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SUBDIVISION - RIDGE ROAD - RIDGEWOOD HOMES LIST OF DRAWINGS S-1 COVER SHEET S-2 SUBDIVISION PLAN rJ`P JH U 1� S-3 UTILITY, GRADING & DRAINAGE PLAN RIDfu�' EWOOD HOMES S-4 EROSION & SEDIMENT CONTROL PLAN S-5 ROAD PROFILE & DETAILSRID mE., S-6 DETAILS kr.T' E ROAD SUBDI '1Vff" ' 1 .) 1 () N Town of Queensbury Warred County , New York �CLE N 53 57 3.15 A 76 Cxcwr Nnw Xi y 2.51 A a68 A C SHY W 25 e�Nyccf� 4,01 A QveG 9,24 A(C) N pr 1+�1 N W .4 0 a 30 EXEMPT 10 6.00 A 1�i 2.47 A(C> 3.62 A 23 HARRISENA 61 63 7.87 A(C> SaT� r '�+COMMUNITY N HIGHWAY y��p1 APPROVAL � ®� CHURCH 6,88 A FN HIGH 9i A 1 DEP L\1 bit"PROVAL 22 A g9 3.17 A y F 3 21 m 4.07 A(C) z. z 62 F, AD 12 20 60 RpAD ELEMENTS 1.05 A(C) D' A A 1.07 A 64,2 13 v4 Gt•EMENTS , 1.53 A 19 66 64A R E WY Mp These plans approved by. 1.57 A 2.86 A 9 ARM y� 3�z� 1.12 A o 7 2.07 A �d 27,86 A(C) 18 2,16 A OUTE 4 OmH W Richard A. Missita 67 652 � Highway Superintendent 8 69 4.42 A 2.76 A 6 , 04 0 � 10 209J6 A(C) 2.65 17 A(C) 2.37 A � 70 71 G LOCATION PLAN 0 y ®gay �T�y BOARD APPROVAL * 266 , 03 16 2.22 A70 T PBJA Nll\G BOARD APPROVAL 72 � � ~ 3.22 A(C) m m 7 SIT 1 36.87 A(C> Approved Under Authority of 14 /f E 29.30 A THIS SUBDIVISION WAS PREPARED a Resolution Adopted by 2,18 A(C> .90 A(C) UNDER THE SUPERVISION OF A LICENSED the Planning Board of the EXEMPT 13 v 74 Town of y,, LAND SURVEYOR AND WAS MADE FROM Quee sbury, New York. SEELEY CEMETERY e A FIELD SURVEY. 76 2.SB A THIS PLAN IS CONSISTENT WITH THE ZONING � __ Chairman Date Signed MIn cE� _ 22__ 200� 5.96 A(C) ORDINANCE OF THE TOWN OF QUEENSBURY. so PROPOSED IRON ROD MARKERS TO BE SET AT 77 4,62 A(C) 2 2,43 A EACH LOT CORNER OR CHANGE OF DIRECTION. 5.54 A 5,63 A 6 5 INDIVIDUAL LOT GRADING SHALL CONFORM TO W N.Y.S. DEPT. OF HEALTH APPROVAL 81 4 SECTION A183-25 OF THE SUBDIVISION 11 78 S.la A 79 2.32 A _-- -- REGULATIONS OF THE TOWN OF QUEENSBURY ®' io ® - 4w NEW YpRK STATE DEPARTMENT OF HEALTH 9 1,81 A 2.79 A t 5.06 A -.. Glens Falls. York DATE: :�-� z 6 .�7 "s PROPERTY IS LOCATED WI TH I N This is to certify that the proposed arrangement for water supply and APB - `_ _ -- z,7q A<C) $ E0 3.81 A THE LAKE GEORGELMJ sewage disposal for this realty sum Department n tt -of Health a with plans SCHOOL DISTRICT on fife in the office of the State t�epa�tment of Health are hereby .�--'�`----� 58 10 FE6 G 2�0% 1.02 t S approved. Consent is hereby given to the filing of the neap on which A(c) � phis endorsement appears in the office of the County Clerk in accordance 11 a n d with the provisions of section 1117 of the Public Health Law and IE1n > > 51 3�c�d (Ctf1 t STATE Section 17-1505 of the Cnv ronmentat Conservation Lbw. FHH �¢F;i# t 1`i uF HLF,P,-T 1�11 I THE NORTH QUEENSBURY 12,84 ACC) 52 47.11 A �rIL c /;. '9 }y I FIRE PROTECTION DISTRICT � 7,02 2 5,2 6 A(C) NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL 108,78 A<C) L THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE CIA ECTION AND/OR 54 TREATMENT SHALL BE INSTALLED IN CONFORMITY WITH THESE PLANS ZONING INFORMATION 2. NO LOT OR REMAINING LAND SHALL BE SUDDIVIHED WITHOUT PLANS FOR SUCH RESUBDIVISIOH BEING SUBMITTED, TO AND APPROVED BY, THE NEW YORK STATE DEPT, OF HEALTH. 