING BOARD APPROVAL � E z to Approved Under Authority of a Resolution Adopted ---__—_____ 2017 LIST OF DRA W INGS by the Planning Board of the Town of Queensbury, New York. COVER SHEET Chairman4-1 Date Signed ----------- 2017 S- 1 SUBDIVISION PLAN 1 g 1/ O S- 2 GRADING & DRAINAGE PLAN A E- S-3 S-3 SEPTIC SYSTEM DETAILS W � W S-4 DETAILS S-5 SWPPP A iNWN�I W W Fil A W 1�0 ® O THIS SUBDIVISION WAS PREPARED a UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND WAS MADE FROM A A FIELD SURVEY. TOTAL AREA OF SLOPES a W THIS PLAN IS CONSISTENT WITH THE ZONING OVER Zoi = OWNER /APPLICANT A 968,531.6 sq. t7 3.87 acres ORDINANCE OF THE TOWN OF QUEENSBURY, Paul Poirier- 2635 Rue Sandmore,Quebec, Canada, J7T--281 � PROPOSED IRON ROD MARKERS TO BE SET AT EACH LOT CORNER OR CHANGE OF DIRECTION. ZONING INFORMATION DENSITY CALCULATION INDIVIDUAL LOT GRADING SHALL CONFORM TO WR — WATERFRONT RESIDENTIAL WR- TOTAL 18.5 ACRES Date JUNE 15, 2010 SECTION A183-25 OF THE SUBDIVISION MINIMUM LOT WIDTH: 150' LESS 3.87 ACRES OVER 20% SLOPE OR WATER BODY scale 1'`4W REGULATIONS OF THE TOWN OF QUEENSBURY LESS 0.53 ACRES SHARED DRIVEWAY SETBACKS: WR- USABLE ACRES = 14.10 ACRES = 7LOTS PROPERTY IS LOCATED WITHIN FRONT: 30 FEET THE QUEENSBURY SCHOOL DISTRICT THE DEVELOPER SHALL FURNISH EACH PURCHASER and COVER OF A LOT WITH A COPY OF THE APPROVED SIDE; 25 FEET SHORE. 50 FEET 4 LOTS TOTAL PROPOSED THE WEST. GLENS FALLS SUBDIVISION PLAT. REAR: 30 FEET FIRE PROTECTION DISTRICT SHEET 1 OF 6 POI RI ER SURVEY NO. 880415U6 MAP REFERENCE o SOIL TESTING U7 O O MAP OF A SURVEY MADE FOR INFORMATION j cn cn p GLENS FALLS NATIONAL BANK& TRUST Co, TP#1 TP#4 �� C7 0::m CL BY. VAN DUSEN 81 STEVES 0 - 8 INCHES: TOPSOIL 0 - 10 INCHES: TOPSOIL DATED:MAY 9, 1988 B - 20 INCHES: LOAMY MEDIUM COARSE SAND 10 - 20 INCHES: MEDIUM FINE SANDW/ VARVED MEDIUM COARSE SAND IPFW > U LAST REVISED:SEPTEMBER 19, 1988 20 - 82 INCHES: MEDIUM COARSE SAND 20 - 44 INCHES: COARSE SAND ate. Q Q o ROOTS TO 82 INCHES, NO MOTTLING OR GROUNDWATER OBSERVED GROUNDWATER AT 53 INCHES, NO MOTTLING OBSERVED 360 ' -18 -is RATE: OMINUTES, 27 SECONDS PER INCH PERCULATION RATE: 12 MINUTES, 39 SECONDS PER INCH ATA DEPTH 12INCHES TP#2 TP#5 : W 0 - 8 INCHES: TOPSOIL 0 - 8 INCHES: TOPSOIL - LEGEND: 8 - 25 INCHES: LOAMY MEDIUM COARSE SAND 8 - 15 INCHES: MEDIUM FINE SAND 350 �3 W W 25 - 52 INCHES: MEDIUM FINE SAND SLIGHTLY COMPACT 15 - 36 INCHES: COARSE SAND ® IPF=IRON PIPE FOUND �2 � 52 - 65 INCHES: MEDIUM COARSE SAND GROUNDWATER AT 36 INCHES, NO MOTTLING OBSERVED. 350 ®IRF=IRON PIPE FOUND Z MOTTLING AT 44 dNCHES, GROUNDWATER AT 65 INCHES PERCOLATION RATE: 6 MINUTES, 11 SECONDS PER INCH ATA DEPTH OF 12 INCHES ® = WELL __ PERCOLATION RATE: 1 MINUTES, 01 SECONDS PER INCH 340 co-, = UTILITY POLE TP#6 TP#3 0 - 10 INCHES: TOPSOIL - " 340 LANDS N/F OF -4 = GUY POLE N 0 - 12 INCHES: TOPSOIL 10 - 24 INCHES: LOAMY MEDIUM FINE SAND11 - B, Q 12 - 28 INCHES: LOAMY MEDIUM FINE SAND, SLIGHTLY COMPACT 24 - 30 INCHES: MEDIUM FINE SAND - �11111 ELMORE ® = TEST PlT LOCATION LANDS N/F OF 28 - 53 INCHES: COARSE SAND 30 - 44 INCHES: MEDIUM COARSE SAND ..... ...-_ .� N cO BATEASE GROUNDWATER AT 53 INCHES, NO MOTTLING OBSERVED GROUNDWATER AT 44 INCHES, MOTTLING AT 40 INCHES. -- -- 330 PERCOLATION RATE: i MINUTES, 18 SECONDS PER INCH PERCULATION RATE: 2 MINUTES, 51 SECONDS PER INCH AT A DEPTH OF 12 INCHES _ N ti Z SOIL TESTS PERFORMED BY NACE ENGINEERING, P.C. ON 32 320 +' s^ `' a�'� _ �y ` (_ -11111�111 APRIL 22, 20f0 AND MAY 3, 20f0. ... _ `\ - �. ,. a .. - ° �� ........ __ „u ,..H., -.. \ & 4s Vit , xz't'r,� \\ v v O --, a a _ '• i - A' 11 1, LANDS N/F OF °N ��\\ �.„a k ,' C3 SLOPES OVER 20% o'CONNOR `Oh ��- . a .. :=��, ' �' (TYPICAL) 06,\ G� °� } (- _ 45 14 1-1 S�,\ �-Vil � s \,\ ki �": &kms t a�I�: O O '� \ m O' \ \ v1 4 F-� / t LOT 4 \ o TP G��� n 9 t ^ 320 409990.2 S Fee 9.4 Acres \\ 8s° �'2S 4��'" /�'—'�'" �, I/"" . . I \� 3 ;' Oo 11 I , p0 F TP \ M--1 E...� Q , , 1b "2 6 / O i r r / ; O /ii , / _.-�._._....v rc a $_ m ..; ... .€ ,...-s / - ,ylf . . T �`",, r . - .., �. • p , , \ •, Eo€ Wim' y�,po , s _- � / �o so m a $a ' _ .___ v I F ,; I v .11 q z•�11 ,._ - ,, , / , F wzoo^-a Fo r \. w° KINS b e a :ffi N I 1� ' S LANDSN/FDF ; LOT 1 / °N :� \ ;' , a�°w€�� LL��g /F O / O� c� \ Fa$ gc�oW�' a'� F p w y m SEELEY ' 213504.5 Sq. Fee t % I/ PFOP05ED m a,o�g y F v y 8 w // 4.9 Acres / N8 ° / ��� uSE _ A� _.,-"'IR' 8 m o o : � I 11 Q pQ - 1� 11 _ 11 : , I 11 �O� \ o 5 cS`. TP dl O o dl O F . _.. _ 5 , #3 QQ C� Cit / ® Q 1� , .� , 5 �. :� 1 ,' r. / // LANDS N F OF O O r' • \ ® i k w $4 ' ' , � o NIAGARA WK o H i" M011A 1\ 0 ' \F/%/ #I LOT Z \, / € ,._ ( POWER CORPORATION >4 pr y� �' ' V � / ' .� /' /' �O a 1 a) 0 I / r',, ,� ,89981.4 Sq. Feet Qo��;L 310 W z W z / �� 2, 1 Acres e r -.„ , A / ', O ' Iii / \, , it i o �f: r _ r 1 rn m W i / , /i � � �-� q r� \, r.i:f. / J/ \ C i �' D DRIVE O� r /�'r ED 511AR y r rr r ' € ` ROP a , tv GD .'' /, / / / GD v \, 05 r d P O , ,., € In 0 , ' 1 ;/ , , _ , cNr : . �-_.,. i M f ° i f EASEMENT T e - w v v�..., -: -.. S EN m /. / ,' �n v co/ �/ (� 11 � V1 r -. 