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Phase 1 II i f .0 st iT - O .^ �� t v/ 0 j)y 100 v/ 1 U q U NQ Z U f O �• W � W � Q 4 CL, s p O p p -ALUT W N A OAD UN I own Of Queensbury , Warred County , New Yor f er �b1 �' _�w \\\ \\� .y'�� ��� '�•'` -,.�� �"v :t � j Ynk `� ¢I16� •���' \�\� 1•t/1..r1. �/y����/ i AY �\ ���1 4' / o ���.. 'z�,. fwtkyaw x a:e k�'�'"' \�\Q•`, ��� ffiG DEPARTMENTAPPROVAL — PHASE i � � � � �� � �•..! o� �4 ,�o•��, •,,�'- \L.._'.,�.� � t59"^" 44 \ ® • • • i I i lam\ 'G S f t`��� �1 y' " 1y„-tn - 'I _U i • - r � ��1 t r �- ��'`�`• ��, .2 / �t ccc�, 3 0 . 3 • • � 4 r » � � •. 45 V�� ��`` i,'1S'��)1��`�c��l��v,< �1,.1 �\ � jo/ �...5 r . i I.� (��' :..... 7 �� �j��•,� e'�\~ \ • r r • . o � )1�.,� 1•'j.�, ���'\�����\\\\\ f ` u ,_.�„, .' * f \•\ .'i�'L St''.(_J,'\, �Pj��••s • • • \\\` f ®i/ed o✓y° \ • w ••, ♦,•�• •. r•I � '-�,..J;;��\ � r •c s+ ��'q �� e { l {� o Y These �l ��F�� S� 1{l� r� �1r / A ` ?' k 5 2 /!R I1111111� ADIIRONDACK PARK � ` ! is � ••r • ar • i • • .• •' ! a '.,`l l n / s d `.�.+"�`_\ 2 Y C+ ,. .•..., Z fit. i ichaei F• Travis • ' ! ` YY ♦ per . * \ \! u erirttendertt .- . . ' � � , . . _ . j � ,, } Highway 0 ♦ ». ' t �!(jl `( • • '•� •q q q • K • 4�f-+. A },its fS\�..--� I �� MR ��1� ` 90 . • / 7 .. » . . • I nS jf!i {�\� T s ~vim — % WATER DEPARTMENT APPROVAL -- PHASE 1co I I 1 • ' w 4 • •J 4 \ Haz�.mnrt�b ):,. r� / ` '\^h -_ '\.\ �/ �*'��� \ �, \t��.. �'`? CQ rA t ' > ® 1\\....11/ \ w �* *• ♦ (i j y�<' f - / �lo��. <r _ _ _ p ...• •.1..,xo �`s. '_� •.• ! • • • r •. 5�,` �! .-\� /(/ C �, \ v y�"VR dam,12 • • • " / • •4 I3 x-,_,rJ I:. }i i'� / 7�,\ \...fit' �\J .yr,•..'- ,e..•-"."..�-"' -.:-:,,,,wa''e„ :"\y,, 1 THESE PLANS ARE APPROVED FOR i - ` • ' YWW y\\A� • 7 4 . hi { F THE WATER DISTRIBUTION CONS I �_ TR JCTIO.J O - " - �, / ,• Est 11 • ! t • 1, t t 'C .,ri,tY i voa ry ,� 1eM Ih^.. 9� SYSTE -A COPY MUST BE ON SITE DURING L_ y / • Jf _ __ /+ C 1::1 .^ • � 1�� ...r �1"v CONS 1.._-!.,t i3N WORK ' . • • ..• zoO • ♦' . ( z S OR DEVIATIONS MUST BE - °P`sT ANY Cri: .� .....�. .�. . , t r , �� � t . p „ -• � 1 � 2�! r-1 i ��4 j�� � � �.. Tp1 ym .rr r��r —. •r • r R . .• • • • • 1 t /'. r�1j 1 �E .� rl i �. f Vd tF APPROVED BY THE WATER DEPARTMENT. • . + - • ail �- i�A4.v > Z�\\r Y�v� 1t i. °� ' /;• i^�7 a, •• • • 1 - ♦ ♦ ° ♦ 7 • I •( ..�`Li __ \....�\i. t\\�..-. \,�`��•.��", ...... ,.. \L •T,FOrlE5L.5. . ' ' j"�• M•• q ' ' • ' LOCATIONLI , ;7­7 1 ° 0 5/ T� 4 1 • ./a6 PLANNING BOARD APPROVAL -- PHASE 1 W f ° � I s • R 4 4 4 4 4 • � * • f r • -.- - • Z Lki 4 r 4 • 4 4 g q ♦ S-1 COVER SHEET CO W � Approved. Under Authority of /, _ ° ° L �� 5--2 SUBDIVISION PLAN Cd a Resolution Adopted ____��ZB _• 200 by the Panning Board of the n• ,�� S-3 UTILITY PLAN �- NORTH � M r To ensbur N�,� York. 4 �_4-_ w S--4 UTILITY PLAN — SOUTH y .,. Chairman n © TEi �, v S--5 GRADING & DRAINAGE PLAN -- NORTH N -•-- _ -- --__ --• -- i � �, ]' S-6 GRADING & DRAINAGE PLAN -- SOUTH 1 Date Signed _.�._. ..��L..® _ 200' ,� S-7 EROSION AND SEDIMENT CONTROL PLAN ° S-6 ROAD PROFILES & DETAILS ; 9.4 S--9 ROAD PROFILES & DETAILS N.Y.S. DEPT. OF TN APPROVAL Q. 96 @ EXEMPT S—10 SEPTIC DETAILS 14 , 2 r QUEEN MAY I�SP��P 0 ri 9.3 Iarw" �M Iton W ^ W 1 1 NEW PORK STATE DEPARTMENT OF HEALTH " Q [ GLENS FALLS DISTRICT OFFICE , NNPC 4 act Dated: At • Dis Q 4 These plans for; '• � � ,,,.�'� �-L �yal)u)i S t O/%- . 1 f"are hereby Ac GO�1�t`rN 0 f cepted. A � I , dam"�e Reviewed by; - � � for the State Commissioner of Health r � � e ZONING INFORMATION c ZLiD% EM Nf`S DEPT. OF = CONDITIONS OF APPROVAL °P SR-1A F30' s15, 20 L THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR �Z,�R `` - 54' 25' 25' TREATMENT SHALL BE INSTALLED IN aTY WITH THESE PLANS INTN s - 30' 251 251 BDI* NO LOT OR REMAINING LAND SHALL BE SUVIDED WITHOUT PLANS FOR SUCH RESUBDIVISDDN �pR BEM SUBMITTED. TO AND APPROVED BY, THE NEW YORK STATE DEPT. OF HEALTK AREA--- - * THE DEVELOPER SHALL FURNISH EACH PURCHASER QF A LOT ON WK04 WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES WERE INSTALLED WITN A LEGIBLE REPfiUD MION OF THE APPROVED PLANS WITH AN �p�' � 40D Soo 1200 160011 )ACCURATE, AS—BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES. Jq &rk".' 0 4. THE DEVELOPER SFRALI. FURNISH EACH K1RC#iAS£R OF A LOT ON WHICH THERE WERE NO WATER SUPPLY DENSITY CALCULATION f AND/OR SEWAGE TREATMENT FACILMES VWALLED,WITH A RMIDUCTIOlN OF THE APPROVED PLANS " " AND SHALL NOTIFY THE PURCHASER [IF THE NECESSITY OF INSTALLING SUCH FACILITIES IN THIS SUBDIVISION WAS PREPARED SCALE: 1 = $00 I ACCORDANCE WITH THE APPROVED ''LAM UNDER THE SUPERVISION OF A LICENSED SR--1,A TOTAL 29.01 ACRES LAND SURVEYOR AND WAS MADE FROM LESS 1.11 ACRES OVER 25% SLOPE PIP S. THE SANITARY FAGD.ITIES ON 'THESE LOTS SHALL BE IINSPECTED FCHt COMPLIANCE WITH Ir 1 THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED SR--1 A USABLE ACRES = 27.9 = 27 LOTS PROFESSIONAL (PF-, RA, OR EXEMPT L.S.) AND WRITTEN CERTIFICATD]N TO THAT EFFECT A FIELD SURVEY. suR Y SHALL BE SUBMITTED TO THE NYS DEPT. 13F WR-3A TOTAL 2.46 ACRES AITatA"M AWYM To A HEALTH AND THE LOCAL BUILDING CODE E► MC04ENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. THIS PLAN IS CONSISTENT WITH THE ZONING LESS 1.50 ACRES OVER 25% SLOPE NAr WARM A tJtXN=LAND svavEroas sex.�A \fttA7M OF SeCTM 72W.SUB-WSM 7.aF THC MAY 7 "l s, DYDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED ORDINANCE OF THE TOWN OF QUEENSBURY, WR-3A USABLE ACRES = 0.96 — 0 LOTS $ ""0R"STA"EDi0itM tAW • 1 , �FOR ETTMTHOUSEHOLD DOMESTIC SEVAES WHEN PUBLIC FACILITIES BEGONE AVAILABLE. OWNER/APPLICANT sFx�s6 CONSNQSD m�vAl1t1 TRue cis• A8 NOTED Aw,arawT"Auonwwarn:Lrwaua� j sr6 APuvBI-I Aye SYSTEM Is REQUIRED t,'stauN YEAR I THE PROPOSED IRON ROD MARKERS TO BE SET AT RC-3A TOTAL 190.70 ACRES &WLL BE CWmai a,+ C V"FY„+A1 EACH LOT CORNER OR CHANGE OF DIRECTION. PROPERTY IS LOCATED WITHIN LESS 126.42 ACRES OVER 25% SLOPE TM a cow"" PREPARED R�A�AN�V A ? 7. PLAN APPROVAL IS LIMITED TO s YEARS FROM DATE OF APPROVAL, AND SHALL Cerrone Builders, Inc., 51 Oak Valle Way, ° 13Y 7 °" "'♦TAIE A SO `"ND OF PMEs A°0P�' EXPIRE ON -- . TIME EXTENSDDNS FOR PLAN APPROVAL MAY BE INDIVIDUAL LOT GRADING SHALL CONFORM TO THE QUEENSBURY SCHOOL DISTRICT y y Queensbury, NY 12804 LESS 0.89 ACRES WETLAND 9Y111ERW&M SMC "MATTYOH S tlW6 St1R1£YORA SNO CFRIRICATIgtS SHALL RUN OILY GRANTED BY THE NYS DEPARTMENT OF HEALTH BASED ON DEVELOPMENT FACTS AND THE and KathrynKennah, 405 SW Jefferson Circle, Port Saint Lucie, — ro,HE "R>�TW s tS PReM",No REALTY SUBDIV=)NS REGULATIONS IN EFFECT AT THAT TOE. A NEW PLAN SUBMISSDDN MAY SECTION A183-25 OF THE SUBDIVISION FL 3498E WR-3A USABLE ACRES = 63.39 2i LOTS ON W WMF To TW MM COAWMy.00VMFaUt.BE REQUIRED TO OBTAIN A TIME EXTENszlrc REGULATIONS OF THE TOWN OF QUEENSBURY THE CENTRAL QUEENSBURY William S. Joslyn, 760 Corinth Road, Queensbury, NY 12804 �, LDOM K "mwHumoN""° — 1 13 THE APPROVED PLANS Muse BE FILED WITH THE WARREN COUNTY CLERK FIRE PROTECTION DISTRICT Cynthia Bishop, 37 West Mountain Road, Queensbury, NY 12804 TOTAL PERMISSIBLE DENSITY = 48 LOTS ' PRD7R TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE (IF PLAN APPROVAL. SHEET 1 OF AI 9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. CERRt}NE p??`? DWG. NO. 05026—S'I j ! ENG. JOB #46214 ----Now PHASE 1 mow- PHASE 2 >� MAP REFERENCES: Ct 6 0 INTERNATIONAL PAPER COMPANY NEW YORK :> ...... . azi SHERMAN ISLAND POWER PLANT IR5,.*.,?,T, ....... I LANDS N ..... ....... PROPERTY MAP /F OF 3 ........... .. .......... WE', 0 _j - DATED: JUNE, 1919 IV06078-15311E 7' MT LIQUIDATIN Q Q ..... . . ...... ................... ................. ........ .. ... .................. .....................I....... ...Z: .. - ARTNERS :11 .5 nt . . ........ G 'a ................ .... . H.K. BARKER .................. ....... ........ ...; ­ ............. ............. BY. I. :: ....... 41P ......:­�.'rV, ...,.... 61 � LU ........................................................ ...... ...... ....................... ............................... ................... ::1'.,z-'-­­­ �f., .::. .*.,_:.*.'.'.V.'.V.'.%1............. .......... ... .....- ................... ....... 2.461 C) MAP OF LANDS FORMERLY OF .......... .................... ...................... ........ . . ... ..... .... ......... ............. ......... ........ ................... ESTELLA JOSLYN .... .. .................... .................................... ... .... ... ... .................................... .......... ... ........ ......... NOW OWNED BY . I ............ .. . .................... .. .................................... ........ ............................... .............................. ................ ..... ... ...................................................... ............................................................... .............. ........ ..... ............ ......... .. ......... ....... .. ........................................ ....... .. .......... ............................................................. ................ .. ... ............I.. .................... . ............I......... .......................................................... .. ............. ..... ....... .... .. ............... .......... .... STONE PILE KENNETH M. JOSLYN & 114C Q_ ............................................ ... ........................ .. .... ..... I ............ MARY J. JOSLYN .. .................... ....................... ......... ............... ............................. ........... ...... ...f:........................................ ......... .......... ........................... .. ............. ... I. .............I....I................-................... ........................................................................ ................ .. .................... ... .................. ............ . ..... ............................................................. ............ DATED: FEBRUARY 7, 1978 .............. . .. ... ..........*.....................%%%....... ..... :::;, ........... .. ....................................................... .........I......... ....... . ..... ...... ... . ......... ......... ........... ........ ................. . ............. ... .............................. .. ................. ... ......................... ................................ ... .................. ...... ............ BY: COULTER, McCORMACK & DICKINSON . . ..... .. . .. ... ....................................... ............. ............... .. ................................................... .... ........................................................ . . . ................... ................... ............ . ...... ........ ......................................... .......... .. ............... ........I...... ........I.... ....I... ................ ........ . ................. ............. I ............. ­­­*...... .... ........... . . ... .................................... ......... ..... ............... ........... ....... . . .. ........... . ................ ........... ­*........... ...... .................. L ........................... .......... ... .................. ................... ... ........ ...... ............... ........ .. .. ... MAP OF A SURVEY .......... ...... ....... ........ ........... ............... C14 ................ ......... ......... ............. .................. ............ ...... .............. . .................... C,4 OF LANDS TO BE CONVEYED TO MAGNAVC 1999 ........... ..... ......... ....... ............ ........ .... ............ .. . . ........... ................ ................ .......:. .. .:. ............................ ............ 0�1 (0 WILLIAM M. & LEISA N. GRANT ......... . ............ ... .......... ................ ...... ..................:............ ....... ................ ............ ...... .......... ........ ................ ........... .. ........ ....................... ............. ............ ................................... ........ DATED: MARCH 7, 1988 .. ................ ... .. . ................. ...... ......... ............... . ......... .............. ...... .......... ................................ ................ ........ ...... ............ ......... ......I. * .., ... .. ............................................. .11................. ............. ......................... .......... ...... ................... .. ...................... .................. .. ....... ... ............. ....I............ REVISED: OCTOBER 28, 1990 BY: COULTER & McCORMACK .............................................. ........ ........ ... ....... ........ ............... ............... ........................ .. ... .. .... ...... ........ ............ ................. ........ ..... .. ..................... ............. ............... ... ........................... ....... .. ............ .... ....... ........ ....... ....... ....................................... . MA ...... ............. ... ............................... .... .......... ... ........... ..................: ......................... ....... ..................... .......I.............. .... ..... .. ............... . .................. ................. . ................. ... .................... .. .... ......... ... .............. ........ .. .......*.,.*.,.*.................. ........ ...........I.,................ ........ ............ .................... ..........I.............................. ............... ...... .... ............ ................... ........................ ........ .................................. *�*.*."'.'.'.'.'.'.*.""*.'.'."'.*.* ��i " - WEST MOUNTAIN SKI AREA .. ........ ................................. ...... . ........... . ... ............... ........................... ......... .................... ....... .......... ......................... ...................... ....... ....... ....... ...... ........ ........ ................... DATED: JANUARY 25, 2002 ...... ...... ....... ... .... ........ ... ........ . ........ ........................ ... .......BY. VAN DUSEN & STEVES .......... .. . ............. . . .............. ........ . .................................................. ............. ......... ...... ........... ............ ............. LAND SURVEYORS, LLC .................... ......­*­­***­­***.........'',............ ............... ............... ....... ....................................................... ............................. .............. .. ..................... ....... ............... ..... .. .......... 6 ROBERT McDONALD iv ....... .... . ..... .... ... .... ................. ....... ...... LANDS N/F OF ................ ........ ............. ............. ............ ........... ..4*-'-'-'-'-'-*-*-'-*-*-'-.-'-*-*-'-'-' ......... ...i...... .......... EAST SLOPE HOLDINGS, LP.... ............... ............ ........... ....... ........ ...?... .......... ............... .... . ........ ....... ..... ..... . C13 .......... .................. ..................... . ......... ...... ....... ............ ....... ...... .... ................... ... .... ........ .......... CO . ............ fill DEED REFERENCES: ............................................. . .............. ......... .... ........ ....... ..... ...... ...............................*.'.*."I,�-..i.....-.,.-............,..."......�........,..�.I.......... . . .I ........ .. ..... ............................... .................. .................. MILTON A. JOSLYN ... ............. ........... ... .......:_.... ...... ... ........... v .......... .:�....... ...... ..... ................... ........ ... .......TO ........ ....... .... ........ j ................. .......... ...... ....... ... ........... ... .............................. . .. ..... . ..... ..... .............. ... ...... ... ... ..................................... ................................ ........... . .. .... ......... .............................. .................. ...........I............ MILTON A. JOSLYN & ........ .................................... .................... ............. ............. ........................ . . ...... ....... .. .... ...........:... ............ ............... ........ ... ...............I..................... .......................... ....................................... ............. .................................. . .......... ....... ... ......... ..................... ..... . ................. .......... ...... ... ..................... .... .................. .. ................................ ......... ....... ................................................ ................... .............I......................... ........ .. .. ......... . . ............................... ...... ....... .............................. ...... ........ ............. .. 11....I.....:: ..................................................... ...... ................ DATED: AUGUST 5, 1947 ...1: ....................................... . ....... ........ ...... ....... ........ .. . ..................I.......I........................ .................................................... ................... . .... .. .............. .................... ........ ..................................................... ...I............ ....... .............. .. . ......................... .................... ............. ........ ...... ........... 1 .1'. 1 .. ............... .. ........................................ .......................... ......... . ........ ..... ........................................ ......... ........... ........ 1. ... ................. ..... ..............I ................... ............ ............. ............................. ....... ............ ......:..................... .......... ..............I.........I................................. .. ...................................................... ............ .. ....... ...... ...... ........... ............. ......... ........ ........ .I............... ................. ....... ..... ......... ............................. .. ................ . ............ ............ ........... . ... . .. .. ...............................I...... ........ ............. ....... ... ............ ....... ....... NIAGARA MOHAHK POWER CORPORATION ... .. .......:../: *.,.* ........ . ........ ............. .... ........... ........ ........... .......... ........ ......... ......... .................. ...... ........... ...... ............. ............................ ....... ...... ...... ... ............ .. ........ ......... ...... ........ ................. ...... .............. .................... ........ .......... .......... ....... ...............I...I 11� '"*'**"""""."'.,.,.".,.*.,."..*,.,l-".*- .... .. .. ........ .................. .... ... ............... . ............... ......... ........... . .. ..... .. AND ......... ........ ......... .......... ............. .............. ............. . ......... ................. ........... MILTON A. & ESTELLA JOSLYN .. ........ .............................. ................... ......... ........ ............... ........ ............. ......... .. ...................................... .......... ...... ..............I........... ........ ........ ... DATED: OCTOBER 19, 1955 ......... ... ............. ........ ............ ... .. . . .. ....... .. . ..... ... ....... ....... ...f.......................... ....................I..,..........................q....f.l...�....,......,..'....�...,.,....................,... ............,..........,...........�............ .................... t............................................................... ....... r ..................I......................... . ........................................................................ ...... co : ". ............................................. . ........................... ........................ ....... ................... ................ ....... ........... .. ........ . ................. ........ ..... ...r.......... ..... ..... .. . ... ... .. ................................................. ............................... ... ....I.. ... .................. rA ....... ........ .. .................... ........ ........ ................I........ ..................................I....................................... ....... J., ......­..... ....... ........ ........ ............................ ............................... ......................................................................... . ...... ....................... ............ .. ................. ...................... .................... ......... .. ... ..... ........ ........ .... .. ............. ... .. .... ............................. A19 ....... .. ............. ....... ................... ........ ..... ......................... ........ ... ..................... ...... .... .. ...... .. ...... . ........... .... . ........... ... .. ..... .......... ..................... ...... ......................................... SPEC TAL 'r- " "I "TIONS FOR THUS SUBDI11� v. . .............. ......................... . .................... . ........... �q;.,,,. ... ................................... ......... ........... ............... ......................... ....... .............I....*" .... f .................... ............... ..... .................. ....... ... ...... .. .. ............................. ac.r. ......... ........ ...... ........ ALL HOUSES IN THIS SUBDIVISION ARE ........... Z ................................ ........ ................... ....................... ........... ........................ ........... ............... ............. NI?O ........ ...............I............... ............ ........ ....... ....... ..................... ............... ........................ TO HA VE EAR TH TONE EXTERIOR COLOHS w z ........ ........ ........ ........ ... STONE Pq. ........... .......................................... ..... .............. ............... ....... ....... ...................... ... ....................... ...................... .......... ................ A10 WHIE OR BRIGHT COLORS ......................... .. ... . ...... .................... . ................... ............ ................... . ............ ........... Ob .................. ............... .. ............... ........................................................... ........ ........I..........................;... .............. ............. ....... ... ..... .... ...........-................ ..........*.*................ ........................... .. ................. ........ .......... FOUNDATIONS SHALL NOT -0 ....................... ......... 2 . Th TOP OF HOUSL ....... .............. ....... .............. ... ..................0.. ..... ................ ....................................... .. ......... ... .......... ......................... ....................................... ................. . ........ ....... ........... .......... .... ....... ............... ........ ............... . .. ................... ......... . . ....... ................... ....... ............. ...... .................... .... EXCEED THE 460 ELEVATION CONTOUR AS .......... ...... .. .................*.::::::::::::::::::::::::::::�::[:::: ........ THESE SUBDIVISION DRAWINGS,, . ............ ....... . ..... ... ................. - I ....... ........ ... ....... ... .............. .......... ....... ........ ................ .. .. . ........ .......... .. ........... ........... ........ ........ ..........I........ .... .... . 3 . NO M`IIANCES ARE TO BE GRANTED IN Thl ................... .... ...... . . ....... Is ........... .. ................................... .......... ............ L ..................................... ........... ................ ...... ............ ....................... SUBDIVISION FOR THE 40 FOOT HEIGHT .. ............ ..... .................... ............... ......... ....... ......... ........................ ....... RESTRICTYON,. ............. .......... ............ SURVEY LEGEND: ................. ......... . ........ ......................0 IPF IRON PIPE FOUND ...... ......... .. ............... ............ .......... 0 IRF = IRON ROD FOUND OT OCIRF = CAPPED IRON ROD FOUND ........... .................. z ...... ....... ... .. ... ....................... ......................... ...... .... ....... .. . ................... B ............ .......0 C.M. = CONCRETE MONUMENT FOUND ....... ............... ................ ............ ...................... OIRS = IRON ROD SET/T0 BE SET DD C>c>C>C>Cx=> = STONE WALL REMIANS . .......... N', ....... ........ ... ...... .............. x - = WIRE FENCE REMAINS 620 RESTRICTIONS z ca., UTILITY POLE ................... ................... .. ........ .... .................... ...... 0) ... . .... ............... C14 WARREN COUNTY D.P.W. ....... ... . ... wv .............. . .............. WATER VALVE 5190 Ilk 580 ---- 590 0 0 0 UU) 30 Cn NO CUT/NO DISTURB L A 1!11. V6 0 5611E 550 55 540 ....... SEE DEED ZONE f530 RESTRICTIONS -4 520 39 LEGEND 510 BM )0 v I AREA OF SLOPES OVER 25% R.R. SPIKE M IN NM 4 387.90 W�n [-Erb n'T AREA OF ACOE WETLAND /74t .6 0 490 P WOODE 44, 0 &1-4 E-4 .................I '-'-505*2 1'247 V-1 ZONE FRONT SIDES REAR LINE TABLE i SR- 1A 30 , 15, 20 ' LINE LENGTH �46�BEARING 13UILDING� RC-3A 50' 25' 25' 0 5E A K!j is c Ll 82.00 WR-3A 30, 251 25 L2 182.26 L3 58.08 --o w 1W L4 84.To N8203�'48" o4 .00 430 DENSITY WORMA TION L5 179.00 )6%4 14811E r,-, 11 67.001 S8405 7 SR- 1A TOTAL 29.01 ACRES LESS 1. 11 ACRES OVER 25% SLOPE PROVIDE 2W VADE A- -.- ..... ..... 2 . IRS 118.421 S 2 4 0 2 3 EASEMENT FOR WATER--. 0 SR- 1A USABLE ACRES 27.9 27 LOTS L7 MAIN MAINUNANCE 15.9 E vo Qc 04 LOT IR 400 1 7 WR-3A TOTAL 2.46 ACRES 420 LESS 1 .50 ACRES OVER 25% SLOPE L 0 T 014 WR-3A USABLE ACRES = 0.96 0 LOTS lu 17 0 BM 14.R cv) LOT u-b a- = I i,03 MICHAEL & MICHELLE RC-3A TOTAL 190. 70 ACRES Q LESS 126.42 ACRES OVER 2596 SLOPE N.A.P.A. R I ELEV.-385.94' 1 24 zv 0 LESS 0.89 ACRES INETLAND 00 T LOT z 14C 0�_ WR-3A USABLE ACRES 63.39 21 LOTS 0 0 0 :53 z -A 5 LOT L�� MAY 7, =7 L TOTAL PERMISSIBLE DENS 1.5 ac 1.15 ac OWNERS APPLICANTS I - 25 1 41.M. "I il ,j is-zi T'-2W CIRF 0.01 PF 400 C.M. Z , IR COR N BM ROAD B; ROAD S N.A.P.A. N.A.Pi A. S-V MOUNTAI ELEV.=393.29' ELEV.-397.7 \NEST BM N.A.P.A. DATUM: U.S.G.S. ELEV.-412.21' CONTOUR INTERVAL aiwr 2 cw�r MEMO P HASE 2 CERRONE D??? DWG. NO. 05026-Sl 151-1-4.1/315.05-1-1 ENG. JOB #46214 Q. I F�o 0 49 212.Go, rNwo� _g l'iCj W�w� O O O R QZ r> N nz I <2.10, 1 I (\ ' g as p=z$$ F O :ri•....... �tli - I I W ` pi•. W wwci]MgS -' _ a MAGNETIC 1999 ( o c rw : I (R q I Cl- Il V W Q V! W Q O N w~ W U 3�n 6LIJ cn (fit r W sn I l\ io �. S o m 1� { � ' ( I I ( I � °�° IICIOIv I Cl) rn I JI _ o, c + ( � (y) J Il I { { ( Q z I JI 0 NO CUT/NO DISTURB I I J J ( I I J ZONE -- SEE DEED ' { CD RESTRICTIONS NOG020G I 1 { - -- - _ _ 5 704.32 JJ I - - - - - t - J35.76' i i - 200 p CY IRS I A L1 t�0 Od ♦ { I I I I 1 .� / ' �y 00 LOT >4 APROX' VA ER DIS v I �1° �; I I I ' ' I BouN - - 11 '''� 19 � 0 T P z w z ® I I D4Ry / i - CDT z i U( LOT +- �, i LOT i w I I // // -il 1 -� -\\ \\ ` 1 i .0 LOT ♦ { 2 {- rr, 1 3 + I I w I / / I ---< \ , ` - 2 0 \� / 1 ♦ I ( 3.12ac I I I m / 10.52ac I 10 { 15.86ac It O ' ' m I ®1 I I , � I LOT '� � o // .h I 1 , , �� 21 . � � a � � I 15.86ac I �- � I LOT / �°� �h/ I 1 I ;%, \\ \ � , �; { 1 0 I f I { I ro n 5 / h0 h�' / I 1 I v �� I i W z 37.67ac // �// II �2 I \\ \, 1 1 U� 1 �`� I { O♦�� I1 I I 1 I / // I �1O III '''%i \\ \ \\ , "� 'L1 w b 11111 CIS 50502 12411 ♦ � I II I ' I { // / I �1 I %;' \ \\ ' 1 W b b �s 1 2,47' 1 ( S°A. ® 1 I 1 I I 1 // // I 1Fn a -�'•��\\ I + �7®® I I I I I // // I 1 I � �//��//��/ \\ \\ 1'` ` 1` I ,;I � •� w � ,I' I I 1 I I I\� _ _ I L - _ - _ _ - JI I ♦ I _ _ - +1 I 1 / / II 11 I Z PERMANENT WOODED BUILDING` MONUMENT MONUMENT 5.01cc L=42.70 - J x x \ SETBACKS R=2 5.00 // K-275.00 200.00 - // I 1 \ \ ( yp•) \ i 2�50° ALPINE soy°Oj 00 228.8G' 1�0.00 L=7G.2G' II i I \ \\ \\ 5,. 1�E 4 w R=70.00 I l� O T r \ ✓� z�5p0 G8.38' 150.00' N05°2411E 11446 �_ , I 1 I ''' 18 - -7 - - 150.0 ' DIIVE L=25.4I ' I - �_ 150.00, R=25.00 - _ - _ I 1 I \\ \ rtr'''► 28.G9' I 1 -1 j- _ - - _ 122.94' 3 I i I { 1 I - _ - - - 1--o�_s� =oop' RC _ 3q ,,l _-:___ _ tea � L=39.40 { I �} \ 5 f/ „ � -- - I / r c \ R=25.00L=9.92' { r _ L=5G. 15' - ®2. 1 g� 1 '' ,,,. o' - 1 A .c� PROVIDE 2 0' WIDE \ LOT 1= 1 {= I LOT I I 1 I I I - R=2 5.00 %o sp80 1 9 82, - , - - - - I LOT I - LOT = I R=25.00 _ ( 0 ,� 2734 _ - _ S EASEMENT FOR WATER \ \\ 13 12 r N 11 I I 1 - i I 1 L= 107,02 \ i ' soy°27'3 25p:OO ' ' ® �' _ _. W 1.58ac F� �' � �I mil � � 1.39ac I I 10 I- [�. += I R=25.00 � �____ 4 / ,,.. e � .._ ._ _..,.__.______ MAIN MAINTENANCE o \ 10 1.24ac 1° �I I I 1.56ac 11 �I LOT I ( LOT I ' S Spg027,3 1 / / LOT I° m1 1.o ac PI I LOT �\ + IPE �� IR 06 37 E ,� Iiii 1° 2 3 �--- o z ,� /��;�i ,', ✓ I- -! I I I 1.32acLOT I % _ IS NO 6 ZON 'E p ° ' � LLo I 17 I ; oz LINE TABLE /i 2 Gf� .8 i 89'✓ %����� S G 3'48`'W/ _o _ '�� - L, O O N }- LINE LENGTH BEARING 69 / �/ / I_ _I50.Q 348 �V -� / C� _ O T �1 U n Q 3 2 - L 1 82.00 N89 05 37 W � R I - - - 203.2 f 3 48 W, s -0--= �; ._ �� Q z l.l.._ C� I O � L2 782.26 S08°55'3T'E IRS ! ✓ ,gym I 18.54' `� 1 13.5 f OG 23 48"W 0 V5 \ Z C}_' I I (2 `1- I N z � _ I r- 7_ Li_i L __ __ __. _ 1� L3 58.08 S24052'28"W \ 10 I 1 - 36.5 ! ' z � - ------ ___ __�.__,_._s. w I ' N �J I- I 1 co -1 ® I - ' ° (I) Z m L4 84.00 N82034'48"W - L5 179.00 S18°42'42"W ��? I LOT LOT I- <C _I r ° I 0 T ! ►-a 1_- - __- - 00 z S L6 67.00 S84056'48"E z 14 1'° { 15 I� - I z (� I ►� I - -\ T - ;I z Q L7 118.42 S24023'55"W 1.59ac I 1.15 ac Iq I Q (Y] 00 I 16 I r- L 0 T ---� L-i orY I I I 25 � p -21 I I o�C.M . Y 250.Og� _ _ I I IPF a�IRF TH ROAD ' o xQ 59® . 2� ° 17 ' 3 E N T AI N R O AD Date: NOVEMBER zoos OWNERS / APPLICANTS BM iw B M S 0 7 - ---_ _q WEST M O U Scale- 1" -100' Cerrone Builders, Inc., 51 Oak Valley Way, Queensbury, NY 12804 �� \ 0 N. A. P. A. Kathryn Kennah, 405 SW Jefferson Circle, Port Saint Lucie, FL 34986 IQ N'A.P.A. ' 21 William S. Joslyn, 760 Corinth Road, Queensbury, NY 12804 ELEV. = 393. 29 E L E V.= 397.73 rn CS'_.2 TIVCynthia Bishop, 37 West Mountain Road, Queensbury, NY 12804 ' NEVJ YGRi<STATE DEP Glen Falls p' rict lict NT Offic e FICAi_TH f e DATUM: U.S.G.S. SHEET3OF11 /� Refer to first sheet for appr�ed date and signature. CONTOUR I N TER VAL = 5 FEET PHASE 1 PHASE 2 CERRONE DWG. NO. 05026-S1 151-1-4.1/315.05-1-1 ENG. JOB #46214 . . . . . . . . . . APROXIMATE WATER DISTRICT BOUNDARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E ( / i 1 I r � r-: 2-1-.50�a O , \ `. \ ! y ,,/, / !� / / �.,., \`\ \\\ .\ :� ._ \ `�---�'- - -_ _ _ - __ __ - \ \ -'- mot_®T � � ' -• _, , /j � ( __ _ _.. -`- - __ ._- --- _ � - -� -__ --_ ___ __ -_- O ,.,� O •.. 4 _i \ / \ \• Lu 23..31-ac \ \ _ ` �/ --`� __ - L_ - i \ \ - _ \ - --'f ( _ ( z it t \ \ L S _ �I�S � _ r _ E ' '�. U B ITT �'T _--P A-0 F�� �� _LOT , \ . , _,_ \ \ - , \ ; , y - _ r - --- __..,..�_ ( _- --- ( _._._.._-- 22.�8 aC ( �j , _ RP(__SS� f1L�Y ( .� ' / i •' / /; � i '; i, , ','' !';,r r';i,r , \`\ \ \ \ \ `\'.\ •.\ \ - \' _ _ _ — ._, t .` __ / % _ __ --- - f _..._ .-. _ -- __ --t N � � ca .- (0 } / r f L - - - - - _ -A # \ 1 f j ��i�i►�(Tf :°`C`�� i L — f— — -• •.. \ / \ f ( / //a * GAG`' WOODED i, J' i/ ( !!/ ,/ ILO / ' \ ( TP TP �I / j ,i / :' r',/ / / : ' /` , 6 24 Cdc / \ ' \ # PRC 10+ 4.P NEW HAPLY Cn m Boa so an \ cat C' 02 j ! rert east ewe eea ( ti.4 0 .-e !„e t - r ON �I //i // J`, ; \•_ f `\ \\ \ , 1 q 4�0 o0 22 / / �\� tm trru °� # on 4 i U f 4 74 1% I.