3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT OR WHICH SEWAGE TREATMENT MINIMUM LOT SIZE: 1 ACRE , r FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS WITH AM ' ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES MINIMUM LOT WIDTH: 150 FEET ,y. 4. THE DEVELOPER TH FORTIES EACH PURCHASER OF A LOTROD OF WHICH THERE WERE REQUIRED SETBACKS: ' `'_.._ .tu v�, SEWAGE TREATMENTT FACILITIES INSTALLED, WITH A REPRODUCTION THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY IF INSTALLING SUCH FACILITIES IN FRONT 30' ACCORDANCE WITH THE: APPROVED PLANS. 5. THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH SIDE 10' min total o f 3 0' THE APPROVED PLANS AT THE TIME IF CONSTRUCTION BY A NEW YOD( LICENSED PROFESSIONAL 0'E, RA, OR EXEMPT LSJ AND WRITTEN CERTIFICATIOI TO THAT EFFECT SHALL BE SUBMITTED TO THE NYS DEPT. OF HEALTH AND THE LOCAL BUILDING CODE REAR 20' ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. 6, INDIVnXJAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED FOR H DUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE. DENSITY CALCULATIONS L C U L A TI 0 N S SYSTCONNEWS) C THE AVAILPUBLIC SEWAGE SYSTEM � REQUIRED WITHIN [ME YEAR � THE OWNER APPLICANT SYSTEN(S) BECOMING AVAILABLE, AREA M 7. PLNN APPROVAL IS I7 TO 5 YEARS FROM DATE OF APPROVAL, AND SHALL TOTAL PARCEL AREA 7.85 ACRES GRAD ?-j 4. -EM EXTENSI HE FOi PLAN APPROVAL MAY NO STEEP SLOPES OR WETLANDS FREDA MEYER GRANTED BY THE Nr DEPARTMENT HEALTH DATED ON TIME FACTS arm THE ROAD AREA = 0.68 ACRES 154$ RIDGE ROAD RlDGEWOOD HOMES REALTY REQUIRED OBTAIN N A TIME EX IN EFFECT AT THAT TIME A NEV PLAN SUBNISSDYN MAY 16 RIDGEW HARRI5 ROAD SURVEY DWG. N0. 05283 BE REQIOREE TO INS M a TIRE LED WITH o aoo 400 eoo eoo TOTAL AREA FOR LOTS = 7.17 ACRES QUEENSBURY NY 12084HAROLS HE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK q q PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. SCALE: 1" = T®®' 745-5046 OR 7 LOTS QUEENSBURY NY 12084 9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATD7NS SMALL BE COB+LIED WITH, PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL Sheet 1 of 6 266.3-1-73 / 27-3-12 ENO. DWG. #46222-1 D- 1101 MAP REFERENCE: MAP OF LABS OF MARK A. CASSIDY BY: LESLIE W. COULTER cIRF LANDS N/F of MATED: SEPTEMM 17, 1947 HARRIS 44 f c i CRUSHED STONE DRIVE LANDS N/F OF HARRISCIL o >� INV=100.34 175.04' X �� CRUSHED TONE INV=99. _ A EDF — S84 p 088000E rFA008 s e IP e$y�y� Q f f I WOODED fin Y a5sO 169 PIN RbiR REA Z Q� p�• � T1 NNN LOT 1 / I p W p � � W 0 44,824.17 sq. ft. v ,Sg p 1.03 acres `�' LOT 2 / +J LOT 3 46,118.23 sq. ft. fb �• 44,919.68 sq. ft. �V 1.06 acres / y N 1.03 acres W z z DRIVEWAY APPROX. . / Q ' X SEPTIC ` 2 STOR / V WOOD FRAMED m HOUSE TO BE � OVED LEGEND ��� �o .p"`� • CIRF®= CAPPED IRON ROD FOUND VU _� W ® — r �,®1� �Q® f® / Z IPFl IRON PIPE FOUND N _ DRIVE TO �`004 �910 °9e 6•ar qL= UTILITY POLE p� _ _ BE REMOVED82 '12 W / xt= LAMP POST ® _ — W IV w � A�2°aa'1g. .26 A � � pa GRAPHIC SCALE Io o g �, �D��{►�u� w Re26A° NEW YORK STATE DEPARTMENT OF HEALTH m 9 m 40 0 20 40 r� 160 i M 9•Z p0 �2p WOOD OOD o 'q'r TOTAL AREA By direction of the State Commissioner of © v �' 12`E VU�1 341,965.27 sq. ft. Health these plans are hereby approved. See ti •00' 7.85 acres 4 LOT 4 first sheet for date and signature. ( IN FEET ) ((� �3720E . ROAD ^ 43,980.37 sq. ft. N 1 inch = 40 Illfi=' -- f ?s 29,568.34 sq. ft. v g 1.01 acres l ll/"`' � ------ ?