7/ f r A IPF o� #2 s w ... r: <t V t4 i p� , 96 LOT 3 ./ 1---1 • 91 60. i= J Cl) oPoseD p 9 0 Sq. Feet ,'� 5 W v M Z ) � '"�: �5 2• o - Id b --' n se 1v �._ 2. 1 Acres W 0 w 9 °Q� r1- `� c0 of O O 'rh I ,,, .. \ 'f N \ 3 i� O �,: �'' 1 ; I g ;; ;, m I , ,, I c�`3 EASEMENT TO �, , v .._ ter... . , t M � n/ � w '� O _ i Q 4f 06 \ c '. INTERNATIONAL PAPER Co. >; O % '/ f,',;;' , U �r ( .;` PROPOSED I ;. .��7 ' �,....- ry� HOUSE i' ; r , ,,. PF -AS PER,REFERENCE ,F h \;/ �' �-' �i x x 1. eco A 5G % f o� o, INV '25G 40 \\ \.... CSC �j m w.�, %\/' 300 w `,.. %� ` ` �, m N46°34'50"W o r j 111 �, - 50.81 o M: NV=28 3' �y i % \\ 3 O ISLAND VIEW DRIVE j , m / : \ A , i aR PRIVATE \ _\ _.. ( ) , ,a. , r LANDS F F , N/ O i:/ - y / .__: , i / . Sr�q�, a� i r GOOK , \11,1,1„ _... r \ ; z IL , \ �.. _- LANDS N F OF ::) ,. < �... �. _..,....'. _ , ' Cr4-4 / 200_, .-,, \\` 0 , __.... c I 0,,.. _ .�..,..__. - it1. << M GU RE 0Cn _.. 2 1�1 \ _ = 0 . . ✓ �_ ` EX E \ < ... / O ,. .,. ,: .-X- ....,..,.i WiTtiid!SJ�O t11G. WAT r.. a 3 „ OO ._.W�_ __ O ��ARK UD GON RIVER O r < M-1 E _. CI _.. ...._._.- _._ o ., o.. __._.. / 1 ._ .. �..- _. __ ... ,. o .4 .__... -.� 211 56 _ .; _- ..__ -- w.:: o _ _... s o0 _...__._- ..._. _ G T� ;i !"� __.. _...,_ ,_ n, S55 0 W -, - 2 _. ._.._.,_ _.... _ 9 _. �m �" S35 2�S X Q r Cn .:.m ..._......-. p // „ /, �..,_....� _ r (([z��� 11 803'± ALONG THE SHORE ` Q '�\ A .. `\ / / �0 NOTES: \ / o� pq 1.DEEDED 25'WIDE CROSS EASEMENTS TO BE PROVIDED FOR „ 00-4 ' y °3 ., �- - , �/�2 __ Sg A EXISTING AND PROPOSED DRIVEWAYS FOR OWNERS OF ALL LOTS. / �� - o o2.THE SHARED DRIVEWAY SHALL BE MAINTAINED BY ALL USERS OVER T/1 LENGTH SHARED.EACH MUST PAY COST OF SAID MAINTENANCE,BE IT �� OW RIVE -� ����� PLOWING OR REPAIRING. (] (1 x ZONING INFORMATION 3.THE OWNERS SHALL NOT OBSTRUCT,IMPEDE OR INTERFERE WITH OTHER ✓/�% J1. H WR- WATERFRONT FEST DENTIAL ^ LOT OWNERS REASONABLE USE OF SUCH EASEMENT AREA FOR THE PURPOSE /1 LEGEND OF INGRESS AND EGRESS TO AND FROM THE RESPECTIVE LOTS. r 2 300 LANDS N/F OF a Mei TP 4.EACH OWNER SHALL HAVE THE RIGHT TO ENFORCE BYAT LAW OR IN EQUITY 28090 ROZELLE ^^�� A W MINIMUM LOT WIDTH: 150 e SOIL TEST PIT LOCA71ON ALL RESTRICTIONS,CONDITIONS,COVENANTS AND CHARGES NOW IMPOSED. `'; FA' A4 A EX/S77NG GRADE CONTOUR IN THE EVENT LEGAL ACTION TO COMPEL ENFORCEMENT IS MADE BYANY r SETBACKS: OWNER,HE SHALL BE ENTITLED TO RECOVER COURT COSTS AND RESONABLE ,r� t/1 ^— FINISH GRADE CONTOUR ATTORNEY'S FEES INCURRED FROM THE VIOLATING OWNER OR OWNERS. FRONT. 30 FEET SIDE 25 FEET SHORE:50 FEET = NEW 4s" HDPE CULVERT PIPE IRF (A- x REAR:30 FEET a—a—b—�— SILTAAON CONTROL FENCEaa /-,Y-Y--Y--Y--,\EXIS77NG 7REE LINE Y. TOTAL AREA OF SLOPES PROPOSED CLEAR/NG GRAPHIC SCALE 1 f� Date`SEPTEMBER 15,2016 OVER 20% _ ® PROPOSED WELL STORMWATER MANAGEMENT NOTESe ` \ Scale per+ 168,531.6 sq, IT LOTS 91ALL BE REQUFD To SUBMIT A SITE PLAN To Tte 60 0 30 60 120 240 \ 11 3.87 acres BOARD FOR SU PLAN REWW. STORMWAIER MANAGEMENT DESIGN MUST MEET Its PROPOSED INDIVIDUAL SUBSURFACE IME TOWN Or OARMNSKM TOWN CODE CHAPTER'167'FOR EACH LOT. "\\ SEWAGE DISPOSAL SYS7EM INCLUDING SITE PLAN APPROVAL MUST N OBTAH® BEFORE A 15LUM PE�9T WLL BE ISSUED. VERTICAL DATUM: 509 REPLACEMENT FIELD \ 1 FIELDS TO BE INSTALLED WITH TRENCHES ( IN FEET ) \ \ S- 1 PARALLEL Wl7N EX/S77NG S11F CONTOURS \,\ NAVD88, U.S. FEET 1 inch = 60 ft. CONTOUR INTERVAL-2 FEET SHEET 2 OF 6 POIRIER 309.14-1-461133-1-11.7 SURVEY NO. 88041 SUB ENGR. DWG. NO.46248-51 MAP REFERENCE O o MAP OF A SURVEY MADE FOR SOIL TESTINGINFORMATION 20 m GLENS FALLS NATIONAL BANK& TRUST Co, rP#1 rP#4 BY.- VAN DUSEN& STEVES o - a INCHES: roasolL 0 - 10 INCHES: TOPSOIL DATED:MAY 9, 1988 8 - 20 INCHES: LOAMY MEDIUM COARSE SAND 10 - 20 INCHES: MEDIUM FINE SANDW/ VARVED MEDIUM COARSE SAND O ZO U LAST REVISED:SEPTEMBER 19, 1988 20 82 INCHES: MEDIUM COARSE SAND 20 - 44 INCHES: COARSE SAND / IPF ROOTS TO 82 INCHES, NO MOTTLING OR GROUNDWATER OBSERVED GROUNDWATER AT 53 INCHES, NO MOTTLING OBSERVED 360 � � 15: Q PERCULATION RATE: OMINUTES, 27 SECONDS PER INCH PERCULATION RATE: 12 MINUTES, 39 SECONDS PER INCH AT A DEPTH 12INCHES ' m � TP#2 TP#5 \ 0 - 8 INCHES: TOPSOIL 0 - 8 INCHES: TOPSOIL LEGEND: C� 8 25 INCHES: LOAMY MEDIUM COARSE SAND 8 - 15 INCHES: MEDIUM FINE SAND 350 25 - 52 INCHES: MEDIUM FINE SAND SLIGHTLY COMPACT 15 - 36 INCHES: COARSE SAND ® IPF=IRON PIPE FOUND 52 - 65 INCHES: MEDIUM COARSE SAND GROUNDWATER AT 36 INCHES, NO MOTTLING OBSERVED. 