( / , �/ j// %/ i�/-= % ; �\\ ` \ \ � C�t J�� ^ / I � �a �►�' 'ts' OR / GAP i..i a «� R j was BLOCK/ ` / \\ > , ® tees THRUST \ iz I m+ }r / 1 �! J / �~ BUILDING / eao sae ` ` -- /i .L ! i / SETBACKS / 1 00 � w o twot.. / /` / � T ` � � � taa h `•-- pq on go TP Cr Cr 00 DW#4 i SEPTIC SYSTEM NOTES: - - _ - - - - '^ _ _ _ _ _ _ _ _ _., �/ o o SEPTIC SYSTEMS ON LOTS #2, # # i / / ,�1 0-10" TOPSOIL ,#9 0-6- TOPSOIL J17 0-7" TOPSOIL Z 4 � a 1 13 & 18 SHALL BE CONSTRUCTED A5 ( /' / / ` L�'�' 10-31" GRAVELLY LOAMY SAND 6-31"" LOAMY FINE SAND 7-21" LOAMY F/NE SAND W 10 SHALLOW ABSORPTION TRENCH SYSTEMS AS DETAILED ON SHEET S-10. \ 31-TO VERY FINE SAND " / 31-68 MEDIUM SANDS p 21-42 VERY FINE SAND SEPTIC SYSTEMS ON LOTS #8, #9, #10, #11, #12, #16, PERC. RATE = 0 MIN- 31 SEC 70-75 MEDIUM SAND 42-72" COARSE SAND r� #17, #23, #24, & #25 SHALL ( / / / / \\ rA 1.16cc , MOTTLING AT 70 INCHES PERC. RATE = 1 MIN- 21 SEC I BE CONSTRUCTED AS MODIFIED SOIL ABSORPTION SYSTEMS AS DETAILED ON SHEET S--10. { LOT ' � / / �� 1 __ r 20 ,#2 0-8" TOPSOIL PERC. RATE = 0 MIN- 23 SEC IL> � FILL FOR THESE SYSTEMS SHALL BE CAREFULLY SELECTED FILL MATERIAL, WELL / » , 1$ O-9" TOPSOIL w _ 8-23 LOAMY SAND W/SOME GRAVEL 0 0-7" TOPSOIL » ea GRADED LOAMY SAND, OR WELL GRADED LOAMY SAND GRAVELS, CONTAINING A ( 4 / / i 23 76" MEDIUM SANDS 7-29" GRAVELLY LOAMY SAND 9-23 LOAMY SAND ., Z m •-• AND NO SOLID OBJECTS J 1:63 cc f 00 " 23-46" MEDIUM SAND W/SOME GRAVEL r i MINIMUM OF 10q�SILTS OR CLAYS, NO ORGANIC DEBRIS, / __ PERC. RATE = 0 MIN-- 16 SEC 29-66 DOMINANTLY MEDIUM SANDS » 0) LARGER THAN 3 DIAMETER. IN PLACE PERCOLATION RATE OF 5 TO ( - t \ � 46-54 VERY FINE SAND N 15 MINUTES. COMPACT FILL IN 6" LLIFTS WITH LOW GROUND PRESSURE / ( _ 4 - PERC. RATE = 0 MIN-- 31 SEC 5OT74" COARSE SAND } � _.- t ,,�3 0-7 TOPSOIL " MOT2ING AT 46 INCHES TRACK MOUNTED DOZER. IN-PLACE PERCOLATION RATE SHALL BE VERIFIED j f _ _ t 7 23" LOAMY SAND W/ SOME GRAVEL #11 0-7 TOPSOIL PERC. RATE = 2 MIN- 19 Sec BY ENGINEER AFTER PLACEMENT OF FILL AND BEFORE SYSTEM IS INSTALLED. { 7-21" GRAVELLY LOAMY SAND j ( 1 ( � t✓ - - � /� -- - -' ` 1 23-64" SAND W/SOME GRAVEL ` ( PERC. RATE 0 MIN 21-5i5" SAND AND GRAA VEL 35 SEC p �19 NOT USED I ALL ABSORPTION FIELD LATERALS SHALL BE INSTALLED PARALLEL WITH EXISTING I - - 55-72 FINE SAND ` GRADE CONTOURS AS MUCH AS POSSIBLE. WHERE FINAL GRADE IN AREA OF FIELD J - 1 ` - 1 Doi(_, + 2 27 --�` 14 0-7"" TOPSOIL PERC."RATE = 0 MIN- 21 SEC ,#20 0-8"» TOPSOIL !i I 7-22 GRAVELLY LOAMY SAND 2 0-11 TOPSOIL 6-15 SUGAR SAND WILL SLOPE, STEP LATERALS DOWN, FOLLOWING SLOPE OF FINAL GRADE. __ r " " ( '^ �•� � D,�,�r6 � 22-73 MEDIUM SAND 1 J-26�" LOAMY SAND 15-22 LOAMY SAND PERC. RATE = 1 MIN- 5 SEC 22-32" MEDIUM SAND 26-78" MEDIUM SAND W/SOME GRAVEL 32-46" MED./COARSE SAND W/ GRAVEL WATER MAIN NOTES: { - / ( `.`��b I } ,s q-fo" TOPSOIL PERC. RATE = 0 MIN- 37 SEC 46-90" COARSE SAND W/ GRAVEL & COBBLES Ilk ( } 3: 00 J LOT 10-28" GRAVELLY LOAMY SAND SUBSTANTIAL ROOTS TO 68- NO MOTTLING ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE WITH AWWA ( r ( 24 28--4s" MEDIDUM SAND w/ GRAVEL #13 0-910 TOPSOIL � C-600 AND WITH THE DESIGN & CONSTRUCTION STANDARDS OF THE I } 1.13ac 49-64" MEDIUM SAND 9-31 GRAVELLY LOAMY SAND ,#21 0-5" TOPSOIL � 4 TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE ( I J C PERC. RATE = 6 MIN- 47 SEC 31-701" SAND AND GRAVEL 5-16" SAND & GRAVEL FILL I i° WATER DEPARTMENT PRIOR TO COMMENCING ANY J NEW HYDRANT ! { � ' 70-80" FINE SAND 16-23" ORIGINAL LOAMY SAND CONSTRUCTION OF WATER UTILITIES. i= __� - _ ASSEMBLY I #6 0-8"p TOPSOIL PERC. RATE = 2 MIN- 21 SEC 23-33p SAND & GRAVEL - LOOSE ' _ - - ...._ _I ) � 8-24 GRAVELLY LOAMY SAND 33--45 MED./COARSE SAND 0 :1 [ WATER MAIN TO BE INSPECTED BY WATER DEPARTMENT PRIOR _ \\ - ^ La I 24-71" SAND W/SOME GRAVEL ,#14 0-100 TOPSOIL 45-90" SAND W/ GRAVEL & COBBLES Cy I TO BACKFILLING. -.- \ TP I -- -- - - - � PERC. RATE - 2 MIN- 57 SEC 10-30►" GRAVELLY LOAMY SAND SUBSTANTIAL ROOTS TO 65 CamC. ,, I 1 30-78" SAND AND GRAVEL MINERAL STAINING ® 50 - NO MOTTLING 4-4 Ew4 THE WATER SUPPLY AND DISTRIBUTION SYSTEM SHALL MAINTAIN _ # 2 - - "" / 0-7" TOPSOIL PERC. RATE = 2 MIN- 19 SEC ; A MINIMUM PRESSURE OF 20 PSI AT THE FIRST FLOOR LEVEL OF '~- -' !' ` _ - - - - 12 ( _ _ - - 7 22' LOAMY FINE SAND ,#22 0-12" TOPSOIL ! ALL HOUSES WITHIN THE SUBDIVISION. ( `\ { - '} j 22-68" LOAMY SAND- FIRM 0 32", #15 0-12'p TOPSOIL 12-21 M LOAMY SAND & GRAVEL 12-291 LOAMY SAND 21-28 COARSE SAND & GRAVEL {_ MOTTLING AT 32 INCHES p p ALL INDIVIDUAL WATER SERVICES MUST BE INSTALLED TO THE FRONT J• J _ i_ -- -1 PERC. RATE = 1 MIN- 23 SEC 29-78 MEDIUM SAND 28-55 MEND COARSE SAND & GRAVEL '� PROPERTY LINES PRIOR TO THE DEDICATION OF THE SUBDIVISION ROAD ( \` '� _ PERC. RATE 1 MIN- 34 SEC 40-10 " SAND & GRAVEL NDCOBBLES h1 AND PRIOR TO ISSUANCE OF BUILDING PERMITS. I __ - - �2� p 55--1TA MED./COARSE SAND .\I �, , } '\ ` _•. ,#8 0-T" TOPSOIL ,#16 0-8 TOPSOIL SUBSTANTAL ROOTS TO $0 ''C3 CQ \ 7-25" LOAMY F/NE SAND 8-25" LOAMY FINE SAND MINERAL STAINING ® 52 - NO MOTTLING 915 25-73" VERY FINE SAND 25-42" FINE SAND O J -J = - - _ r + r \ 1 MOTTLING AT 45 INCHES 42-63" VERY FINE SAND p PIPE LEAKAGE TESTING & DISINFECTING. I ' - I J LOT S PERC. RATE = 2 MIN- 40 SEC MOTTLING AT 48 INCHES ,#A 0-15 " TOPSOIL 2� , PERC. RATE = 4 MIN- 53 SEC 15-22" LOAMY SAND & GRAVEL WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH AWWA C600 I 22-40 MED/COARSE SAND & GRAVEL '- TEST PITS TO , f9 BY CHARLES H. MAJNE ON 5/J1/g6; WfTNESSED 8Y THOMAS 40-60" MED/COARSE SAND " J �I ' ---_ - aa6 � I _ 1 1.16ac I -SECTION 4, AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD ( �- / '', \ , I� \ - i 1 NACE OF NACE ENGINEERING & VINCENT RAPACC(UOLO OF NYSDOH PERC. RATE s 1 MIN- 1 SEC .� OF 2 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA C600. �_ _ J -~` ^- 1 f- _ PERCOLATION TESTS BY NACE ENGINEERING, P.C. ON 4126 & 4127107 WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE ( ®-� __) �� 1 �`J \ TEST PITS #20 TO #22 BY NACE ENGINEERING, P.C. ON 9111107 o-1o"" TOPSOIL WITH NEW YORK STATE DOH STANDARDS AND AWWA C651--92 PRIOR ( I TEST PITS & PERCOLA77ON TESTS ,fA & 08 BY NACE ENGINEERING, P.C. ON 9/10 & 11/08 10-27 SILTY LOAM TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION ( '` rs _ I s I 11V00DED �\ `\ �� �, c 27-41" MEDIUM SAND & GRAVEL CONTAINTED IN AWWA-C-651 MUST NOT BE USED. ( 1.04ac - ,.J - °� ',(__ l / �< `- LEGEND 41-52" VERY FINE SAND ENGINEER WITNESS PRESSURE TESTING. r ( I �` =_ DVli!8 \ /_ __ �` 52-70" COARSE SAND J ��' ^ ` NGIN ER TO WITH LOTS #17 & 26 SHALL NOTE �'�� J ��� \ v V i i \ �. �c \ ® SOIL TEST PIT LOCA 770N PERC RATE = 2 MIN- 36 SEC 1 HAVE DRIVEWAYS DIRECTLY EXISTING GRADE CONTOUR ACCESSING CORINTH ROAD �� 1 \ \. -== 1 FINISH GRADE CONTOUR cif=�v YORIt sTATE DEPARTMENT OF F1AL111 \ 1:7W#1 G \ _ _- -�-� �-- 't�1 o�� t n---= � NEW DRYWELLS W/ EQUALIZATION P/PE Glens Falls District Office i F �^ { m OU�-�- i\1 Refer to first sheet for approved date and si n� L_ -- '`;,; o \ - _ . .^sg�-=- f ��jC � I -_- NEW 12" HDPE STORM PIPE dI - ! VVC. 9 ure. E T DtSTANGE -"'" CLASS 52 CLDIP MEETING AWWA MAY 7,2Ot>r! --� :• ,-- "" pj� pd NEW FIRE HYDRANT / VALVE ASSEMBLY SPEC. C150 & C151. PUSH-ON 00 / S07 41 C " JOINTS COMPLYING W/AWWA C111. 1"-3O' I --_ , DISTANCE ..�...�,.�. NEW 6 CLDIP WATER MAIN FITTINGS TO BE MJ COMPLYING j SIGN ' 555 (VRU IN-ER5ECT1111 I ALL PUBLIC U1IUTIES SERVING THIS '°"'+� NEW 6" WATER' MAIN VALVE' W/ AWWA C110. INSTALLA77ON TO O� f�/�/ �, ` wvwv CONIECT 70 EAS1VNG SUBDIVISION SHALL BE INSTALLED BE /N COMPLYANCE W/ AWWA C600. , r,', 18 DIP WATER MAN WITH UNDERGROUND ,-- - - -- - PROPOSED INDIVIDUAL SUBSURFACE 16»X 8 TAPPING SIEVE & VALVE f SEWAGE DISPOSAL SYSTEM INCLUDING 509 REPLACEMENT FIELD I FIELDS TO BE INSTALLED Wl TH 7R?ENCHES DATUM = U.S.G.S. SIHEET4orz I1 PARALLEL WITH EXISTING SI7E CONTOURS CONTOUR INTERVAL = 2 FEET cERRONE D??? ` DWG. NO. 05026-S1 151-1-4.1/315.05--1-1 ENO JOB #46214 __ I �_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • -- \ , , / \ �' - / �\ \ - \ \\ \ \ `\ _ \\ \ \ \ `_ `` \ \ \ \ _ w_ _ _ - - _ % J __ - �` _ __ _ - �j / i rr r j APRCIXIM i \ \ _ __ _ \ \ \ \ `- \ \ _ ._. r r / �R Df -STRICT Z - ,_ w LEGEND `\ \ \ \ \ \ \ _ _ __ ` \ \ \ `. _ — _%`" — -- .raj '" !-- ('`'�- _ I_. pir- t l \ .,,` '`` -- \ ~\ \ \ \ '\ \. \ '\ `\ \ \,`\.` l,` .I� - ._.. .-_. .-,,_. _.. �'__.- 1-.. -.�;.,..- r-^•''-'_"",-.-:'-rf ✓-.`�•~�`" ,-/. _ -:-�-� .-__ ~' - !-�".•, rr is !./ f rJ -' �"� ,_ p ' \ \ \. ``\ \ �\ \ \ ` '\ \ __ -_. ._ - - _ _ _ .r -""""_f- -..._�_-.� _ _ _ _ - %' .. - - --__ _- __ SOIL TEST r PIT T L OCA noN Z in �' \ �. _. _._,_ ._,-, -- , ,\ \ \ '\ \• `` \\ � \ 1"'-•`` _. ____ y.._.--•-__•- L..:---- ~!` .._ I/ r" "' '_ "_ '-'�-""...r" "r!'"'•r „'. r '� ._-•I--` � co '^' s+. \ \. \ \ \ _ . -- - \ \ \. \ �, , . _ _ -t.___ _ .�' _ . _.I.. . . _. ..� _ !_ I --_- EXIS rING GRADE CONTOUR � � � � \ \ ,\, \ \� - \ \ - - _ T -- __ - - -- C - at a' '\ __ __ \ _- ,-._. _ _.. I - __ FINISH GRADE CONTOUR v Lo \ \. _ _ _ NEW W O\F \ - - - DRY ELLS W E UALIZATION PIPE , 4. .. \ _ v-. -, \ a \, .- �., __ _ __ _. .__ ___ .-_ . _ -- _:::1_I _ .C- - --- _. _ - _ __-_•_ NEW 7 H P P P - - \\ _ _. .'. \ ;\ .�` _ _ _ 2 D E STORM / E RANCOR SUR LOK OR EQUAL t,� W \ \ \ \ \ \ \ �., �''` \I .-. __. -w- -�� __ _ _ .__. __ �.. _.-_ .r - _- F i \ \ \ \ \ =' - - _ "`� -' - -- __. __ .__ _.- -_ --' -_ pq NEW FIRE HYDRANT / VALVE ASSEMBLY CLASS 5 \ ,, -� --, \ �\ 1 _ _ _ ,_.�� r '' _.- _ _ _ 2 CLDIP MEETING A WWA a SPEC. C150\ \ \ \ \. \ `\ '� '\ .r.-, - `- __ _. _ . . _ - & C151. PUSH-ON \ \ 1 ; ''I `: - .- - _ - � _ - _ - - _ --- �...w..e. NEW 6 GLDIP WA -=7' ` _._ _ __ _ ._- __ -.. --. r I_ TER MAIN \ \\ \ -\,� \ \ t :-� \. •\ I J y.. _ _ - I -I-- ___ . JOINTS COMPL YJNG W/A WWA C 111. 00 % \ \ \ \ \ , -__.__ -\, \ \ • - -._"-- ___. _.._ _ _- --._.. _C ___, __ _ I _ _._ .(_. _-_ -- ' _ _. - _1- - _ � NEW 6 WA TER MAIN VALVE FITTINGS TO BE MJ COMPLYING s o \ - \ -.� — r - , ``� _\ -= _ _.�I--- --- . 'I _I... - _ __ - _ - -~ ''`" 1 -' I W/ AWWA C11(7. INSTALLATION TO ,� \ -_. . ___ _ \ 1 ( \ \ _ - _ _.- ._____. _ _ - -- _ BE IN COMPL YANCE WWA C600. L - ,__ 04 '\ \ .\ \ \ \ \ \ . - =- -. �, __. _ _ -'� - - -- r` _ .. __ _.. _ _ _ _ ROPOSED INDI VJDUAL SUBSURFACE _ _- _ _ "_ _ \ ,\ \ �w- , ! \ , \ - -... __ . _. INCLUDING ; _.. _ - ^ - _ _ - _ -__ _- _ - r -I- � SEWAGE DISPOSAL SYSTEM r- _ _ ! ` \ \ \ 1 - .'. --- '\\/,� - - f:_. `- . ��\\. ' `\\."7� { ___ -- ._... - I- 1 - 9' PLACEMENT FIELD `\ _ _ L{�T \ \ - — �\ \ --- - - __ ._._ __- - - _ 1 _. \ L. \ i r \ / _ ,, I - -I LOT FIELDS TO BE INSTALLED WITH TRENCHES -6. ` L \ \ \ �_ ;\\ i/• //% \ ` \\ Ll� ! _. �- " --- ff�p PARALLEL WITH EXISTING SITE CONTOURS j \ \ -_... \ / ". 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VALVE I I ( - L,I �\, _ ,� I - __ -_ - -- - �,�w -_ I ��� _- I 3 .t \\S oEralL BELOW I I I I\ I - \ I LOT _ - _- _ _.._ _..-_ ._ -_\,__ - ---- I �- `� I' LOT' .- N-- - I �` ,' '' \ I I -) I I ,_ 10 - 1.6%c -f- _ - - _ _• _ _ . _ _ - �~ _ M I I - - _- \' LOT I - _ -- _ _ --_,_ - _ _ \ I 1 I I I\ ) I `I 1.32ac �� L. _.. _ , \ I ) I ) 1.56ac I I _..._. ____. - -.___ -''=_- �� 1.85oc.. i r -., _ - - --_-._-_..