�. •x� a��+ r •o L5 CONTOUR INTERVAL = 1 FOOT 0.68 acres DATUM = ASSUMED r ~- ♦ . LANDS N OF 30' DRAINAGE CARTER WOODED ♦°AO @� L°°gb®.QO \ TOWN AREATENT TO Rs4 X\ Pill These plans y approved b • w \ fPq �s /v -7 LOT 7 ZONING INFORMATION - 43,747 89 sq. ft. o Richard A. Missita Fg; SR - 1 A �° I 1.00 acres ! LOT 6 •�� s Highway Superintendent o INV=95.tl9 1� 44,502.47 sq, ft. \ MINIYfMI LOT Illladl g w � 1.02 acres \ \ v=s2.s� zD° c., a O FRONT: 30 FEET W w _ DENSITY INFORMATION: SIDES: 10 FEET/ TOTAL 30 FEET C o a LOT 5 REAR: 20 FEET WAREA° cI —1 �q 44,304.12 sq. ft. TOTAL PARCEL AREA 7.85 ACRES p 2wv 1.02 acres NO STEEP SLOPES OR WETLANDS P4 L; ROAD AREA = 0.68 ACRES p.y I r- TOTAL AREA FOR LOTS = 7.17 ACRESp OR 7 LOTS °b �L __ - - 174•091; z o - ---,-- — — — — _ _ cv $ LOT DEVELOPMENT NOTE H8f° ,SOW N • THIS SUBDIVISION IS IN THE LAKE GEORGE DRAINAGE BASIN er w 207•04, - WOODED DEVELOPMENT OF EACH LOT MUST COOMPLY WITH THE N@4p48e0011 AREA CHAPTERREQUIREMENTS OF TOWN OF QUEENSBURY "STORMWATER MANAGEMENT LOCAL 237.271 LAW FOR THE TOWN OF QUEENSBURY" �. M4°48100*W Dates MAY 5, 2005 ft RwAnd .RELY 11 Re %A LY 27, 2006 OWNER FREDA MEYER LANDS N/F OF 1548 RIDGE ROAD FETTER QUEENSBURY NY 12084 APPLICANT scaw 1".40, RIDGEWOOD HOMES SURVEY DWG. NO. 05283 16 HAROLS HARRIS ROAD QUEENSBURY NY 12084 745-5046 t2 ®f6 266.3-1-7 27-3-12 ENG. DWG. #46222-1 D- 1101 CIRF LANDS N/F OF HARRIS 105 Ili 8OY! TESTING 1 \ INFORMATION ttut rrn TP#1 TP#4 s:y 0 - 12 YNICHES: TOPSOIL 0 - 8 tNICHES: TOPSOIL 12 - 24 INCHES: LIMY VERY FINE .^aAA® 8 - 24 INCB/ES: LOAMY VERY FINE SAND DRIVEWAY - vs- 24 - 81 YNO W: VERY FINE SAW 24 - 84 INCM: VERY FINE SAND o PEROILATION RATE: 3 N AVTL 10 SEOMS PER ZAICH PERCULATYQN RATE: 3 MZNUTES 18 PER INQH TP#2 TP#6 ' I /yJ CRUS ST NE DRi4e - 7^ LANDS N/F OF ��11f'r-`i�Lt 0 - 11 INCIIES: TOPSOIL 0 - 8 INCHES: TOPSOIL — I HARRIS 11 - 27 INCHES: LOAMY VERY FINE SAW 8 - 23 INCHES: LOAM VERY FINE SANO NV=100.34 )�( / / / / - 9S � - - 27 - 77 INCHES: VERY FINE STAND 23 - 81 INt2ES: VERY FINE SAND I I I I / - � \ CRUSHED STONE DRIVE s �� �s � -a 1 / V / AREA \ \\ \ I ) — 6 # �� . MOTTLING A�T 88�ISlYG11ES PERGUU6TIQN RATE: 2 MINUTES, 34 PER INl2! I IZLT LOAM AND WTTLZMS r / /v�4s. D E/ \ \ \ \\ \\JI i 7 ' \\ -_ - \\ \ _ 9 1 $1 PERCOLATION RATE: 3 MY/R/TES, 18 SECOM PER INCFI \� I \ \\ 95 •.s TP#3 028 YNOYiES: TOPSOIL Ill // �h i \\ \\ \\ \ J - _ - ---\ \�` I \\ \\ so 5 ��j x l 0 - 10 INCHES: TOPSOIL 28 - 39 INCHES: LOAMY VERY FINE SAND /i ll i i \ -- ' \ \ \ 1 s \ \ , OP N MAINTAIN WAY FfI � 10 - 24 INCHES: LOAMY VERY FINE SAW 39 - 47 INCHES: VERY FINE SAND /I I Ii J• Il I \ � � ----m-- BE�AiNTAINED DUR NG Ili \ \ DEVELOPMENT OF LO S \ \ pp 24 - 89 INCHES: VERY FINE 47 - 89 INCHES: SILT PUMP OUT AND REMOVE / I / J \ - , 4PF 69 - 92 INCHES: SILT LOAM 69 - 86 YNq'lEs: VERY FINE SAND EXISTING SEPTIC TANK. AN IiIDT7LIN8 AT 73 INdIES - Y. MDYST @BOTTOM MOTTlYNG AT 73 IAK:HES - AtnIS TOM T @BOT EXCAVATE AND REMOVE \ \- - \ \ sp \ \ 1 wooDEo ' Y PORTION LEACHING I ( \ \ / \ — ` \ REA PERCULATYON RATE: 4 MINUTES 30 PER INCH SYSTEM WITHIN 20 FEET OF s TP#7 PROPOSED HOUSE BASEMENT. I I I 1 \\\\— — / \ \ — 95_ I \ \ / / DISTURBANCE.