350_ ®IRF=IRON PIPE FOUND W MOTTLING AT 44 INCHES, GROUNDWATER AT 65 INCHES ............. PERCULATION RATE: 6 MINUTES, 11 SECONDS PER INCH AT A DEPTH OF 12 INCHESO = WELL Ali PERCULATION RATE: 1 MINUTES, 01 SECONDS PER INCH TP#6 340 = UTILITY POLE TP#3 0 - 10 INCHES: TOPSOIL 340 6 LANDS N/F OF -O = GUY POLE 0 - 12 INCHES: TOPSOIL 10 - 24 INCHES: LOAMY MEDIUM FINE SAND - - 12 - 28 INCHES: LOAMY MEDIUM FINE SAND, SLIGHTLY COMPACT 24 - 30 INCHES: MEDIUM FINE SAND ELMORE ® = TEST PIT LOCATION N - - Q TP LANDS N/F OF 28 - 53 INCHES: COARSE SAND 30 - 44 INCHES: MEDIUM COARSE SAND ... BATEASE 330 _ N O GROUNDWATER AT 53 INCHES, NO MOTTLING OBSERVED GROUNDWATER qT 44 INCHES, MOTTLING AT 40 INCHES. "` - 330 _._ .. m-, PERCOLATION RATE: 1 MINUTES, 18 SECONDS PER INCH PERCOLATION RATE: 2 MINUTES, 51 SECONDS PER INCH ATA DEPTH OF 12 INCHES _ ... N r O Z SOIL TESTS PERFORMED BY MACE ENGINEERING, P.C. ON ...32 _: 320 � APRIL 22, 2010 AND MAY 3, 2010, gip \ JO t e LANDS N/F Of SLOPES OVER 20% O'CONNOR (TYPICAL) Cp \ \ 4 LOT 4 n 320 409990.2 Sq. Feet ® LIMITS FOR LOT 9.4 Acres as PROPOSED CLEARING X86'OQ #3 - 20,200 SF PROPOSED CLEARING �'2S 3p„ LIMITS FOR LOT #4 - 72,300 SF TP , 2 , SHALLOW #s _ �1 12 FT WIDE SHARED GRAVEL DRIVEWAY ABSORPTION W 2 FT WIDE X 2 FT DEE H ;' �/� ✓/ � /= / P INFILTRATION TRENCH TR \ m TP SEE ® ® ® yon ENCH SYSTEM •. � � D DETAILS N " PROPOSED CLEARING LIMITS FOR LOT #2 26- 500 SF t - ,' — .. SHALLOW \ ABSORPTIONf i 58 BaF � F�J r \,. > DSN/F OFzoo�z �NNz M LOT 1 41 �>� � ERKINSLANDS N/F of TRENCH SYSTEoSI T FENCE SEELEY SEE DETAILS213504.5 Sq. Feet PR0P05E1) 0 ¢� ¢wN aya°mN a3LLWrx �4o�� oo i 4.9 Acres 86 0 `mFp � �Fo =a / g' SILT FENCE / 2p' r 3 ENC � O O F o0 f O _ , TP / #3O00 � m � � , G ..r .� O OF♦ LANDS N/F B / o NIAGARA MOHAWK a I / \' o o 3; POWER CORPORATION �+ Z �+ PROPOSED CLEARING / / r,„ \ IF ��� 3 i ® ® ® ® - Z LOT 2 .00r. i 89981.4 S Feet o o _ S as as LIMITS FOR LOT #1 - 25,900 SF q• �Oeo�� ® ® ® z W z t Acres ® ® FT WIDE GRAVEL DRIVEWAYS / //i CONSTRUCTION - - -_® ° ENTRANCE ® � ® W/ 3' WIDE SHOULDERS a AND DRY STORMWATER SWALES ' , E .. 70 LF 48 0 CMP A ® CULVERT 9nARED DRw ® ® ON BOTH SIDES OF ROAD ;. ♦ �' INV. IN = 293.5 / P a� NV. OUT - I 291 0 Cr Cr Lu / 3 TT^^ V� / i / 08 ch \ - - P z EASEMENT ® i r 6 ® � C� i� / . d / coCh LOT b „ . cn 12 FT WIDE SHARED GRAVEL o 91960.0 S F � . . , .... 30s o ie eet ED O Ri -. :• ....,.; ..,. .. ..-- - POS \ ..,.,. - � -. �.� � ,'� r Qti' �J PRO M W c�, , DRIVEWAY - � / 3 WID SHOULDERS House 2. 1 Acres �� � I o 7 AND DRY W b b STORMWATE SWALES a q c*,y;� ,r o � W m r of co A of N ON BOTH To �', ��t SIDES OF D OP05ED _ .. PR INTERNATIONAL PAPER Co. W �yd IPF AS PER'RE N � �ERENCEb`M,AP O o � i � '►T�' � '«Ia' INV�256 40 0 �/ \ / 300 co o , m N46 34 50u W 50.81 ' „ p INV=28 . 3' ® \ I : . (J D� b ; I ♦ 85 LF 48n C P CULVERT - _ o ISLAND VIEW DRIVE i .., PRIVATE _........_ :. :�.� \.' , � `t - ( ) ✓ — ,,. INV. OUT 289.7 q LANDS ; { 291 0 T COOK / M i O r , . LANDS N/F OF 200 O y� 4-1 TION McGUIRE V 2 _ / 0 EXCEPTtN ALL LAND1-011 S \ , \ q WITtilP� 5C� � H( WAT ._._<.. , ; ... ,� ;; ,--. .. """ .._ O �, // tviA _ O \. _.-. Rr\ D�aON RIVER \ W 0 „ 9 3 _._. _.:..0 11 5600 .m. w. _.__ _777777777 y TSA M 0 W CJ _ e r✓ 4 : , w 803'± ALONG THE SHORE i::.. � ,�.. -` _..,:.... ;`;:; � , �,'- � a CONSTRUCTION /; 5�O•��N _.. ..".. NOTES: v � � ENTRANCE 1_7- "'" 1.DEEDED 25'WIDE CROSS EASEMENTS TO BE PROVIDED FOR - - i �°3�/ 100 YR FLOOD PLAIN Q EXISTING AND PROPOSED DRIVEWAYS FOR OWNERS OF ALL LOTS. ' SZ W ELEVATION = 290 A od 2.THE SHARED DRIVEWAY SHALL BE MAINTAINED BY ALL USERS OVER i � LENGTH SHARED.EACH MUST PAY COST OF SAID MAINTENANCE,BE IT ® �-r 0 r� PLOWING OR REPAIRING. OV O [SOX I�I OE' X J `� - ZONING INFORMATION 3.THE OWNERS SHALL NOT OBSTRUCT,IMPEDE OR INTERFERE WITH OTHER , H� WR- WATERFRONT FESIDENTIAL LOT OWNERS REASONABLE USE OF SUCH EASEMENT AREA FOR THE PURPOSE LEGEND C/+�p 1/ OF INGRESS AND EGRESS TO AND FROM THE RESPECTIVE LOTS. 2 300 LANDS N/F OF G-GV /tlLJ 4.EACH OWNER SHALL HAVE THE RIGHT TO ENFORCE BYAT LAW OR IN EQUITY 28090 ROZELLE A MINIMUM LOT WIDTH: 150 ® soil TEST P!T LOCATION ALL RESTRICTIONS,CONDITIONS,COVENANTS AND CHARGES NOW IMPOSED. ^ W N ........ EX/STING GRADE CONTOUR IN THE EVENT LEGAL ACTION TO COMPEL ENFORCEMENT IS MADE BY ANY Fri w SETBACKS: FINISH GRADE CONTOUR OWNER,HE SHALL BE ENTITLED TO RECOVER COURT COSTS AND RESONABLE A T FZ \./ ATTORNEYm 'S FEES INCURRED FROM THE VIOLATING OWNER OR OWNERS. � � FRONT. 30 FEET SIDE:25 FEET SHORE:50 FEET NEW 48" HDPE CULVERT PIPE IRF w' a REAR:30 FEET -4--0 SILTA77ON CONTROL FENCE r-y Yy I EXIS77NG TREE LINE a TOTAL AREA OF SLOPES PROPOSED CLEARING OVER 20% = 5TORMWA7ER MANAGEMENT NOTES: GRAPHIC SCALE Dates:SEPTEMBt 15, 2016 ® PROPOSED WELL 168,531.6 sq. tT. LOTS SHALL B REOLM TO A WE PLAN TO IM 60 0 30 60 120 240 3cele 1'-60' 3.87 acres BOARD FOR WE PLAN REVEW. STM WATER PLANA DESM MST MEET THE PROPOSED INDIVIDUAL SUBSURFACE TPS: TOWN Of QUMNSSM TOWN GOM CNAPTM 147 POR EAG" NDMJAL LOT 60 <'\ SEWAGE DISPOSAL SYSTEM INCLUDING BE 155 SU PLAN APPROVAL MUST OE OdTAtiD MORE A PERMT WILL1$D VERTICAL DATUM. 