___ _. .._. _ \\\ II I I __�, I I 1 I _.I I - -`. _ - - _ 101, - - C r \ � - : I . _ \ \ i1 I `, I ,.. . I I \. I L __ _ I __ _ - " ,.,,-f4 / I i „ 8 45 BENDS BM I I . W/ THRUST BLOCKS N.A.P.A. \ j I �` / I ; ( \ I - - __ I I \ \ . \ . �... _ / _d ?� I ELEV.-385.94' \ °� ( \, _` i I — - `j L= --_ r\o ,� \ M1 ""'i� ' W __ [ kr, \ _ I __;I— I � I I \ �ram-- � — __ • FJ \ \ \ i- r - I ''� E �p."" '� 0 �D I j y I 6 I - _ -- - �° v v _' I \ u ENT FOR w \ ( I ( I f I _ -''= _ • �� — _ \ \ \ I \ I \ I �` 11 I -1 _ I ; ., WATER MAIN \,_. \ Ii I I I ) — _ -_._ _I I fit. 3 \. MAINTENANCE I I ` I � `` �' X / WO D ' \ _" _ .'_r \ ��1 >,\ \ /'\ I I I _ Y — M s� I LOT _ _ -�- / �' f--- _ -- _ A I4 eell a top ��. \ \ I_--••-- I I I 1.59acl , • . r J^1 I t' /i - _- �i._ _ ` H � co • � I / I i 2 �11 i �z� '� \ \ I I _ - - _ _: LOB -- — ___ w z do � 8" 45' BENDS - - _. `\ t_ / I 1' I ��• - . W/ THRUST BL[]CKS "� �g I E�gP� I 1.15 ac EXISTING tit �� e <' \ fs- I pM S _ 1 I THRUST BL®CK /:a r `�` \ _ `U, J90 _ 1 / .Ire 5�CR�'r- r I i f 1 { � r , "/ \\ '\ >3'°X 6°° RENUCER I / f ' I I ti 1 u,_,»m. / _ __. .__. __ (, *"/ ,� i_ T �iy NEW HYDRAN�` // -- -- � I � I 4 �� TEE & VALVE // ``'---- `�`' ' ' _ — - - _ I I � ( ' I _ _ _ ' / — ��"�` -- .�.. � I LOTS #15 & 16 SHALL ) � � � 3,�'�' nr�� -,--- _-_� — .__- Dato `"'.,, _.'__ --- - �---_ti / �` DRIVEWAY ACCESS I '� (I ' ,a�W EXISTING HYDRANT .r ) --_...�.,- TEE AND VALVE ­ - '\\ ` TO CQRINTH RGAD `- `- ~- _-1-- :___ — ` I I ��`fig EXISTING --== __ HYDRANT BIN C .�. 1 �I;.�' /l oR� Ro � t- —��L \ N.A.P.A• ____ ELEV.=393.29' D ' ' ---- `6 g L' . --_ , r ' WA. TER MAIN CONNECTION DETAIL DATUM: U.S.c.S. NOT TO SCALE NTOUR INTERVAL = 2 FEET �,,. cEaRaNE D`??? ..m. DWG. NO. 05026-S4 151-1-4.1/315.175•-1-1 ENG. JOB �F46214 - : _ .. _ _ _ I� . . rill.." 0 Y 2{i 14' l k1 Qa V. CL , 7.68 n \ \ I � 1 - 2V_ �' \ �`. � `;� li /// /.r - •"(`_ • __... _.- 121Z0--aC-""- 440 Z V OD Q_ \ / / 1/ ` 23.: 1. lad W CX un OWN- Nrim_T_y L-l' - IE "._` _•-� � �V i.� �\ �� \ N '�-- _ --' --- �.._ __' I iy^I EDANrHYIA_ ' -- �' 'I - Ah ; 0- -PURD S TH 1 .>�,L �:J� _ -Fw_�1 i t d0 1�.7 V "q -- -- - - 00 N -- _ 1 / `- i / /. l.. / / / / "\ \ \` '-\ \ - \' ` \ _- i _- ( - .V 8 a C. \ `� -( i 22 � / 4301 _-- , , \`\ , _. .. ( 1 -__ / ._.. ...._- �t y___._.__._-•__. ( ( \ - - {(s,,.._._..__......._._____-_._..___...._._ ( \, .",��~*� + { ` ' >> 'U,'fS.fy TP 30 WOODED fa .916 TP c(C / \ I \ # PRC p / i t B11IRw I0 ''. qdl / / _ 0 r \\ \ // _-_._. "1'>1 —;+t�.--•--_.._ t i_ + / / i i f •� D " " m as I ® m4 i1H1 ' �d ® vs co / / / f'. \ �� �t �nr ' ' 1P 1� Biif f�j f� �I! Y�1 �N \ \ 1 430 M w1 r sit Normelt no PM O \ \ {®i; gowoma \ G� �( /�� u�i °D / o �� � as ON no-�77 # 4 i n G/n so jaw so Own ( .+ BUILDING // \ - ^ - - J . - - / SETBACKS / DD so WO go M Cr 04 \ 00 DW#4 / — p c0 z 0 / I� I LOT 4z0 S /' // � /�'� / ���\'`\ �� ` SITE NOTES w M ,1.63 ac ( ' ¢ o° - 9-0 1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE 0) CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONSIBILIY N I - - -- OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF ALL UTILITIES WITH THE UTILITY OWNERS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING 9W5 c + 2. r - - AND CONSTRUCTION. 04 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS � MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. ( J ! 3i eo ( LOT ; 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES ( 1 1.13ac + i 24 OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. ! ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY 1 l BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION ! N ASSEMBLY ! � � BEFORE PROCEEDING WITH THE WORK. Q \ 5. AL! ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN \ \ GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE _ _ 416 2 ! ^R_ _ J NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. '� 4-4 410 ! - 42 ro ! T Nf �0 LOT LEGEND O� / 1 ` _ \ QL6T PROPOSED CLEARING EXISTING 7 'EELINE 400 ( 1.04ac\ I- W68 - SOIL TEST PIT LOCH 770N \ \ NEW YORK S'T"ATF DEPARTMENT OF ifEAtTH E'XIS77NG GRADE CONTOUR Glens Falls District Office _ -- FINISH GRADE CONTOUR Refer to first sPieet for approved date and signature. \ NEW DR YWELL S W/ EQUALIZA 170N PIPE \\ (_ - - - - - ` " - - \ ► __ �- .� �. .-- NEW 12" HDPE STORM PIPE ���� 1 SPEC C150&I C151 EnP SH ON _ NEW FIRE H?DRANT / VALVE ASSEMBLY JOINTS COMPLYING W/AWWA C111. Data MAY 7,2007 ( i a oo / 410 --a:---- NEW 6 n GLDIP WATER MAIN ��A WWANGS T C1�0. MINS�AL�A TION TO _ ---ca-'- NEW 6 WA TER MAIN VALVE "` ^' /� I ROAD! BE IN COMPL YANCE W/ AWWA C600. °k � wV� WEST M o 1 v I� • _ _ _ _ PROPOSED INDIVIDUAL SUBSURFACE " D�4 � Opp ��_- A -T SEWAGE DISPOSAL SYSTEM INCLUDING 507' REPLACEMENT FIELD '\ --- -- FIELDS TO BE INSTALLED Wl TH TRENCHES �\ �•, - - - - - - PARALLEL W TH EXISTING SITE CONTOURS DATUM = U.S.G.S. t� \ CONTOUR INTERVAL = 2 FEET CERRONE D??2 DWG. NO. 05026-S5 \ 151--1-4.1/315.05-1--1 ENG. JOB #46214 s N I Cd ter. \ \ \ " \ \ \ .\ .__. _-. __._ _..._ ... -- -`- --,_ _'- _._. - _. . -+-. - v� -.r-. .✓. - j _ . :-I .- :-- .-_. ._... `"' _ / /' / ./ / I/ ,!- '� -- -' _._ - \ r ? / l y•y. h- \ 1 W Co Lu - LLJ 37 laC.6 .._ \ \ /\ \ i' /i / _ -_. 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I 1 i ®� %I I - - __ --- _-- _. __.. _. - - - \I\, / I - .___ •% / -.-. 1/ I ! � y i �' I ,i ., 5.tT1ac_ ,.' ,- ��``�--� ,�:u�= - - WOODED.__ \ - - 417 1 ®� - _ I / / Z o^� UC�1\��,\ 416 TP 414 440 \ \ \ \ \ - ` _ L it 1 ♦ \ li Cn Cq co Go 02 # 18 / / \` '" `♦ \ \\\ ''S \ �'...ram ____ ` -- .-- ___ ._._. - ~_'_I'1--___•-"=-._.�.._._ (j - - ._,,..1 � --.. j--- _\ -- --- ---- ` _ .- �+! ,p , 1 �q Z77 \\ \ �-- � ��' -.- _-�•}/-` \ -" is `DW#22rn 1 - - - - - { ' Fl,.f�• Cr 111 W#22 am an TP am 45 6w TP 10 C'0\ 0/ \ #22 \ \ I \ \ ` \ -_.___ - - — - +fir e� p o � ' \ �' / \ i8 fY, LJ \ 1.58ac, I ( \ I I~ I I \` - �` - J _ _ ._ -•- - I 410 ' \\ \ BM `', I 1\ \ LOT _( \ \ -L-OT, I I \\ J \ \ ` _` ( - - __ __ _ (i _ _ \ I0-4 \ \ N.A.P.A. I I I _ - it `\� \ ELEV.=385.94 I \ �'� SITE NOTES 1.24�ac \ - 1 ( 1-.3Dac ( i~ -_� �- - \ \ -- - - __ -=_» - - - ; 010010-4 1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE s� \ \ I ( `\ \ ( hl ,~.I. 1 l~ ( 9 '' _ ' ` 1 I \ \_ __. --�-% _. _- I 0 P� �.✓ CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONSIBILIY \ 1 I ~ ' LOT_- -_ -- '" 1 ' - - _ _ _-\-� — � I I OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF \ J I (\ \ 1 IL \ L-O _ — _-- — _. _. __ _.. __ _._ __\ _ ;4 \ I 1 `\ '. 1 I \ I ► _ _ _1® ( I _ 1.07ac 1 _ LOT I 0 ! ALL UTILITIES WITH THE UTILITY OWNERS. _ \ I I - I \ I ~� -'I \ 1 _ - �__ __- - \'/ /\ - - _ \ \� -- �- - 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PRO T - \ I \ f ( 1.560c I - \ _ 0 j ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING __l__ — 0 AND CONSTRUCTION. f \ I J I y - _ - .- 0 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS I JI I J ; I I ( I ~ \ ~` I / = \ \ •! ,'�' -I _ -- cr MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. \ �' •( f I r. _._ J 1 I (_ �' _.. _ _ _1 1 - ._ / _- __- _ - - \ \ . /'"► /i I w 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES I / I ` ' --1 __ \• \ / ._ • OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY \ I I I _\ V BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION \ I ( _ . `� _ _�"" \'' \ I \ 0 BEFORE PROCEEDING WITH THE WORK. \\ 1 1 ( — ` -- ,.�_ \ - _ _ - :�,> -' — - 1 \ } H p...� y 1 I 5. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE \ 1 1 1 _ — — \ — / W D NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. \ \ \ 1CK i f \ _ — �.'i! r! ! / 0 I \ \ �' sE I LOT _ , - M _ _ _ _ _ _ LEGEND 75' 1 1.590 / = J J ;/�` _ _ _ I \ l �.; EXIS77NG 7REEL/NE \ `` ( I _ _ — i .. -• �,,� j/ \ \,/ j.// \\ I LOT I \ � ,� PROPOSED CLEARING \1 I IP \ / '� 1 \ 15 SOIL TEST PIT LOCA770N 1.15 cc f - - - EXISTING GRADE CONTOUR \ _ 390 � T s" --- FINISH GRADE CONTOUR NEW DRYWELLS W/ EQUAL/ZA77ON PIPE /// - y— ' ' / I JI04 r- — �' �'! I / _ -�---- _ � ,>� NEW 12" HDPE STORM PIPE - HANCOR SUR-LOK OR EQUAL -" -' ' ' CLASS 52 CLDIP MEETING AWWA _ I TP-- NEW FIRE HYDRANT / VALVE ASSEMBLY SPEC. C150 & C151. PUSH-ONDebv MAY 9, 7 JOINTS COMPL PING W/AWWA C111. NEW 6" CLDIP WATER MAIN FITTINGS TO BE MJ COMPL PING \\ �^ - - - ` f �cei� fi-w } W/ AWWA C110. INSTALLA77ON TO NEW 6" WA7FR MAIN VALVE BE IN COMPLYANCE W/ AWWA C600. \ ~'-- _ _ BY YORK\STATE DES C� \ Glens Falls stl iet Office'F HE i i _ _ _ _ PROPOSED INDIVIDUAL SUBSURFACE sM r is first sheet for approved date and signature,r SEWAGE DISPOSAL SYSTEM INCLUDING 1 m. . .� 507* REPLACEMENT FIELD N.=393. CORINTH ROAD ELEV. 393.29' - FIELDS TO BE INSTALLED WI7H 777ENCHES % `- I l L - -µ- - - PARALLEL WI7H EXISTING SITE CONTOURS DATUM: U.S.G.S. NTOUR INTERVAL = 2 FEET CERRONE D??? DWG. NO. 05026--S6 151-1-4.1/315.05-1-1 ENG. JOB #46214 1 i I ::.: t0' min. 09M a�.�ifiil.K -S.WtMEm REQUiRE 9113E Z 6.11 !. 40' min. ._ ,, ;_, , 1. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN 1. A STORMWATER NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO 8 cd , DRAW INITIATING WORK AND SPDES COVERAGE FOR STORMWATER DISCHARGES FROM THE SITE 4/ cd ;-,.:� O a�' STONE o o GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE C a �, �11`11= A� o \ OBTAINED UNDER NYSDEC GENERAL PERMIT No. GP-08-OL 1- Lr rt,,_,_., a � \ NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. (n (/) �� �� 2 PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL 2 THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS S-1 TO S-9, LU I" ' p z �' . 0 BLOdC .,�\ ONTROL FENCING AROUND THE PERIMETER (' Z' THE SEDIMENT C THE SWPPP NARATIVE AND THE STORMWATER MANAGEMENT REPORT. N O U j� r- OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND Nr+,�. aJ -' p• •••: ; p o AS INDICATED ON THE PLANS AND DETAILS, Z _. a>a ,�;1� t ti ;O•.•., !f 3. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WiTH THE TERMS 0 Z S 4 w� a �°• .' o / \ 3. CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY J O C,,_ c> �< :. .b' ' •' ppSIM o MA►VFL BA OU % ONE TIME PHASE 1 WILL BE THE CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE OF THE NYS OEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES U Q U 0 (k Z '0"•, '• 9 .•a'..• '°• .' GROUND (3/4'UK) / \ PLUS THE CONSTRUCTION OF ONE (1) HOUSE. PHASE 2 WILL BE THE CONSTRUCTION OF FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-08-01. COPIES OF 7HE GENERAL PERMIT Z (U ARE AVAILABLE BY CALLING DEC (518) 402-8i09. Z L-, 0 �i THE REMAINDER OF THE HOUSES. AT NO TiME DURING CONSTRUCTION SHALL THEcz x :' + �•:.0: .°, j ' OY - rr THE TOTAL AREA OPEN AT ANY ONE TIME BE MORE THAN 5 ACRES. } 4. PRIOR TO COMMENCEMENT OF INFRASTRUCTURE CONSTRUCTION CONTRACTOR SHAD (Qj) t" Q Ld W _.. __ g / ' 4. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS SHALL HAVE THE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE TO ASSURE THAT �/ `• - +�`�.•,••, .,___,_ AS DETAILED IN THE LOCATION OF THE PERMANENT ROADWAY ENTRANCE. THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY Z (n J LAJ _ - .::,...:.F .'. - ,,, ::, try<_ A,„��," INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SMALL MAKE Q W - K��a" SPEOW111CAVOINS Mi/11 :�'- '� "` 5. TEMPORARY SILT BASINS ARE TO BE CONSTRUCTED IN THE PERIODIC INSPECTIONS OF THE INFRASTRUCTURE CONSTRUCTION, AT WHICH TIMES � <'r" ;::'y'` r: '=::," A ::'"�` +,.•, LOW/ POINTS OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHAH BE LOCATED Q 1. STONE •• LI3E N0. 2 STONE OR ( ..... ....:+.....,•.. :• :••::°':: ". :'`e HE SHALL ALSO INSPECT THE EROSION & SEDIMENT CONTROL MEASURES. Z LENOTN AS RElOUIRFD BUT NOT LESS iHAN SO: 1` _ ..1% I `""""""1' ei; • :.:.;, ,: ALONG THE PROPOSED ROAD, BUT NOT NITHIN THE AREA OF THE PROPOSED PAVEMENT. NOT LESS THAN 6", CO NORM BLOCK - . ,":',_;, ��, :'`i ^;';'':;�:; :/:.,;:: ':'''''"' J / THEY SHALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND • + \• ;�� ;;:.. ,,•, 5. AT COMPLETION OF INFRASTRUCTURE CONSTRUCTION, THE CONTRACTOR SHALL MAKE 4, 11�11 24 WOW BUT NOT LESS THAT 1FE FULL W07H , .1`::.":..• + ••' >..__' "' ._•�` UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM VOLUME OF 3,600 CUBIC FEET FOR SURE THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION AT POM V MERE 1NORM OR EItess occ�s. c�A1�1 BAao-aL _ ' _ EACH ACRE OF TRIBUTARY AREA BASINS SHALL ALLOW COLLECTED WATER TO FILTER EROSION AND SEOIMEN7ATiON CONTROLS HAVE BEEN REMOVED. Oti R !� FLIER FABRCC» WU.BE PLACED OVER THE EMTIRE AREA PRIOR _\ TEM? T Poa '•'' _i �'>:: '•r' `'T \ .,• " `� �•'. \ INTO THE EXISTING SANDY SOIL IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO ' 0 tJ TO PLACWO STONE, ,.,� • . '; �` -';`:•"` ` MAINTAIN THEIR INFILTRATIVE CAPABILITY. \ G. SURFACE MLATiE1D MANTAW E)QliTltiB SIJRFAAE _ % ; ::' : :; \ \ \ �'' RUNOFF OF Si1ORIM7ER. ' r•,� ` " ';�;` ,"' :r,:.. to 7. MAWTEIIANCE: 1NE ENTRANCE '. t• v+ Q SFWi BE MAWTAWED @{ A CONDITION WfSCIi WqL - ` ::'' : >:'' ' "f' ` '':::.:::'` r0 to \ Jr`) /Y: ✓1.- ! % ".'!{rG., ___ ' : ;' , ::.> ";' .;:.;' ,�<•; 1'• - \ 6. CONSTRUCTION OF THE SUDIVISiON INFRASTRUCTURE CAN THEN PROCEED INCLUDING 1. THE CON RACTOR SHALL INITIATE STABILIZATION MEASURES AS N PREVENT 7RACONG oR FtdyY w OF SEMW ON11D PUBLIC W0flB•-OF-WAY. ;��l�\ � 5 `fir S/7,J r .-• :.. ;,- ::,�;;-: \ C] ., / ! /• J �✓•;; Y��\//1G<✓ ':•,; • 01 ;•.'�"'',;- ,; ;^.: ;,.3,•., r; r GRADING AND PLACEMENT (?F FILL, INSTALLATION OF ALL UNDERGROUND UTILITIES SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE \ 1Il8 MAY REC1lIML£PF7li0O1C TOP DRES&MO WITH ADDIIiCNAi.SlO1E AS ,\� C� :; \,' l ;<,�1>r-„> r r :: •'.• •- 1 ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT ��-• COfEI1i0NS OfartAND AND REP '1 <r •t\�! Y"',�,'L . T.,n1 :. : • <x;i t "¢ 'Y INSTALLATION OF STORM DRYWELLS AND STORM SEWERS. AND ROADWAY CONSTRUCTION. AR AND CLEANING OF ANY MEASURES USED \hr>>j.,� c! ,4 ,5 .'.' : ::' t', \'; :c•`. IN NO CASE MORE THAN 14 DAYS. ••••• r 7. FOLLOWING COMPLETION OF THE STORM DRYWELLS THE CONTRACTOR�y�r,e�r� �p/�pp�y� A TOR SHALL INSTALL SILT Q TO TRAP SEAM+M. ALL SEMANT .ORMVM WASHED OR DEPOSITED s; , .:; .". '`::;;..r :' .-I, . ":.` y' ' FENCE UPSTREAM OF THE DRYWELLS AND INSTALL FILTER FABRIC UNDER THE GRATES TO PREVENT 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING M N ONTO PUBLIC I@fi9S-OF-lYJ1Y MUST BE RDA01lED iwMtR7MA1ELY. B. WA9FiWQe W1iEFLS SHALL BE CXF�IM3I T+o REMOVE SEDf11QiT PRIOR TO Oi1RAMCE ':: ',\�;, `. L •:.: T Z ., " /''" STORMWATER AND SILT FROM ENTERING THE DRYWELLS UNTIL THE ROAD PAVEMENT IS COMPLETE TACKIFIER ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING ONTO PUBLIC RIOH18-OF-WAY. IMIk?I WABMNO IS R AMIEUi, IT SMALL BE DONE A`A ry't r . • ::,<::•.".•f:•.',. ;.�: .;_::•:.. ,;; ' 'r`' AND ROADSIDE AREAS HAVE BEEN TOPSOiLED, SEEDED AND GRASS IS ESTABLISHED. A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE.ON AN AREA OF STAKIZED STOLE AND WMCN DRAWS RdTtO AN APPRM SE0ILIENT pp i I,,, - '"IN `, S _ .i, ✓ PROVIDED AFTER EACH RAIN. 1.AND NEEDED MAWTEMANCE SHALL!E i.LAY 011E BLOCK ON EA01t 810E OF THE STW1C1tNlE ON(T!3 ti�E FOR pENATEitlHO r:•, ;°': `;:: ,._;;�..�;: t;''. ..; r - -' 8. FOLLOWING COMPLETION OF ALL PLANTING AND THE ON SLOPES OVER 4:1 INSTALL EROSION CONTROL BLANKET - NORTH AMERICAN 0\� t,,,.„rrY/ �/ POUIDATI011�tA118E 2 MCHf�Y@/ BELOW IBS(Of WLEi AND BLOCKS Si1A11 ' x \ �_ r, '' "'1"' ;;t E ESTABLISHMENT OF ALL GRASS GREEN 5-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. `e®e ��,.•` '',,. �i�� BE PIhC�D ABAllIET MN ET MR APPORT. :' �'; '.. :r'..:,.•;.:"0':1."„'%,. ,.'n.',, :.a.�.?,,•••"u-'!:•.': .,.; _,j ,J,_ Lam.,,. , AREAS, REMOVE ANY COLLECTED SEDIMENT, REMOVE THE SEDIMENT t_^;�;li.i4::' . :: y"".I."•.+-.4- • i CONTROL FENCING, REMOVE ANY DEBRIIS FROM THE PERIMETER OF THE SITE AND DISPOSE RIAIN C�' '� CONSTRUCTION ROAD ENTIM \' 1•:'`` LEGAL MANNER. �•"•••, ��' 2. 11/2"1E MESH BAALL K PLACED OVM BLOCK OM OM �t} ` ."'..,:..:.• ,.r„=:,. ':,\' OF ALL WASTE MATERIAL IN A .....,.":■.�.",® 1 ®Q s?� ` "'n: ••\'; '";"i Y, '<r ALL BE REMOVED FROM SEDIMENT TRAPS THEIR CAPACITY - - "� NOT TO SCNg 3.USE CLEAN S10HE OR BRAVO-t/�-3/4 INg1 k1 ouulEB2R PLACED 2 NIgoES BE7A�ll \ I ., '.� . SHALL HASON .1; - 1 ALL EROSION ANDS IM :6►�» w�' :.°'" "" ED ENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 aa'. ` "- HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE ;d` • •. % , ,,^Y�f:' -\ 6• GOOD WORKABLE CONDITION. i� .1'.•,• ,``C STONE BLOCK INLET ®IG\i�Vl� Sra�uzE ENTIRE DRIVEWAY W)hl •: s "a „,..��•- "`": �c.~ , r /%%//\\%/�\////\\ \\ o //////�// TO COLLECT LtT7ERRAND SHALL CONSTRUCTiON DF�RIS ANINSPECTION THE SITE ON A DAILY BASIS �l�0�6`��' `�% \ ...... .. .- .`' / / D DISPOSE OF LEGALLY. ��oflt "4101 49 "" 1��\ IDS 70101L[ \ ,� GRAVEL SURFACE AND USE FOR ALL \ NOTE: 4. ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED MATERIAL SHALL BE COVERED OR WSW ' Jill ill 1+1 \ CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. CONSTRUCTION ACCESS TO SITE. , KEY STOW INTO THE DITCH BANKSIF •\ SEDIMENT CONTROL FENCE �/ �/�\�\ �j\/�'_ DOVM GRADE OF ALL AND EXiEND IT t�YOtdD THE ABUT'h1EP115 DISTURBED GROUND A A MIMMUM OF 18" TO PREVENT OVER g b 91 I 1 .-OrOAWx ______..__. ____ FLOW AROUND DAM. BUILDING AREA: 52.000 sf = 1.2 ACRES 12 N Low LIMITS OF PAVEMENT: 67.477 sf = 1.54 ACRES W 169!111 TOTAL AREA OF DISTURBANCE: - 16.1 ACRES ,>� 11109 3I�" z ICAL LOT ERO�ON & SEDIMENT CONTROL oN SEDIMENT cONA1936" FENCE POST. 10' oc MAX SCALE 1" • aD' '�ROL NOTES u 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 0 G aq DRIVEN 16" MIN INTO GROUND FLOW n SLOPE DFcHA�t>Ex i� �is I S I I SEE EARTHWORK PHASES, SEDIMENT TRAPS SHAD BE.CONSTRUCTED IN ALL STORM > ,� , N ABLE SWALES AND DITCHES AND AS INDICATED ON THE PLAN. II � sa � RIN WOVEN WIRE FENCE W/ FILTER CLOTH OVER 2. SEDIMENT TRAPS SHALL CONSIST OF PREFABRICATED DAMS OR CRUSHED STONE 0yy (MIN 14 1/2 GAUGE, MAX. 6" MESH SPACING) PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH.,I EMBED IN GROUND 8" MIN. c3 04 c 0 0 i" 3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR � cq -^ .-, ., ,._- - ... _ _ UNDISTURBED GROUND , o Q►•° CLOGGING, AND ANY FAfLUR£ OR CLOGGING SHALL B£ IMMEDIATELY CORRECTED. l.._.=1 ==i `_l 1 is =1,i :?;"'. . ` �t"+":ti.`• -- - LL TH AREAS SHALL BE SEEDED AND MULCHED A E - I i- -- i-- ­11 1M1-i I i r.."..t:L'.''. ~'a.«•�. .. :.y; ;x� / $A ELEVATION 4. A BARE EAR S SOON AS IS Pla I I 4 1 l I j_ ;". r1SLt'y>,. ti-. ``, ,` .y..i. 1� ���� POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE a4 ;4 -�i I - i i; " - ,"^ o •a• +�' \\\\ � % HEAD TO TOE SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY RAPID GROWTH COVER p $4 >Z+ r+c,• .t \\ \\\ \\�\� °°o • CROPSS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE ~ _ 1 i III i f -"_'I I_-`-'(I: v -, t..ti a '+`J�.a o -„y.n.:.� :.,�•,...,:.�:. ' \\ \\\\\\\\�\\��% � ° ° �o STABILIZAnON. �+ u° SOIL BACIKFILL \ \\\ \\� \\\�\\�� j TRAPS, SHALL CHES AND BE CONSTRUCTED ARY WHERETLONG SLOPESRCEPTOR CARE STRIPPED INCORPORATING F COVER SEDIMENT z Pq Z FLO \\ \\\\\\\\ GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. a � L• AC DAPS 6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING Sf.QPE SPACI(�i PERSPECTIVE i - 2% 50' UNLINED EED AND MULCH DITCH S SHALL BEEN THE SEDED WITHTRE Dp CANARY GRASS FORE EXCEEDS = AH SWALES FOUR(4)AND 4 4 SEDIMENT CONTROL FENCE s ex � ... FEET EITHER SLOE OF THE SWAI E OR DITCH CENTERLINE, AT A RATE OF 25 2 • a 7- 8X IS15 POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WiTH i) U m STRAW IMMEDIATELY. 0 ° m NOT sr ROCK CHECK DAM 7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN 1. "' '. ` \`\`• '"---- _~ -- - - - _ _ r -/ / EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF \ 1 \ \ '- -,-_. .�,�\ `"\ ,'`\\�' \ .___,^-_ -' - � %�/ / ''r %'. \ ^\�`\ t I��oiM��,�w"III■n�-s�+.�rirwrr��" ��,� THE SOIL AND WA n SOCIETY, \ - `\\ _ - - 'r , r -"�""'� TER CONSERVATION \\ - - - _ /'\\ 0 \ _ '. , , , l \ .,^ �.. '`^. \\ �'\ ``•.:\ •`�.\ \\ 1\ .___-'___... ^._-. ''i/,,, _ /i _._._._-..,_.. -' 1 ,' //' ^1 ! I NOT TO N�+.AL�p ♦ \\ __ __ \ _ t \ - _ \ k , / / i \• \ \` y/� MM \ \ .\ .� , " \\ -- �•� Y� - r ' ov _ i __ _ b \ _ _ _�--�-•''''''�'� ` _ tl1.t12o0, - _ _ - ` ...___ __ - i \ \ \ \ \\ / --- _ \ I---, \ .. \ \ \ l -----. ' /' �'' __._-.__.._.... - - \ \ \ \ ( `\ \ p_ t - "- - ____._... _ /y rye _ \ _ p/� 440 \ '\ i' _ \ \ _ __ I - I - 1 - - 1 � r�i i \ \ f _.__ _. { __. f _ _. `\ __. rr - - i 1 - 5 I _ - _ i ! ! _ .. _\/ - _ / _ t \ r !% \1 ! r _._ \ - \ \ /r/ '� _ `\ , �. , , Tom; / J / \ J/ \ � \ \ \��\`^•r;:- \wJ /J/ .'--- _._\ r ':, \\l,S,.t"'' ..- `} ` l 1 I ( \ 1 f t 1I! ! \\ `•\ ,\\\.•\ '•\\' \ - - - - - _. _....-___._._- _._ 1 / J ♦ / \ '\ \`•...__- \` /, ,.\ : /// \- L�T ,` 1}: 1♦\ 1! __ _ i 1 V !' f / ' 1% \`` \\\ , _ "'\ \\` _..._' - __- -- -- - _.. ,__ SEE DETAIL FOR V �- -+ 9v _ \ ___ - ` J ♦ �\\ ,' `:\ •, `\ '\ t,, ._._\\U/`"15.BBQQ� , 1 1 1 t ! W�\ y 1 !! / r� \\\ \ti�\\ ♦ � �'�`"•.-...�._.,"_._.,,.,...^_`+ \_ .,.__ _ ._- �__..___ - -__--'_'- \11.}SD flO� - __...� _. _„ -- _ ___. __.. f , __ \ -- _,_._. ��•��//y� ® (yam, sN! l __ - `\+.'.\ \ ri, `� 2 / \�_ ...___f'` "_ / /Y ICI'l� ERVS�oO• i 1�, L 1. 1 ! I 1\ ,/ ',J{ } / `\\ \`\\\\\ \\ "\\\` --___...._.._ `\` i _ -..._____ _ I \` ..\ `'\�,\ ^�, - OC •, , t f + I r I / , `\ / / f 1 / y - \\\ \\`\\\ `\ \ _ - - _ �'� _ / I - _ _ __ 22.QB o0 t10 r..: \`\ .\ ` \`- /' , - CONTROL FOR HOUSE \ i i I I I 6:Otoa-" ! \` ` \\ `\ _ _ - `} {\ _.__.// _. - _ - _ - U t -i/`.• - - - \\ - i -/' 1 I \ I 4 1 1 ! " - ,/ % 1 i / i \ \ 1 \ \\ _____._._ ' _'_---. '-- - _ - ___._ -.