-LIMI 0 - 8 INCHES: IL � iI \ \ — _ / / # 7 DURING C6NSJRUCTMN \ \ \ \\ \ \ W 8 - 22 INCHES: ! VERY FINE SAND V' \ \ / - - OF-SUBDIYISIUN ` \ \\\\ \ \ \ \ - _ _ J } I;p) o o 22 - 47 IAK.Y'/ES: SILT LOAM I \ \ \ - - - - -✓ / INFRASTRucFUR \ \ \ \\ \ \ - a 47 - 77 INCHES: VERY FINE I \ \ \ \ - - ERCCf ORANGE CONSTRUCT-MN \ \ \ \ \ \ / ) r� i ,FACE T13 DEFINE LIMITS \ \ NO MOTTLING I \\ `\ \ \\� � � �\ \ \ \ \ \\ \\ \\ I � �\ \ - - — ems. 4 z t SOIL TESTS ARFONO BY CHARLES H. MAYNE, SOIL SCIENTIST ON �- 1 ® " / \ \\ \\ \ \\ \ \ \ II \ so 641 z APRIL 11s 2006 AND WITNESSED BY TOM AWCE OF AWCE EAW AEERING / \ \ / / / - AND MIKE SHAW AND VINCE RAPACICZWLO OF NYSOON. - - \I 1 \\ - I� 111 \ _ _ / os - L9T 2 \ \ \ \ I I I • 1 //// / � \\ a DRIVEWAY I I \ \ 1 �'" PR \ \ I ' I / \ 1 LOT 1 13 R, m I II 1 , m WOOD HOUAMED \ \ — � ' ' — 0 // // / �l I OIIEORSRATO S UL*V RTS ` PLANT 5 SUGAR MAPLE STREET 1 Q/ TDB / J J J I T t�OW�D T OF\EXi�\NWACE TREES 3 TO 3,5" CALIPER ( v oPA rn \ r � 1 I I \ / z! as EXISTING WELL TO BE ABANDON,CUT OFF 1 SING MIN, gELPD \ — E , GALIZ�IifNFILL WELL WITH 'P' GRAVTOP /®9��♦c/ , I �J / z WITH MIN 2' OF CONCRETE, FSE TA & C.°3 sxd a0 Cn / oo D DW#1 / "�i INFITRE4 These plans approved by: I LE I V, a dl,ao' DW 3 I I / / } \ - ( I — ' I ' — ~ � _ ` /•�--.�. _ _ Ik39 � II 1 I W 4i a� �� // / \ LOT, -4, — \ 3 09 67 Ri hard A. Missita IF Highway Superintendent 9 I V. 8a,20TIP 1` / ♦ / _ L®'hI g 1 1 ♦ \ �\ i � /// ,////3 0' DR�4IL�AGE — — — — — 1 LANDS TER N/F OF WOODED \ I I J r ) RY R EASE:I�ENT TOR O/ go POSSIBLE CLEARING _ _ � '� i �/ / I NEW YORK STATE DEPARTMENT OF HEALTH 4.4 wvsss.os l LS / / / LIMITS DURING LOT — — ® // / / ' ® / / DEVELOPMENT // / / - By direction of the State Commissioner of / / / / Health these plans are hereby approved. See �9 �92s ,--ae� \ � :..... < • -'-�� '- -� - / / /// / first sheet for date and signature. O — — — ,LOT, �� / // // / \ 70 E by PAN D -WAY- URNE / \ � Ilil -cr -Li 0 lit 0 _ _ _ [ r //I( ( \ / / ---�-_ ODED \ 1 1 1 1 \ \ \ \ \ \ \ \ / 70' Aar _.._�_=— \ \ \ 1 \ \ 1\ \ \ \ LEGEND - _� T— ii I I / SOIL TEST PIT LOCATION Li JJ// \ /i ' _ _ - /I I 1 / / 7` -H T i-I I I // /�' EXISTING GRADE CONTOUR / / / // f l 75, --- FINISH GRADE CONTOUR pal II-t_/_ i,,, (;��—(•,� NEW DRYWELLS W/ EQUALIZATION PIPE 10 / / / / so ARE NEW 12" HOPE STORM PIPE INFILL BUFFER AREAI I I I �� t WITH 2 SUMIT ASH -2.5" CALIPER 85 i ( l l ! I \ J I III - SILTATION CONTROL FENCE & 4 NORWAY SPRUCE 6 TO 8 HIGH 80 EXISTING TREE LINE Date+ MAY 4 2005 / IftvbW JU EE 2%2005 i `INFILL BUFFER AREA it PROPOSED CLEARING ROI JULY'K 2M 2.5 IPER GRAPHIC SCALE &W4TNORWAY SPRUCE-6 T,O 8'LHIGH 75 ® PROPOSED WELL 40 0 20 