9 507. REPLACEMENT FIELD \\ FIELDS TO BE INSTALLED WITH 7RENCHES IN FEET ) `;., S—2 NAVD88, U.S. FEET PARALLEL WITH EXISTING SITE CONTOURS 1 inch = 60 ft. \\ CONTOUR INTERVAL-2 FEET SHEET 3 OF 6 POIRIER 309.14-1-461133-1-11.7 SURVEY NO.8804 I SUB ENGR. DWG, NO.46248-52 0 o 0 `=' vii cin m m m zo CL NOTE= o o DETAILS ARE PROVIDED FOR BOTH 5TANDARD PIPE AND GRAVEL AB50RPTION Z �� �' #BEDROOMS FLOW MIN.WASTE TIC TANK SEPTIC TANK CA CAPACITY MINIMUM LIQUID TRENCHSAL LENGTHLENIG� � TRENCHE5 AND GRAVELLE55 INFILTRATOR CHAMBER TRENCHES. EITHER 5Y5TEM o CwJ QV (SEE NOTE 1) PERCOLATION RATE (MINUTES) m G.P.D. GAL.) SURFACE AREA(S.F.) MAY BE U5ED FOR SUBSURFACE D15PO5AL 5Y5TEM5 IN THI5 5UBDIV1510N. N Q 5; � (SEE NOTE 3 & 4) 1-5 6-7 8-10 11-15116-20 21-30 'lI �C zg N Co 41, p2 220 1000 27 92 110 123 138 158 184 J CL o 3 330 1000 27 138 165 184 207 236 275 a 3 �� Q 4 440 1250 34 184 220 245 275 315 367 AXIMUM 5 550 1500 40 230 275 306 344 393 459 OR055 SLOPE NLo L�2 6 660 1750 47 275 330 367 413 472 542 OVER FLL TO ALLOW ON SLOPED SITES N Q FOR SETTELMENT GARAGE 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE Q NOTES:ES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN N z HOUSE SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. NOTES: O�� 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE WITH 1.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND FINT ;]7 F 1. TILE FIELD TO BE 100' OR MORE FROM ANY SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED.LAKE> SWAMP, DITCH OR WATERCOURSE AND 10' 5. ONSITE WASTEWATER SYSTEMS WERE NOT DESIGNED TO ACCOMMODATE EXTREME WATER TER LINE UNDER PRESSURE. USE FIXTURES SUCH AS jACUZZI/SPA TUBS AND WATER TREATMENT EQUIPMENT. EQU ALIZERR CHAMBER SEQUALIZER 24 OR EQUIV OR MORE FROM ANY WA THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER m Svci TIGHT JOINT 4" PIPE 10'-0" USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS REALTY SUBDIVISION. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION A Y ON SLOPE OF 1/4" /FT. MIN. �� 20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR SEWAGE D15POSAL 5Y5T'EM 51ZING SCHEDULE 40 PVC WITH CEMENTED JOINTS. �j�l TIGHT JOINT 4" PIPE MIN. � ��_ J� ON SLOPE OF 1/8" /FT. SEPTIC TANK PROVIDE SOLID CONCRETE 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST BLOCK SPLASH PAD UNDERv DISTRIBUTION BOX IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT INLET PPE OF fQCtt TRENCH LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. _ ���� � 8@ � MAXIMUM SEASONAL HIGH ��� r: &. GROUNDWATER ELEVATION ABSORPTION TRENCH 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE 10' MIN. AWAY FROM SEWERAGE SYSTEM. ABSORBTION TRENCH FILL MATERIAL SHALL BE OF SAME 6- C5EE STANDARD ABSORPTION TRENICII 50% EXPANSION AREA 5. DISPOSAL FIELD SHALL BE CONSTRUCTED WITH TRENCHES PERMEABILITY AS EXISTING MIN. INFILTRATOR ABSORPTION TRENCH SECTION PARALLEL WITH EXISTING SITE CONTOUR LINES. UNDERLYING SOL. N.T.S. PROPERTY 10' MIN. LINE 6. FOR RAISED ABSORPTION TRENCH SYSTEMS G DE TO SEED GROWN HORIZONTAL SEPARATION DISTANCES SHALL BE AND SLOPES TOF50L (G" min.). SEED AND MEASURED FROM THE EDGE OF THE FILL MULCH SEPTIC SYSTEM AND ALL OPE T OAj DISTURBED AREAS IMMEDIATELY AFTER INSTALLING SYSTEM DRAINAGE SWALE 3 SCOP FINISHED GRADE SEWAGE DI5PO5AL LAYOUT ON UPHILL SID£ NOT TO SCALE OF SLOPED SITEmill 1777:7:1177777M I i S r \ O O O 19 MAX 24' MIN. TO HIGH GROUNDWATER. -' ROCK OR IMPERVIOUS SOIL REMOVE LEAVES. ROOTS. PLANTS AND =1 I I I III, III=III-I ''MI w o o e TOP50L C6" minJ. SEED AND ORGANIC DEBRIS. PLOW SURFACE PRIOR a g MULCH SEPTIC SYSTEM AND ALL TO SPREADING FILL MATERIAL. z �� ,----INFILTRATOR CHAMBERS `N D15TLIRBED AREAS IMMEDIATELY ABSORPTION TRENCH AFTER INSTALLING SYSTEM o s qo ~ �� oda c'SSaFya ABSCSETYPICAL TRENCH � � BOTTOM OF TRENCH TO BE LEVEL BOTTOM OF TRENCH ZZ ewa�= F� F J$F 0 IDES 4'-0.. SPACE FOR FUTURE TRENCH SHALLOW ABSORPTION TRENCH SYSTEM a o~ 8' r'I`I FwOa _a �----{ IF R£QD. C507. REPLACEMENT) 1. BOTH ENDS OF INFILTRATOR CHAMBERS MUST BE 2' III. ENDS I I S CAPPED WITH END PLATES SECURED TO CHAMBERS S a ==Ys «� I _ 3 USE WHERE SEPARATION BETWEEN EXISTING GROUND AND 2. ALL LATERALS TO BE OF EQUAL LENGTH. _ F =� §�Fo "_ 77 1 777 SEASONAL HIGH GROUNDWATER. BEDROCK OR IMPERVIOUS 3. MAXIMUM TRENCH LENGTH I5 GO FEET. a W 9 N SOL 15 LE55 THAN 4' BUT GREATER THAN 2'. PERCOLATION s m J~ <~ RATE OF EXISTING SOL MUST BE FASTER THAN GO MINUTES. 6' , , INFILTRATOR ABSORPTION TRENCH PROFILE o o FOR USE ON SEPTIC SYSTEMS FOR N.T.S. CQ a� Co LOTS # 3 + 4LLE 0 � W 24" MIN. EXCAVATE EXISTING 50L TOPSOIL OR PAVEMENT SECTION TRENCH BACKFILL SHALL CONTAIN 2_O 4'-0" ►� �+ EXCAVATE T FILL PLACEMENT = - - _ NO SOLIDS LARGER THAN OR MAXIMUM MAXI UJM SEASONAL HIGH - - -_ "- -." a:'" ;': -i 5UBGRADE ELEVATION GRO55 SLOPE y ,�Z, 0 GROUNDWATER ELEVATION -III I((-I >•' III= 3 INCHES IN DIAMETER OVERFILL 0 ALLOW ON SLOPED SITES z W z FOR 5ETTELMENT CAREFULLY SELECTED FILL MATERIAL WELL GRADED LOAMY SAND. :III-1 i 1=1 I :.:=w.'} .:::'::: . ::A `... = TRfNGht BacrcFILL A OR WELL GRADEDLOAMY SAND GRAVELS. CONTA6 IG A KNIMUM OF UNDER PAVEMENT. U5E SUBBASE MATERIAL �, .� / / { I hI I(_ >' I I I UNDER LAWN. U5£ EXCAVATED MATERIAL /�;/i,�/T ;�r�.`� BARRIER MATERIAL TO BE 109. SILTS OR CLAYS. NO ORGANIC DEBRIS. AND NO SOLD OBJECTS I I LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 5"TO I I`I I I-III ':`.;.:-. - �' 6,, _ 12„ EARTH PERMEABLE GEOTEXTILE 15 "KnS. COMPACT FILL IN G" LUFT5 WITH LOW GROUND MESSURE I-)I I-I I ": "':...: :, :" I(1 TRACK MOUNTED DOZER. IN-PLACE PERCOLATION RATE SHALL BE VERIFIED I- Q FILL MIRAFI 135N OR EQUALCrCr BY ENGINEER AFTER PLACEMENT OF FILL AND BEFORE SYSTEM IS INSTALLED. I_ (I 1= - -: '-l; I I(= UNDISTURBED SUBGRADE 1 I-III : .. ... :'' Imo- 4' PERFORATED Cl) OIL SYSTEM DETAIL NOT To scALe 11=) 111- Q 2" MIN. MODIFIED J _ I I= O 12 MIN. LATERAL MEETING ASTM STANDARDS a Z 6" _III =)I �kxv �oO029,) �9DO 18" MAX. E.i Qi oFOR USE ON SEPTIC SYSTEMS FORPIP£ BOR FI MATERIAL 00 SAND OR FINE GRAVEL `//fi /��• ,\/.