___ _ -__ _____ _ 0) ` `\\ / .__ t LOT CONSTRUCTION \ I I I - I , - _ - _ --- -" _ \ APPRI]XIMATE - - \ y , s t ! r r i f / , t - _._ __.,._._ __.__.____ N `ter' -_, -GRADING LIMITS \ \ \ ; r ! // I ' , ' / ^-- _ _ -- \ -__-__ -- . - _f \---- .•` T' .=+.'.._': •, t� / '\ ,l i 1 I I r f 1 r j r 1 , / f f `\ `• _ _ r_"- --�' \`\ DAD CI�'1ST. --- -__ - s, , �\\ { \ :�/ `\ ! r , 1 I 1 J , t / t I t t `` •\ ___ __ - - _'-- `\ \\ )} i f 1 // 1 \ / r ! I 1 r ���� 1 1 \ \ , I ! / \ ( 1 `\ , `\ ,.... '\ \ \ \ \ /ib._�...... `�; '•', \\ 1 '�\ '\ \ `• ''\ i t 1 1\ 1 r / / ! f i / !f / __"-_ /- '\ \ ,..\ ,_, .. '`\ ' _ - l '.la. x \ ' \ \ \~ ,` \ \`�•.\\\ \ t } l\ / ,111/ _ -- J 440 , JI I t 1 f %, £ �____.___ / r ,` \I I14 '\ •\ \ \ d } \ ram^ \ \ \' \ l` :,�` /" l r' .. '' / ! f I I I I ._.__ / _ ' _ \\Y \\\ ,\.'.• `?.t- ~\ / \ L\ 1 \. _r,r ter' \ \ -.-_. / l /, f , t' I �\ -;;;..:: - /' `'\• _ '\ \ :n9a....a.,, •"-_-_-J .\,•,`,' t t l 1 /' 1 r'' ... 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A G. _ •, i7 CON1FlOt:_t�u,� �aY 13 FENCE�� I \ ..4 q 0 \ it -_ y _ // 1 ' r:F *.: DOWN GRADE OF ALL j ' \\ y "t. /\ r \\ �wa,�.:::' --- _ i 1t v�.,� X°'� J� IDISTURM (ROUND f / /. OFM � ` `16 = -- - -' / \ \ _ _ --.- / - \\ / t /'APPRU MATE ' Is i r'°'..,, ® G \ , / _ - - - _ SEDIMENT CONTROI.FTViCE "' 1 410 GRADING LIMITS t^ /' ' " _ -- -DOIAIN GRADE,,r,O/,F��A�LL "�ryp n,,„ �M��� Y� 11 t ,_1 ,/ r -k--,--, PQ W.4 0 INSTALL CONSTRUCTION ROAD - - _____ _- M _-.- \ ,.,. r"P p�,,� ENTRANCE PER DETAIL ) _-__-_ _ -_ - - - _ ----- _ _ - ,;e L�.d ® 0 CONSTRUCT 6O' X 30 X 2' DEEP am -LOT_ -- e _ ---- _ „ r SEDIMENT BASIN do DIRECT ALL 11A"` 92 _�f^ _ _..___._ _ LOT1 ,. �w,t (/� IdBV�DOaO \ 124aa •3800� - � ._""�-""".--- _ / : ,a. `, 1.t0oo 420 V P'o'i 01 RUNOFF FROM CONSTRUCTION __ 't _ _ - � _ _. � - 11;03 oo r g Chi SITE INTO BASIN _ _i:C . `9_ _ . -----_- ---•- _ _ - ,.• :,,•' 0 / - O _ 1. a - - - - --- - - / __1, 8__-- ---- . }�� i -1. ; V _. - _ _­_____1 _ :i' aid S dT C�O.NTTROL FENCE � '' `' ;� FO �-+ I �./- .,��•�� /�i� DV/T AMYL OF Milly'w� e•. s . _ ;.,�- DISTURBED GROUND -__ " II�OT a-y \ - �r✓• i_ i l /< Sf IT CONTROL FENCE I' `f.,::" t. J-�"",. ; DOWN GRADE CIF' ALL tT.,: , p"�1 \ ` "%:' % MSTIRi8E0 CEtOilt� ...,••'" •' .<t.a d� RO�CtK CHECK I,.y \ \\ w ,' 11~ 1 \\ \\ i`:` 7s.' .F DAMS (tYP•) \. ' 14.690Qf �r � /-...00- r/ / 1 - `� ` �•.` 'ten`, F m .7}!"A G 0 < '1_-} .,_1 Q I 11 ® I \\ 1.15 00 \ ; / `\ ti\ // r------, Is \`, fr3- `$' - 'MIDODEED^ \\, ~ \` `b 400 \1.OAoa~ `a / - `\ '`\ ,\ i--,._ ,sw�/y py� / ._ L_ - ~`.z -, t i 1 l l ,\` \\\ -- --•R], lid! I,2007 1. I \\` _/ _ �, -"='' -._ _ CONSTRUCT LBO' X 30' X f.S' DEEP \,\\ \`\ _._.- 1 CORJr1l7H '"- SEDIMENT BASIN dL; DIRECT ALL _" -__=y'' - eLLk s,ak"A ROAD i . . . . RUNOFF FROM CONSTRUCTION SITE ! , """�'I NEVV YORI(STATE DEPARTMENT OF HEALi H / O�, ._ �S. ,�., ,, INTRO BASiN • ____ I 410 Glens Falls District, Office OUR INTERVAL- 2 FEET ' fur•-_>- "- j AtN ROAD/ ! WEST MO N f,efer to first sheet'Tor approved date and sic�nt3t1_ire, S�°` 400 ENTRANCEOPF.R UC31IO ROAD gorf) I"IE Na TIi CUL--D --SAC IS NOT ICU I THE I FINAL CERRONE ?? DWG. NO. 05026-57 151--1-4.1/315.05-1--1 ENG• flog 6214 1 4 ca ai L_ C4 fl v` J I' S GI w w Co 50'—O" RIGHT OF WAY V U w 11'-0" 2'-0" 24'-0" TRAVEL LANE " 2—0 10' UTIL.. EASEMENT 0 N n 3 1/2" ASPHALT CONCRETE HEAVY DUTY PRECAST COVER w/ECCENTRIC —2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 4'-0' 6'-0' N p HOLE. USE ROTATION OF COVER TO ADJUST —1 1/2" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 LC OF GRATE V TO MAT0H q OF WING SWALE ONSm QF ROAD AMAMT T.4..aIEB-MAIN °°----- P1ROVIDE SILT FENCE AROUND CATCH BASIN N ~` USE ECCENTRL_SN?N� TO LOCATE DRYMiELL AS AND INLET PROTECTION AS DETAILED ON EROSION FARAWAy_MW WM waN AS PRACncAL CONTROL PLAN UNTIL PAVEMENT IS PLACED AND GROUNDCOVER --COVER & DRYWELL RATED FOR H-20 LOADING HAS BEEN ESTABLISHED IN P.O.W. � HEAVY DUTY MANHOLE FRAME & GRATE MAX. ALLowAS E 6" TYP. GRADE TO DRAItd `o•`���. `'�j,�'% QUEENSBURY WING STD. BY SYRACUSE CASTINGS SLOP MAX. 6" BRICK MIN. ALLOWABLE 1/4" /FT. 1/4" /FT. -x ,= o_ MORTAR t ADJUSTMEN SLOPE ELECT ., c .� ABLE TV .ti • o s e TELEPHONE YANG ON SWALE E GAS o•! o � BA Tt / cKFlLL WITH iWA v£ o c�' . . .......... .............. . . ...... ........ ... .............. BAD SOIL & TOPSOIL �� ®� � COUR DRYWELL — LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION 0 0 4 00 COMPACTED SUBBASE (SEE DETAIL) 0 0 v� AT TOP OF Y�9NG IN NO CASE SHALL Og 0 0 0 PAVED DRIVEWAYS BE ALLOWED TO CUT OUT WING-TYPE WING SECTION OF PAVEMENT: $' DIX PRECAST O CONCRETE DRYWELL SCALE " A FORT MILLER OR g� DIA, BASE COURSE — MINIMUM DEPTH 12 NYSDOT ITEM 304.05 TYPE 4 TO BE COMPACTED IN TWO UFTS 0 EQUIVALENT II.> g 14 TYPICAL ROAD SECTION CnL 16 1 LINE EXCAVATION WITH ® W4 W :a •- FILTER FABRIC BEFORE NOT TO SCALE $" EQUALIZATION PIPE PLACING STONE Aid,� 0 TO ADJACENT DRYWELL HANNCORR STO BE SR- OKL OR EQUAL LEVEL .- E x ( STONE FILL SHALL CONFORM TO w PRECAST CONCRETE FORTING 'I(,` 10' DIA. j NYSDOT STANDARD SPEC. SECTION 703-02. COURSE AG*REGATE TYPE 3 ' �y COMPACT IN 8" LIFTS DRYWELL DETAIL • � � w Cn 04 NOT TO SCALE H w ELEV = 4MO ► i NMPOW STA = 949.90 a PVI STA = 9069690 W PV1 ELBV s 42i147 e3 s _ M I AAA 6"7 I U I PVI STA n 2+7349 __ __ _ ioo oo, vc PVI ELEV : 41625 t �4 0 AA s —7.25 $ 0)K = 2a69 I FIRE HYDRANT cv I iso.oa vc � STA, 9+35 + lop PVI STA • 1+3&95 PVI ELEV s 40527 Aas5.06 K : 20000 I HYDRANT "T" WITH i LOW POINT ELEV a 402.60 a+ i { i � � � RUN CAPP D AND LW POIMT STA = 0+32 I i ; .I 1 ii THRUST B t7CKED i PVI STA s 0+37 PVI ELEV s 40&30 I s I ; , Q Alla K 2000 6" DIP WATER MAIN � � � ! � ! l 0 s ' I ' DRYW►EU,S #1 02 STAI I vc M E�.£V8419.64 y i ; j (040 DRY4 ( f i i i I ; RIM E4EV} 417.76 i i f I ! ( ! I( i { 0 }♦ I j , ! STA 3+29 ELEV 416.3 0 l r i T IE T CUL DE SA ES IS NQT INCLU D IN THE A.S a EI PIR, 1 I +;+ DRYW1*4O&51 �Y fu I4t #10 RIM A 0+32 CONNECT TO EXISTING RIM ELEV 40425 16" DIP WATER MAIN i W/TAPPING SLEEVE & VALVE nAr m man _` ►� MAY 7,2007 AS NOM 0+00 1+90 2+00 3+00 4+00 5+00 6+00 7+00 9+00 W+00 11+00 S NORTH ..w CUL— DE— SAQ. iv�v°d�o�,l<lens F DEPARTMENT fie HEALTH i�l_rl-i Glens Falls District office SHEWOFfi HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' i=,efer to tiist sheet for approved date and signature. CERRONE D??? DWG. NO. 05026—S8 151-1-4.1/315.05-1-1 ENG. JOB #46214 ` NEW HYDRANT ASSQ93LY— kNfl1FR SUPER CENTURION � EDDY EQUAL 2 Ir CONNEX.IION. ��1'�4' 3'-0' HORIZONTAL.f7TiINOS O C_ UMPER NOZZLE & CAPS, gp..; HMIANTTS . IlIr Ill NOZZLES. cd ONE �Mr1HP Y WATER a BEARING AREA (M FT.) NOTE DEPARTMl STANDARD. THE 10 STATE STANDARDS a a FOR WATER MARKS. AND AWWA C 302 ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE w m w p K PIPE SIZE 4W OR GRAM A � g» SEE DETAIL ❑N (INq$S) SMALLER 90•BEND �� PLucs, VATH E DESIGN do CONSTRUCTION STANDARDS of THE AREASRESTOREAWD CAPS TOWN OF Q1IEENSBURY WATER DEPARTMENT. CONTACT THE � S FINISH GRADE DWG. S--4 WATER DEPARTMENT PRIOR TO COMMENCING ANY v -4 p C1. CONSTRUCTION OF WATER UTIUTIES. Z co i'—W NEV WANtDIJIR SUB111i MATERIAL. WYSDOT VALVE BOX �D 3 5.5 4 CnWAL IN VDAENT, M ,• °`�'' GROUND ` PIPE LEAKAGE TESTING do DISINFEC11NG WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE N1TH AWWA C600 NOTE& 93—SEC7ION 4, AT 1.5 7IMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD ADJUSTAB'i.E OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA 0600. 8` 61.J, GATE VALVE—NRS . „ VALVE BOX THIS SCHEDULE IS BASED ON 200 PSIG WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE 8—6 MIN. CDVIDt INTERNAL PRESSURE AND A SOIL (� HYDRANT LXLIIAI WITH NEW YORK STATE DOH STANDARDS AND AWWA C651-92 PRIOR 00 h MACHINE BEARING CAPACITY Cf 2000 PSF BACKFIL .W/ F TDt LESS THAN 7'Bl SURFACE � TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION � � 0 Q NATIVE MA1174AL PUJC WJM AND ATTACH BRASS TAC TO CONCRETE SHALL CONFORM TO THE CONTAINTED IN AWWA—C-651 MUST NOT BE USED. � Lo EXCAVATE TRENCH W0TH COMPACT C4 •.. Q WW.WT STAT O WM IS PWGM REQUIREMENTS OF SECTION 500 OF co , . 4YT SECIDASStgfiCATIONS, N 4 MINIMUM WIDTH L7QU/1!. W 1-0 LIFTS MA GALE VALVE AND SHALLi0 P PLUS 2.0 FT. r MAX ME) 70 95X 0 �- ►7 e- PROCTOR � 8" Y, IF CONCRETE N Z nnad I ire .z 0 O r\�VO GO 000 MECHANICAL � •' •_' IAIO RO \ JOINT CAP /\ ���Q`�.•••, ,>��� EXISTING Ill n Fill T Ill ABOl PIPE. PIT FILED Imo. tit WITH CRUSHED STONE M.J. ANCHO" ca�LG n =%E_ � HAND LI' M.J PEE CONCRETE POPE MATERIAL t�1lY TAPPING SLEEVE „ PEE r L�F+TH TYPICAL HYDRANT INSTALLATION � /\i/� .-• y ''>,�����`., "`��, ®®� C NECTION TO EXISTING WATER MA! NOT TO SCALE Ni TO SCALE BEARING AREA 1. AT ES AN CONCRETE W/IUCS AND gg, SAWCUT ON UNDISTURBED BEARING ODOLcS AND i�P1JICE TO MA�PpN EX�NiG. AREA BEARING a AREA CONCRETE g • . WATER PIPE EXCAVATfOBACKFfLL DETAIINUT TO SCALEL TYPICAL THRUST BLOCK DETAILS PaW M" " will, Ig b PCGF{ POINT STA • lt+�{DIES THH19 MOT 10 iSCALE M STA s U44RE3' 1C L3�710 PVI STA : 4+S3.IS1 I ( �en,00' vc � Qi cc �? PVI ELEV a 41L�S.38 •.� •.4 alums Arm FUN rN A Al S� o � F1Wp� Ss 0 I1Ni MlTit Imoo I 30OW VC RIP CA8TMC6 °0 A1101° �t sw FIRE HYDRANT A 10 STA, 11+35 2 U 77 �Not ALL ALL SERVK�S SHAD.BE A ( I ( f � 1 � cy � cy IN ACCORDANCE WITH QUEENSIIURY ( I WATER OEPARTMENT STANDARDS HYDRANT "�' WITH Tam Marl I ; I i ff' I RUN CAPPED AND "oR eotlat.TO 100' �81 i E ( I i j1 j THRUST BL.00KED coAS WWW �+ I 6" DIP WATER M IN I CURB STOP VATH BOX a I wr j 1 z Will IXM43 LS #11 do #12 r I I { ' STA 9+60 DRYM4STA 7F.LLIS #13 dr #14 j j RIM S l 419.97 4 } I E w M ( DRYW�lJ'� #15 & #16 RIM E� 418.47IL) } j STA 5+50 I ( i { j I 1 Rim 416.52 ( j i 's I I � � � a � EMT. GROUND ADA)STABLE PVI STA 1+35.�5 j I VALVE BOX PVI ELEV = 364.74 Aa F 7.00 K 17.96 j f S fA 3+93 i i+ l l !j Y25.0fl' VC M ELEV 408.91 GAYE VALVE Will SUN if>t U�I111P PMNT ELEV a � I LOV POW STA = PVI STA s 0+37 PVI ELEV : 3OL70 j I , A.ZL cr 4-4 �' vc {{ r NOTE: VALVE BOX IS NOT TO REST ON VALVE OR PIPE LINE. 1 0 ,'� I � I ( ' � i I � i I i , � � I ( � � i • O VALVE INSTALLATION DETAIL I j r i ' � I I i I � � I 1 I I I � NOT lO SCALE SEE UTILITY PLAN S-4 FOR CONNECTION TO �� j EXISTING 24 MAIN j I DRYWaLS #10, & #20 STA 1+00 I I i I I I i j RIM ELEV 383fi58 ! I I 1 I j , i I C) DRYWE1l #23 & 024 i i I ' j I ( ; I ; ? I S*p 0+32 ? Rid! ELEV 382.08 I b'1RA�0+4�� & #� RIM Ell 38163 I � DA i I MAY 7,2D07 rip 00 Scalill AS NOTED 0+00 1+D0 2+00 3+00 4+00 5+00 6+00 7+00 13+00 9►00 104M 11+00 12+00 13+pp ALPINEDRIVE NEVtr YORK STA TIE DE:Pi nTiVIENT OF FlEALfEI Gic.,ns Falls District Office /b�l�l NORIZ. SCALE: 1"=50' VERT. SCALE 1"ffi5' defer to first sheet for approved date and signature, CERRONE (��`?? DWG. NO, 05026—S9 151-1-4.1/315.05-1-1 ENG. JOB #46214 ti .