\/ 3/4" TO 1 1/2' � w .d. _III -III 6-O„ lr r r\ WASHED CRUSHED STONE LOTS #1. 2 I -C( SEE TPLRAYN SEWER PIPE AND ELEVATION 24" MIN. o�j c � a o SUGGESTED: POLYETHYLENE ( I _ I I I_I APPROXIMATE EXTENSION TO GRADE WITH 6.. z 10 FINISH GRADE TAMPER RESISTANT ACCESS MAXIMUM SEASONAL HIGH GROUNDWATER. I( IMPERVIOUS SOIL OR BEDROCK � � W91 COVER 6,. 6.. 5TANDARD PIPE AB50RPTION TRENCH SECTION A x x ,2 ��- m Z NOT TO SCALE 5ANITARY PIPE TRENCH DETAIL • a.�4 a d.� 4" PVC SCH 40 DISTRIBUTION BOX " NOT TO 50ALE CONCRETE OR STONE INLET BURRIED COVERS MARKER ABOVE ALL OUTLET MOULGIta9EP1'IGmSYSTEM E AND ALL MIN. SLOPE U UID LEVEL 4" PVC SCH 40 OR SDR 35 ®® RECOMMENDED. BARRIER MATERIAL DISTURBED AREAS IMMEDIATELY Ds 1/4" PER FOOT EFFLUENT SEWER, BAFFLE .Q �6 78M 1/8" PER FOOT MIN SLOPE 12' MAX AFTER INSTALLING SYSTEM A 7�! ALL OUTLET INVERTS TO BE SET ACCESS q WATERTIGHT SLEEVE AT EXACTLY THE SAME ELEVATION; HATCH INLET BAFFLE 12' MIN. COVER OVER "� O AND SEAL (TYP.) USE SPEED LEVELERS ALL STRUGTURE5 G, MIN. Zj p Cr o 4" PVC SCH-40 SOLID HEADER #1 V15TRBMON BOX 2' QQO�o°U SLOPE 000.7 d?� Q a o TO PERFORATED TRENCH PIPING, 1000 GALLON PRECAST ') 1/8" PER FOOT MIN SLOPE ELECTRICAL BY FORT MILLER OR !~ 0 CONCRETE SEPTIC TANK JUNCTION EQUAL BOX � O`er o O o°a MINIMUM 2X WIDTH ��\N O O NOd E• MI O� O O MAXIMUM 4X WIDTH C A y�0eti [AP002?0 SLOPE SO/6T�1/32C PER FTS L£YEL TRENCH BOTTOM M q. 'I a.< a.0 Zo O� h+y ALL LET SEPTIC TANK NOTES ° PUMPERSIBLE w §8000O° PEA O BE SET ATVERTS NOTE51 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH EXACTLY THE SAME 1. END GE ALL E55 INTERCBUTORONNECTED. LANES MUST BE Y FORT MILLER OR EQUIVALENT. GRAVEL ELEVATION. a AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED B D15TRIBUTION BOX CU5E OF SPEED LEVELERS PLUGGED UNLE55 INTfRGONNEGT£L -t 2. ALL LATERALS TO BE OF EQUAL LENGTH q 2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL ALARM ON '� NOT TO SCALE ENCOURAGED CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A 3. MAXIMUM TRENCH LENGTH IS 60 FEET. STABLE BASE. 0 • p.. 1-1/2' FORGE MAIN PUMP ON 2' DIA. PIPE - PVC, OR 5TANDARD PIPE AB50RPTION TRENCH PROFILE t� 5 E� 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR POLYETHYLENE PIPEPI H-20 WHEEL LOADING. X NOT TO SCALE q PUMP OFF GH£GK VALVE.; 3/8" WEEP HOLE ® A 4. ALL JOINTS MUST BE SEALED. 1 C,1 1�:.: CONCRETE TO BE P d TROWEL FINISHED 4'-0' I.D. PRECAST CONCRETE MERCURY FLOAT MANHOLE WITH INTEGRAL BASE SWITCH WITH EFFLUENT PUMP q AND FLAT SLAB TOP. WEIGHT CTYPJ INSTALLATION OF DISPOSAL FIELDS ^^ w AS MANUFACTURED BY FORT MILLER OR EQUIVALENT 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE A CNO LADDER VALENT AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CJ] DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS Ri SEPTIC G PUMP /� NOT TO SCALE ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID SEPTIC TANKS EFFLUENT 1 UI-11 5TATION CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. WITH THE HOLES DOWN IN ALL CASES. CNIAY BE Oh�'fM IF SITE GRADNG PERMITS GRAVITY CONNECTION) 2. OF HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS 6. FOR INFILTRATOR PLA SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL a' 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS AS MANUFACTURED BY FORT MILLER OR LL BE LENT. 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR AT 15 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS AND RAKED 11 ACHIEVE AN EVEN SURFACE AND TO LOOSEN SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS MODEL 3885WE03L OR EQUAL. SMEARED SECTIONS OF TRENCH. INLET PIPE INTO EACH TRENCH. ARE UNSUITABLE, CRUSHED STONE SHALL FO PLACED AS 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL Date.SEPTET 15,2016 NECESSARY TO ACHIEVE A STABLE FOUNDATION. 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY AUDIBLE AND V151BLE ALARM TO BE ACTIVATED BY ALARM FLOAT BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND FROM THE DISPOSAL FIELD. CONSTRUCTION DESIGNED FOR TRAFFIC WHEEL LOADING. 3. PROVIDE 1 DAYS STORAGE VOLUME ABOVE ALARM LEVEL. OTHER WASTE MATERIAL IN THE STONE AND PIPE. 7, NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED Scale �� UNDER PAVEMENT. 4. FOR TANKS WITH N TANKINTERIOOR TWO TANKS OFKSO FEETROS MORREQUIRED OE. 220 GAL. FOR 2 BDRM. 330 GAL. FOR 3 BDRM. ETC..) 5. ALL JOINTS MUST BE SEALED. 4. ENGINEER TO SIZE PUMP ON / PUMP OFF FLOAT SETTING BASED ON NUMBER OF BEDROOMS AND LENGTH OF FORCE MAIN. S-3 SHEET 4 OF 6 POIRIER SURVEY NO.8804 I SUB 309.14-1-46/133-1-11.7 ENGIN. DWG. NO.46245-53 z 0 0 Co :z Co z z � O O U C > 5 W O � 00 on Z CL CL SCREENED LLJ AIR VENT N � 1— GROUND LEVEL N O LEVEL WELL CONTROLS PRESSURE CONTROL TANK N WATER STORAGE TANK O PRESSURE M PUMP VENTED WELL GAP WITH SANITARY TOP OF SWALE FROMWELL TANK 0SEAL FOR ELECTRICAL GABLES INFILTRATION SWALE DRAIN s TYPICAL DETAIL SUPPLEMENTAL 5TORAGE TANK _ a _ DOWN SLOPE OVERFLOW AREA DOWN SLOPE OVERFLOW AREA SHALL BE REINFORCED CONTROL MAT-NORTHAMERICAN ION ^ S� zSHALL BE WIT 510N CONTROL MAT-NORTH AMERICAN ' s NOT TO SCALE GREEN C 125 OR EQUAL GREEN C 1 FLOW 8 . a DIRECTION F � - PRESSURE STORAGE TANK <a BENTONITE GR PITLE55 CA5L MINIMUM 51ZE WELL DRAINED 2.BEDROOM HOUSE-42 GAL. SANDY 501L 3 OR 4 BEDROOM HOU5E-82 GAL. 9 5 BEDROOM HOU5E- 120 GAL. MOTOR GAME GW c4 DOWN SLOPE OVERFLOW AREA SHALL BE REINFORCED 0 WITH EP05ION CONTROL MAT-NORTH AMERICAN PLAN GREEN C 125 OR EQUAL. aPITLE55 ADAPTER WITH SANITARY �#�CjTION SEAL FOR DISWARGE WE WELL CASING INDIVIDUAL WATER SUPPLY NOTES BO' ' 1. THE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH IONYCRR APPENDIX 5-B, TITLED 'STANDARDS FOR WATER WELLS'. SOP P 2. AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A UNTILTHE MER THAT REQUIRES THE OPENING OF PUMPED WATER IS REASONABLY CLEAR EAF ER PUMPING TO WELL CASING, WASTE,WELL SHALL WELL,PUMPINUMPED G WASTE 8.I 11 Tp A�1�►ti11 9 1V.E EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE BEING PUT INTO USE. DISINFECTIONNOT TO SCALE w SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY. 3, INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM OR MORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN 1141 O BE USED TO HELP SELECT WATER STORAGE THAT WILL ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD SUBMERSIBLE PUMP rP WATER DEMAND, THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN THE WELL, OR A COMBINATION OF MHIMUM CAPACITY C N GPM ®A STORAGE BOTH. RECOMMENDED MINIMUM STORAGE (GALLONS) TANK PRESSURE OF 60 PSI O W NUMBER OF BEDROOMS WELL YIELD (GPM) 2 3 4 5 w O L�..I O Z 5 ;;;;;;;;;;;;;;;s:NINE...REQU............................................................................... .. 3 TO 5 100 150 1 200 1 250 1 TO 3 150 200 1 250300 0.5 T❑ z 1 200 250 w RECOMMENDED FOR USE := :r>:F::. : :i:€:'r:Frr''Fr: TYPICAL WELL DETAIL 4. WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS, WATER QUALITY NOT TO SCALE A SHOULD COMPLY WITH 1ONYCRR PART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY z PARAMETERS TO BE TESTED SHALL INCLUDE COLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY AND TURBIDITY. ADDITIONAL SAMPLING MAY BE G"VEL ROAD #2 CRUSHED STONE 0 NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OF CONTAMINATION. WATER QUALITY ROAD77� pCfGN � SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THE DRINKING —� a WATER STANDARDS, Cr 5, WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE o b o°vo o o Z., o°0 o0 0 (7 a HOUSE TREATMENT IS RECOMMENDED, EXCEPT FOR SOFTENING. WHEN WATER SOFTENING TREATMENT IS °p °0 0 00° �b O PROVIDED ONLY THE WATER FLOWING TO THE WATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED FILTER R EQUALAI3PIC- , TO PRODUCE A BLENDED. WATER HARDNESS OF 50 - 80 mg/L TREATMENT MAY INSTALLED FOR IRON MIRAFII40N OR EQUAL Q o�' -�° REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODOR CONTROL, FLUORIDE °Oo P °O° o REDUCTION, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL. ° ° °° W 6. AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY, EXCEEDING THE DRINKING WATER #2 f.#3 CRUSHED STONE ° ~'O o I 1 E-4 hw+i STANDARD OF 5NTU ARE NOR APPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT, OXIDIZED IRON OR o° O oho MANGANESE TURBIDITY SHOULD NOT BE INCLUDED WHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BEr' REMOVED BY TREATMENT. TREATMENT FOR TURBIDITY REMOVAL MAY BE ACCOMPLISHED VIA AN INLINE °p'o. o w CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS (i.e., 5 MICRON ( ° o' 0 °O. O� Z ,d to ULTIMATE FILTRATION CAPACITY). °o ° o og0 0 o O .a 7. DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS, NSF R� CERTIFIED PRODUCTS ARE LISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT httpi//www.nsf.org - L 3' O � � � W z x 94x Z SHGW � Fri DRIVEAAY INFILTRATION TRENCH NOT TO SCALE FSI w G INSTALL RIP RAP ON SIDES C AND TOP OF CULVERT END FIN15HED GRADE E~ FLARED END SECTION CP055 PITCH TO GPA55 SWALE INFILTRATION TRENCH OR INFILTRATION BASIN AS SHOWN ON PLAN w/ BOLTED COUPLING BAND 1 112 ASPHALT TOP COURSE M w 12" min. AOT MEDIUM STONE FILL " 12 LONG T 6 ' WIDE CULVERT PIPE � D o COMPACTED SUBBASE MATERIAL c5b0 6j n Op CRUSHER RUN STONE(RUBBLE) V 1 O,Q Cp $ 0 3 enSTABILIZATION FABRIC A — BURY END 4" INTO SOIL ��T�I a 4' min #2 STONE G COMPAGTEDSUBGRADE JTORMWATER MANAGEMENT NOTES: NATE;ALL COURSE DEPTHS ARE INDIVDUAL LOTS SHALL BE REQUIRED TO SUBMIT A SITE PLAN TO THE PLANNING F�� 3 MEASURED COMPACTED BOARD FOR 51TE PLAN REVIEW. 5TORMWATER MANAGEMENT DE51GN MUST MEET THE O THE TOWN OF QUEENSBURY TOWN CODE CHAPTER 147 FOR EACH INDIVIDUAL LOT. MVERT END SECTION A O OUTFALL 6RAVEL DRIVEWAY .16NOT TO SCALE NOT TO SCALE 51TE PLAN APPROVAL MUST BE OBTAINED BEFORE A BUILDING PERMIT WILL BE ISSUED. ^^lA 1+1 W A p; Date-JUNE 15, 2010 Scale AS NOTED S -4 SHEET 5 OF 6 POI RI ER SURVEY NO. 880415UB ENGR. DWG. NO. 44248-54, SEZ� I ��ENT IC.,I) NTROL � ZZ 10• - 0 0 min 50' min. j O y- � � P-- Site Site Awl 10" min.CRUSHED STONE OVER Co Co Q. '� COMPACTED 5UBGRAD£ AND E= a V BLULDING AREAa 9.200 Sf = 0.21 ACRES F-TM F^M > > LIMITS OF PAVEMENT= 19.230 sf = 0.44 ACRES � _ ' :Lao oo: ,b'o, ..