�. ... .d. .� ..�.....� ...» 4 cd � a Vrn )_ r w = LtJ Ek1 L'i O # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD _ �r BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH o 4 SEWER, SEPTIC TANK V �. (SEE NOTE 1) PERCOLATION RATE (Mm7m) OR LEACH FIELD a �� G.P.D. GAL.) SURFACE AREA(S.F.) W 4 (SEE NOTE 3 do 4) 1-5 6-7 8-10 11-15 16-20 21-30 Z W I 1 2 220 1000 27 92 1 110 1 123 138 158 184 i Q 3 330 1000 27 138 165 184 207 236 275 a GARAGE 4 440 1250 34 184 220 245 276 315 387 D0 N N HOUSE 5 550 1500 40 230 275 306 3" 393 4a9 1 M 6 660 1750 47 27a 330 387 413 472 542 OVERFILL 70 ALLOW W NNOTES: FOR *' -� I TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE 1. TILE FIELD TO BE 100' OR MORE FROM ANY NOTES:ESA. CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN LAKE, SWAMP. DITCH OR WATERCOURSE AND 10' i. EXPANSION ATTICS,ETC.. ARE COUNTED AS BEDROOMS. SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. 4. IF A GARBAGE GRINDER IS PROPOSED. THE SEPTIC TANK SCE SHALL BE OR MORE FROM ANY WATER LINE UNDER PRESSURE. » . » 2. ASS USE OF CODE CONFORMING PLUMBING DEVICES BASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE 1�" TO 19" t4 r.1,r TIGHT JOINT 4 PiPEVDISTMRIBUMON 0-0 WITH 1.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEf•T.1;CTWN BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND EAR ON SLOPE OF 1/4" /FT. IN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION SHOWER HEADS. A DUN.COMPARTMENT TANK (OR TWO TANKS IN SERIES) MIA.ALSO BE REQUIRED. Fli,l. '` 20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR S ONSNTE WASTEWATER SYSTEMS WERE NOT DEMO O TO ACCOMMODATE EXTREME WATER TIGHT JOINT 4" PIPE MIN. SCHEDULE 40 PVC WiTH CEMENTED JOINTS. USE FIXTURES SUCH AS jAWZZi/SPA TUBS AND WATER TREATMENT EQUNPAtF?�1T. INFILTRATOR CHAMBER SYSTEM k. ON SLOPE OF t/8" /FT THE INSTALLATION OF NON-CONSERVING WATER FDCRIRES OR EXTREME WATER EQUAUZER 24 OR EQUIVALENT. e _ I K I USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS REALTY SUBDIVISION, 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST BOX IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT SE�A�7E DISPOSAL SYSTEM SIZING = ` LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. .�."�A DISPOSAL SYSTEM PROVIDE SOLID CONCRE 10' MIN. ABSORPTION TRENCH 4. AWAY FROM SEWERAGHARGE FOOTING, ETEM.AND CELLAR DRAINAGE BLOCK SPLASH PAD UNDER �"d'''✓,r� '' ,r �y✓R� .< d�WWi0. I SOX EXPANSION LEA5. DISPOSAL FIELD SHALL BE CONSTRUCTED WITH TRENCHES INLET PIPE OF EACH TRENCH PARALLEL WiTH EXISTING SITE CONTOUR LINES. GROUNDWATER SEAE•.NAL H H>B I( PROPERTY 10' MIN. LINE 6. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL. SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FALL. INFILTRATOR ABSORPTION TRENCH SECTION s ..d ,... . ._. ... N.T.S. SEWAGE DISPOSAL LAYOUT I TOPSO6. d" mli►.J►, SOD AMN R � t+LOT TiD SCALE BTIOPI mum SYSTEM me r ABs� TRENCH � R � AFTER 0i8TAU" SYSTEM N FILL MATERIAL SHALL BE OF SAME g. (SEE STANDARD AB90RPTIOPI TRENCH DETAILS GRADE elk PERMEABILITY AS EXISTING MIN. AT RIGHT FOR DIME 43M 8c REWUMENTS} _ � � �yl ogle UNDERLYING SOIL. -F _ _ $ TOPSOIL 8" min. . SEED AND TO N �D gtOYy�,I ' 19" MAX `� � � I I- MULCH SEPTIC S AND ALL AND SLOPES 12" MIN. Q •�-+ DISTURBED AREAS ABSORPTION TRENCH AFTER DISTALLMIG SYSTEM Ta.Y ? j t yC1,�-�I(I'i 11-=>►1, >-, $�O ` z .a4(SEE TYPICAL DETAIL) 3 DRAINAGEUiIl SIDE ON SWALE3 µ7....•v.-%`.'.-,° MAX. INFILTRATOR CHAMBERS r3' tl. SIDES 4'-�Or' SPACE FOR FUTURE TRENCH OF SLOPED SITES :r'' 1,' �' s. ' z 2' MIN. iNDS F RED. (SOX RI PLACDAENT) ~' C3 O O BDTInIa OF TRENCH! ro BE LEVO I. �BOTTOM OF TRENCH W z I ► Ili= i =E I c_-i ;" ;! 'i a4" MIN. TO HIGH GROUNDWATER.( 1. BOTH ENDS OF �ILTRATOR CHAMBERS MUST BE $. t I,Im ROCK OR IMPERVIOUS SOIL. CAPPED WITH END PLATES SECURED TO CHAIRSMft p REMOVE LEAVES, ROOTS, PLANTS AND 2. ALL LATERALS TO BE OF EQUAL LENGTH. ORGANIC DENS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL 3 � TRENCH LENGTH IS 8O FEET: � i I .I -. - 1--i 1..,'�i.!,•;t i 1 -_�. INFILTRATOR ABSORPTION TRENCH PROFILECr ;I . N.T.S. WHERE SEPARATION BETWEEN EXSMG GROUND AND -i SEASONAL HIGH GROUNDWATER, BEDROCK OR MP£RViOJS--a -- I, ,, 24 kt �► � 901E IS LESS THAN 4' BUT GREATER THAN 2'. PERCOLATIONz EXCAVATE EXISTiNQ �.--- P4nOP TO Fi L PLACEMENT?JT RATE OF EXISTING SOIL MUST BE FASTER THAN 60 MINUTES. H 0-4 GROt�DWA SEASONAL W CAREFULLY SELEC?F.0 FILL MATERIAL. MiEtL.QRMFJD LOAMY SAi�, SHALLOW ABSORPTION TRENCH SYSTEM N 1O VOL cr~ Y O a:r►va�, OONUIM 140 A M IAA of NOT To SCALE DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION TOTE:STILTS OR CLAYS rr0 ORawC AND No Sam OBJECTS #18 SHALL#13. � � � � LARGERTH"i'' r DIAME'1ER. IN PU►t"PERCOLATE RATE OF 5 1n TRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES EITHER SYSTEM 13 MN 'M& COMPACT FILL Of UNTS WITH LAM►GROUND SEPTIC SYSTEMS ON LOTS #2, & BE CONSTRUCTED AS W z TRACK MOUNTED BY 04MOM AFTER EPl. iT OF FU PERCOLATIONSYSTEME SHALL �. SHALLOW ABSORPTION TRENCH SYSTEMS As DETAILED ABOVE. MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS iN THIS SUBDIVISION. cal MODIFIED SOIL SYSTEM DETAIL wrTowmz GRAVELLESS CHAMBERS, IF USED, SHALL BE INFILTRATOR 'EQUALIZER 24% i) SEPTIC SYSTEMS ON LOTS ,fie, fg. #10, #11, #12, #18. #17. 1P3, #24. & #25 SHALL CULTEC CONTRACTOR EZ 24. HANCOR PRO 15 NARROW OR EQUAL. WIDER BE CONSTRUCTED as MODIFIED SOIL ABSORPTION SYSTEMS As DETAILED ABOVE. CHAMBERS MAY BE USED BUT WITHOUT ANY REDUCTION OF TRENCH LENGTH. m Z 0) CONCRETE Oft STONE (V RECOMMEND ALL ACCESS RECOMMENDED. & (X,EANOUT OPt iQS 0-84 APPROXIMATE BE GRADDEs BF10W ACCESS TRENCH SACKFILL SHALL CONTAIN 2'-0" 4'-O" 2°-O" Cn FINISH GRADE APPROXIMATE HATCH f NO SOLIDS LARGER THAN 15X MAXIMUM PWM1 FINISH GRADE 0dI ET BAFFLE ' MK COVER SLOPE STRUCTURES 3 INCHES IN DIAMETER _--,-OVERFILL TO ALLOW ON SLOPED SITES GROUT WITH NON-SHRINK #t DISiR�ION >N3X FOR GROUT (TYIP) ELECTRICAL a FORT MILLER OR JUNCTION EQUAL FlAR BARRIER MATERIAL TO BE 0 z 6" - 12" rLLTH PERMEABLE GE07MLE •® FLUSH TERMINATE � .. :. :. ' 10 oR0% � � � � ���` �� MiRAFl 135N OR EQUAL b WALL � -� $o 2" MiN. 4" PERFORATED Cn W .� BMERSIB c: ta+? r o' ALL OUTLET INVERTS 12" MIN. LATERAL PUMP �__`2 'i�0000� 1iD !IE SET AT 1B MAX. GRAVEL tZEVATION.11/4MIN'" PER Fool SLOPE DISTRIBUTION BOX PEA t OFYSPEEo LEVELERS THE SAMEp 6,_0., WAcr SHED CRUSHED STONE + 1/8" PER F C ALARM ON E g NOT TO SCALE ) 24" MIN. v Jl PUMP ON • 2" DiA. P PE 1-PVC OR FORCE MAIN SEPTIC TANK s BY FORT Maim v 7l `• - POLYETHYLENE PIPE MAXIMUM SEASONAL HIGH GROUNDWATER, E�,� 8 IMPERVIOUS SOIL OR BEDROCK( - a INLET CHECK VAL •' • 3/8" WEEP HOLE • O BAFFLES PUMP OFF y.� ao � 1 .• 4/1 S€1P71C TANKS WITH JOINT BELOW �� N 1I-:; ' . : STANDARD PIPE ABSORPTION TRENCH SECTION THE Lltdlfi0 LEVEL MUST BE TESTED �` o o NOT TO SCALE V,l FOR EXFlLTRATKNI PRIOR TO �t �� FF a.-!..' e ' ' ', 'i ►"'a .• CONCRETE TO BE ACCEPTANCE BY THE LOCAL. CODE U6 it ENFORCEMENT OFF10ER ,. TROWEL FINISHED 4-0 I.D. PRECAST CONCRETE 4-�` MANHOLE WITH INTEGRAL BASE MERCURY FLOAT EFFl.UENT PUMP AND FLAT SLAB TOP. SWITCH WITH 'b AS MANUFACTURED BY FORT MILLER WEIGHT (TYP.) TOPSOIL (8" mh.}, SEED AND MAXIMUM 4x WIDTH OR EQUIVALENT INSTALLATION OF DISPOSAL FIELDS BARRIER MATERIAL DfSIU SEPTICAR A SYSTEM AND ALL ,�-t (NO LADDER RUNGS) DISTURBED AFTER AREAS p.� EFFLUENT PUMP STATION NOT To SCALE 1' AND HALL� IN ACCORDANCE WITH TONHE N�Y.SRAWING, 12"' MAX t�f I�(=�I I��1=--, +I I�_ .�T P. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND I�-) I_ T� PROVIDE 3" SAND OR ---$000000 j0 (MY p ' �� QtAMG PSAM WAVTM C ) ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE ANb PEA GRAVEL UNDER TANK t/o �/ 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS g, MIN. p O SEPTIC TANK MTT15 T TOTAL OR EQUAL PUMP TO BE 1/3 I4P GOULDS 2. N HIE Y EQUIP FIELDS SHALL BE PiLLO�ALLA N HAS BETtXJN. SLOPE �D NOT TO SCALE 2. PUMP CON'iROL PACKAGE TO BE SUPP1.iED 8Y MANUFACTURER. 3. AFTER EXCAVATION 2' WibE TRENCH TO THE DEPTHS REQUIRED. AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED O� AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN 0.7 O SMEARED SECTIONS OF TRENCH. 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE FABRIC SHALL BE AS SHOWN. AND CARE SHALL 4" p� TED PVC LATERAL. TRENCH BOTTOM BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND SLOPEPE�1/98�'-1/32' PER FT. SEPTIC TANKS OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PiPE SHOULD BE LAID AT THE GRADES AND TO THE - 1. ALL UNITS SHAD. COMPLY WITH THE REQUlR1MENTS OF THE NEW PORK RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT 1. END OF ALL DISTROXJTgR PIPES MUST BE sATE UFT OF � RAEQ BE PRECAST CONCRETE OROTRUNSUITABLE� TONS. HEMESHLBBEAID� PLUGGED UNLESS NERtXNNECTEo.MANUFACT BY FORT HEALTH EQUIVALENT. HE CONDITIONS. THE SHALL L INSPECTION OF SEPTIC SYSTEMS WiTH THE HOLES DOWN IN ALL CASES. 2. ALL LATERALS TO BE OF EQUAL LENGTH. MAY 7,2► 2. ALL EL FOUNDATION. TO BE PLACED ON N�1, COMPACT CO 7I 3. MAXIMUM TRENCH LENGTH IS 60 FEET. GRAVEN UITAB F, C WHEREVER EEXISTINGALL BE PLACED FOUNDATION CONtXTNONS 6. FOR INFILTRATOR SYSTEMS. THE BOTTOM OF TRENCH SHALL BE LEVEL ARE UNSWT �, CRUSHED STONE SHALL BE PLACED AS THE SANITARY FACILITIES ON THE LOTS IN THIS SUBDIVISION SHALL I� INSPECTED FOR A$ NECESSARY TQ ACHIEVE A STABLE FDIINDAVON, PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED STANDARD PIPE ABSORPTION TRENCH PROFILE NarW 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHAD.BE EXTRA HEAVY COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YDRK IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS CONSTRUCTION DESIGNED FOR H-20 WHEEL LOAMQ LICENSED PROFESSIONAL (P,E., R.A., OR EXEMPT L.S.) AND WRITTEN CERTIFICATION TO THAT END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. NOT TO SCALE 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED EFFECT SHALL BE SUBMITTED TO THE NYS DEPT. OF HEALTH AND THE LOCAL BUILDING CODE SOLD, CONCRETE BLOCK SPLASH PAD SHAD- BE PLACED UNDER THE END OF THE FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY, INLET PIPE INTO EACH TRENCH. a ALL JOINTS MUST BE SEALED. 6. ALL DISPOSAL. FIELDS SHALL BE GRADED TO SHED RAINFALL INSPECTIONS SHALL INCLUDE OBSERVATION OF ALL PIPING, TANKAGE AND ABSORPTION LATERALS, AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY - 10 RECORDS SHALL BE MADE AND MAINTAINED DETAILING THE LOCATILNIS OF TANK ACCESS, FROM THE DISPOSAL FIELD' DISTRIBUTION BOX ANSD GENERAL LOCATION AND LENGTH OF LATERALS, 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED NEW YO�if�ST\T F DFI'�RTMFhT OF i fLAI �Ff UNDER PAVEMENT. Valens Falls District Office SHER/I Refer to first sheet'for approved date and signature. CERRONE D??? DWG. NO. 05026-S10 151-1--4.1/315.05-1--1 ENG. JOB #46214