• b 'oQ`' ; :a'o a. .p: n Q Q p TOTAL AREA OF D15TURBANCEs 144.900 sf = 3.33 ACRES w ° ':�o o o •• � � 36' FENCE POST. 10' oc MAX .p o DRIVEN 16' MN INTO GROUND E > a ..• . - : .:p. :o p•.. - W EROSION SEDIMENT CONTROL NOTES WOVEN N .:� o ° � . P. . • -� CMM 14 L2 GAUGE.FENCE WMAX. MESH SPACING) ~ o$:. �j p' 8oR?'. '.;ba EXISTING [� I 77777� EMBED N GROUND S' MIN. 1. BEFORE ANY CLEARING OR GRUBBING OF THE 517E 15 INITIATED. AND DURING Ill �i o .- :° oo co o' OF . GROUND -_j a n EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED I4 ALL STORM UNDISTURBED GROUND W ' '• . "° - SWALfS AND DITCHES AND A5 INDICATED ON THE PLAN. :. �o ..o . ._'�v 'o:' op ::. . . n O 2. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS 15 P0554BLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE CONSTRUCTION 5MGFlCATIONS N LO ----I 10'-0" O.C. MAX. � Q SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY USED RAPID GROWTH COVER i. STONE SIZE - USE NO. 4 STONE \ \ \ C� GROP55. SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE 2.LENGTH AS REQUIRED BUT NOT LESS THAN 20'. d" N co STABILIZATION. ­ -",I. !,2. r 3. THICKNESS. NOT LESS THAN 10". 4.WIDTHS 12' MINIMUM. BUT NOT LE55 THAT THE FULL WIDTH 3. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN AT POINTS WHERE NGRE55 OR EGRESS OCCURS. 3G' FENCE POST N �' O Z DRIVEN MINIMUM 16' 5. G£OTEXTILE FABRIC- WILL B£ PLACED OVER THE ENTIRE AREA PRIOR EROSION AND SEDIMENT CONTROL AS PU5U5HED BY THE EMPIRE STATE CHAPTER OF Nro GROUND TO PLACING STONE. THE SOIL AND WATER CONSERVATION SOCIETY. 6. SURFACE WATER. MAINTAIN EXISTING SURFACE RUNOFf OF STORMWATER. WOVEN WIRE FENCE W/ FILTER CLOTH OVER • wry,' CHIN 14 1/2 GAUGE. MAX. 6' MESH SPACING) 7. MAINTENANCE, THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL ''�,c MAINTENANCE -.--z%� .-- ..YF. EMBED IN GROUND S' HN. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ,: . °4' �'�✓ 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 -y�,•,, :�=:":�` ,_ THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE As �� gY 'x. z CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED G` � HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED A5 REQUIRED TO BE : :t L^'.•. -.1". -,oz �.:=\j �F c i ,.. TO TRAP SEDIMENT. ALL SEDIMENT SPI LED. DROPPED. WASHED OR DEPOSITED GOOD WORKABLE CONDITION. '""i; ...-,."" +... ONTO PUBLIC RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELY. ': I £ �.., 2. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS S. wasnlNc� WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE - >�q. * ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING 15 REQUIRED.IT SHALL BE DONE TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. SOIL BACKFILL ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT - �{ ` 3. ANY STOCKPILES OF FYI. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED OR fL0 TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE t,')." CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. PERSPECTIVE PROVIDED AFTER EACH RAIN. \i CONSTRUCTION SEOLENGINb .ONS TION R�OAtD ENTRANCE �W& y @� �. SWIMW GO L FENCE 1",- o%- �'. .. Fill To �, I. ALL DRIVEWAY AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN n,. - NOT TO SCALE GROUND 15 NOT FROZEN. ER05ION AND SEDIMENT CONTROLS ARE NOT DESIGNED FOR USE WHEN THE GROUND 5U RFACE 15 FROZEN. 2. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL - �IVI� �- - I c01 r►1 Lv�H T 1U1V THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER 330 � - � _ � OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND - 330 AS INDICATED ON THE PLANS AND DETAILS. ! - _ \ 3. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS AS DETAILED 14 THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCES. 32 ., �. r_ _ 320 4. FOLLOWING COMPLETION OF ALL PLANTING AND THE E5TABU5HMENT OF ALL GRASS -- :- AREAS. REMOVE ANY COLLECTED SEDIMENT. REMOVE THE SEDIMENT �l� CONTROL FENCING. REMOVE ANY DEBRIS FROM THE PERIMETER OF THE 51TE AND DISPOSE -. '.-- - OF ALL WASTE MATERIAL IN A LEGAL MANNER. �O > \ ___ -- - .... \ __... __ \ A( . 0� \ STABILIZATION LANDS N/F OF �� s �a SLOPES OVER 20% o'CONNOR ,, ,; d w 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES A5 << g W SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE (TYPICAL) '1 I s \\ �G w a<N�Ev ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT O,, \\ �' 6 9 o 9�.-E'�'-s`o IN NO CASE MORE THAN 14 DAYS. - \ ��� Z \ 3N�N >yF a p 5 N W 2 F O¢6 r O $ QF \ ¢y 3° .-< t7 ti n z 2. STABILIZATION OF GRASS AREAS INCLUDES HYR05EEDING USING11.11 �. ,�, � g a o ee F WW z I a �FO° �GGk' F � TACKIFIER ON SLOPES OVER 54 OR SEEDING AND INSTALLING,, <o g o �� l A CONTINUOUS COVER OF STRAW MULCH WATERED 14TO PLACE. 0 4 I �§'-8'.8 j z a a �� ON SLOPES OVER 4=1 INSTALL EROSION CONTROL BLANKET - NORTH AMERICAN 11 6'. \ 4 GREEN 5-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. \\ m 1 , " Q5 1 �3=x g� , =R a m f11 SJN.P.P.P. REQUINTS LOT 4 \ ����' s 19 m o i 409990,2 Sq. Feet a \ �� 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION FOR EACH INDIVIDUAL HOUSE PROJECT1. 320 9.4 ACreS ® '\ MUST SIGN THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF #s \, ► -0Ill THE SWPPP AND REQUIREMENTS OF THE NY5 DEC 5PDE5 GENERAL PERMIT FOR N PROPOSED CLEARING CO 0 In 10 STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GF-0-15-002. 86' LIMITS FOR LOT #3 - 20,200 SF PROPOSED CLEARING \\ I ® CQ w 2. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS 111.4 c�2 �� LIMITS FOR LOT #4 - 72,300 SF \ , OF THE NY5 DEC 5PDE5 GENERAL PERMIT FOR 5TORMWATER DISCHARGES ; 6 F I -4 Z 14 FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-0-15-002. COPIES OF THE GENERAL PERMIT i' O' - �\ O 1 ►-I ARE AVAILABLE BY GALLING DEC C518) 402-8109. - ;` #6 m O I � Z 3. A NOTICE OF INTENT CNOD MUST BE SUBMITTED TO DEC_FOR EACH Y4DIVIDUAL LOT PRIOR TO INITIATMG WORK. ;/ F-+ 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS 5-1 TO 5-5. ':% / ` W I z z TP 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE // /' _.._ ® ® ftft�A __....._. ENGINEER CONDUCT AN ASSE55MENT OF THE SITE AND CERTIFY IN AN INSPECTION / ;/,,, ♦ "I A s~ LL®,... REPORT THAT THE APPROPRIATE ER05ION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY , _..__. - ♦ \ Z-, .o .a PROPOSED CLEARING #4 INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL MAKE /" ' I a WEEKLY SITE IN5FECTION5 AND INSPECTIONS WITHIN 24 HOUR5 OF A STORM EVENT - ',. LIMITS FOR LOT #2 - 26,500 SF ` / \-- -' LL 1 �--I 4 � 4 OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-0-15-002. / 4 , 11 Ill ............ G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A 51TE LOG ) "" (b ` ♦® ////>/ - BOOK. MAINTAINED ON 51TE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. dA DS N/F OF U1 LOT 1 °`L� I (P SILT FENCE KINs Z co 7. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL11 h <% R INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND 213504.5 Sq. Feet / �// N �oty �� PR000SE� ` E THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. c�S ® , f En W UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION CN0T3 SHALL BE 4.9 ACreS i FLED WITH NYS DEC. / 6 Og a Tr Sp, \\ Z / `. 3 '�, SILT FENCE .�, � \�/o b b / 2a Q.. , �.� F - ® r : W I--I (d Oi GERTI -IGA�TION STATEMENT ;` 1. ...yam, F h o ® p ® .....- - - jLL oo Z a �'7 a m TO 8E SIGNED BY CONTACTOR PERFORMING THE SITE CONSTRUCTION ! i ,'/% ® #3 e 00 w w a CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO - 11 -1111 11._ ,® ,' I ND` COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE ,' - TP i /'/ ® / // o . { NIAGARA W '5 CONSTRUCTION 54TE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF ® ,, i . A AUTHORIZATION TO D15WARGE STORMWATER. I ALSO UNDERSTAND THAT j - ® a POWER CC x 0 THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF #1 ® - ® o , S w o� THE N.Y.S. POLLUTANT DISCHARGE ELIMINATION SYSTEM C5PDE5� PROPOSED CLEARING LOT 2 \\ IRS' �O wo-ow ® • ® I co Z co 11. GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION 89981.4 Sq. Feet Qa��� 310 r r _ I '" '" LIMITS FOR LOT 1 - 25,900 SF -`�'�� ACTIVITIES AND THAT IT 15 UNLAWFUL FOR ANY PERSON TO CAUSE OR # 2. 1 Acres Q�°�0J ® t--, --�-�"` � ® .1 CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. * I. o ;\, E , CONSTRUCTION - - ® -'.- - - - r ` \>\ 11 �3 i NAME ENTRANCE I-.-,-.- I-- 11 - ® r r /I / , � �,L�"I".,L" "' 1:i "'." 11 ' 'I ', " m TITLE >"' p®SED 511A�D U �E RI ® - - ® I/ / / o o I '` vv SIGNATURE s ♦ -vim r r W / / _ /> DATE ...._ r r / , I o / _..__. � ,` ' / /. 0 > /.- ICI " V` l M Q ---308 a� ASEMENT cfl _ ♦ // / rn ( No ® �� �j O © !�/ I 6 �- w W \ `t LOT /- " � - . I I.-; -'r ' ' --, 11 / Ch __.. _ .., / (n qq ,� ^ 91960,0 Sq. Feet \ L 11 3os 0 FjO ° . I PROPOSED 7IIO �/ t€) X52 .�0 _. I House 2. 1 Acres ` A m 94 Q =' M �� EASEMENT TO / QI /, PR000SE iV INTERNATIONAL PAPER Co. CV �O 1. t '. H QS PER P.CFERENCEU`POAP ° M \ j 11. o® /y A 0 N ® M+) 1--1 1Io 11 N 5 � O� ® ® \ , I , 3 T. \ ; ®o o )--4 a W a ♦ 4- o m ® ♦ O /: �1 " O+i - e 11 ..\ - poll . ,, „ \ /, LANDS N F F i �q1-4 P4 -,, .. „ ,. „` / S T COOK \ -, , __ i W i : \\ 2� % 94 200 t,, , .,. , --_-_ Q ­ 11 „ ,.. \ � < >�� T 0,- \ 20, „ w CON.: _D3 , / \ -\ %i N QI _.._. I'll CEPTiN ` / I 11 ___ � �C U A LANDS \ _..._. .. _... .. .... �.:»• A IL, �' \ \ . \ , .._..__.. .__ a �., _._.... / - - ... p \ \ O O �IARr\ IaD ON RIVER ' _..- a ,.. r LD d , _..... \, 3 56' o _ x o \. 0 _ _ __. _ ,, _ _.� 211. _, Sr�aM S55 17 00' W g5 .. E" __ ._..- $ _ r _ - _. . ,_. -..... _. _ -_ .._..._. g ;._.... . . .._ _....._. .. -,_. o L 11 - _ �. _. _ .. 2 . �S� gam. _. Dates SEPTEMBER 15,2016 803'± ALONG THE SHORE �> v / \ /� 52' ��W CONSTRUCTION Scale per. �� 2. % 0 ENTRANCE 2 3a Q \r '" , h S Ilk � \ "- a: ;; S_5 ffV(DSON RIVEAA, 1, � "" " ' .11 � SFIEET 6 OF 6 POIRIER 309.14-1-46/133-1-11.7 SURVEY NO.88041 SUB ENGR. DWG. NO.46248-55