40 80 180 - - - - INFRASTRUCTURE CONSTRUCTION LIMITS LANDS N/F OF ERECT ORANGE CONSTRUCTION FENCE IN FEET j FETTER i inch = 40 & - - - - _ _ _ PROPOSED INDIWDUAL SUBSURFACE 1 SEWAGE DISPOSAL SYSTEM INCLUDING 8owo r.40' 507o REPLACEMENT FIELD CONTOUR INTERVAL = 1 FOOT - - _ _ _ _ FIELDS TO BE INSTALLED WITH TRENCHES SURVEY DWG. NO. 05283 DATUM = ASSUMED PARALLEL WITH EXISTING SITE CONTOURS Sheet 3 of 6 266.3-1-7 27-3-12 ENO. DWG. #46222-3 D— 1101 EROSION & SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCING S.W.P.P.P. RE UIREMENTS 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 1. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN 70' min. 40' min. EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE 1. A STORMWATER NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO SWALES AND DITCHES AND AS INDICATED ON THE PLAN. NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. INITIATING WORK AND SPOES COVERAGE FOR STORMWATER DISCHARGES FROM THE SITE ' 8' min. CRUSHED STONE OVER 2. SEDIMENT TRAPS SHALL CONSIST OF PREFABRICATED DAMS OR CRUSHED STONE 2, PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL OBTAINED UNDER NYSDEC GENERAL PERMIT No. GP-p2-Ot. S COMPACTED SUBGRADE AND PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER 2 SINCE THIS IS A SINGLE FAMILY RESIDENTIAL SUBDIVISION DISTURBING LESS THAN W FILTER FABRIC OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND - _ 3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR AS INDICATED ON THE PLANS AND DETAILS 5 ACRES, THE STORMWATER POLLUTION PREVEN71ON PLAN (Sppp) CONSISTS o a COOGGNG, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. SOLELY OF THIS EROSION AND SEDIMENT CONTROL PLAN (S-4). w •Af :, •' ? ° 4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS 3. CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY 3. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS • ONE TIME. PHASE 1 WILL BE THE CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE OF THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES E � .o • :� o •: . '` , '''• �o':: POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE a , o?,o =. , :j .0,. '„ , yn� o SEEDED AND MULCHED BY OCTOBER tot. tEMPORARY RAPID GROWTH COVER PLUS THE CONSTRUCTION � ONE (1) HOUSE PHASE 2 WILL BE THE CONSTRUCTION OF FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-Oi. COPIES O THE GENERAL PERMIT 4• ' o• • EXISTING CROPSS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE THE REMAINDER OF THE HOUSES ARE AVAILABLE BY CALLING DEC (518) 402-8109. pQ' ��. F '• d .:..o •:: •' •: '•• . a._,': <• : . GROUND STABILIZATION. ti�rS v> ' .,51 , , o ''ok. . 4. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS 4. PRIOR TO COMMENCEMENT OF INFRASTRUCTURE CONSTRUCTION CONTRACTOR SHAD- w ' " ' ' S. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT AS DETAILED IN THE LOCATION OF THE PERMANENT ROADWAY ENTRANCE SHALL HAVE THE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE TO ASSURE THAT =�_ _�_ TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY °8:• : ' ' ' GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 5. TEMPORARY SILT BASINS ARE TO BE CONSTRUCTED IN THE INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SHALL MAKE c j 6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING LOW PONES OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHALL BE LOCATED PERIODIC SHALL NALSO INS OF PECT THE INFRASTRUCTURE ROSIO&�CS DIMENT CONTROL CONSTRUCTION,EASU WHICH TIMES ALONG THE PROPOSED ROAD, BUT NOT "THIN THE AREA OF THE PROPOSED PAVEMENT: b CONSTRUCTION SPECIF'ICATiONS OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 29i. ALL SWALES AND THEY SHALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND 1. STONE SIZE - USE NO. 2 STONE OR RUBBLE UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR(4) UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM VOLUME OF 3,600 CUBIC FEET FOR 5. AT COMPLETION OF INFRASTRUCTURE CONSTRUCTION, THE CONTRACTOR SHALL MAKE �'��//� , *�IC171W10 2 LENGTH AS REQUIRED BUT NOT LESS THAN W. FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE AT A RATE OF 25 EACH ACRE OF TRIBUTARY AREA. BASINS SHALL ALLOW COLLECTED WATER TO FILTER SURE THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION 3. THICKNESS: NOT LESS THAN 6". POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WITH INTO THE EXISTING SANDY SOIL IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. 4. WIDTH: 24' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH STRAW IMMEDIATELY. MAINTAIN THEIR INFILTRATIVE CAPABILITY. AT POINTS WHERE INGRESS OR EGRESS OCCURS. G & FILTER FABRIC: WALL BE PLACED OVER THE ENTIRE AREA PRIOR 7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN 6, CONSTRUCTION OF THE SUDIVISION INFRASTRUCTURE CAN THEN PROCEED INCLUDING: TO PLACING STONE EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF GRADING AND PLACEMENT OF FILL, INSTALLATION O° All UNDERGROUND UTILITIES. STABILIZATION 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. THE SOIL AND WATER CONSERVATION SOCIETY. INSTALLATION OF STORM DOFFILLS AND ISTORMNSTALLATION SEWERS, AND ROADWAY CONSTRUCTION. R N 7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS @ PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. 7. FOLLOWING COMPLETION OF THE STORM DRYWELLS THE CONTRACTOR SHALL INSTALL SILT SOON AS PRACTICABLE IN PORTIONS OF THE SIZE WHERE A >s�i l� ��� a 5 THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS MAINTENANCE FENCE UPSTREAM OF THE DRYWLLLS AND INSTAL- FILTER FABRIC UNDER THE GRAVES TO PREVENT ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT 3 e a CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED STORMWATER AND SILT FROM ENTERING THE DRYWALLS UNTIL THE ROAD PAVEMENT IS COMPLETE IN NO CASE MORE THAN 14 DAYS. 8 E TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY AND ROADSIDE AREAS HAVE BEEN TOPSOILED. SEEDED AND GRASS IS ESTABLISHED. e ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. HAS BEEN REDUCED BY 50X 2. STABILIZATION GRASS AREAS INCLUDES HYROSEEDING USING & WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-Or-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE 2 ALL ER ON AND SEDIMENT COITRa DEILES SHALL INSPECIID 1ITHIN 24 & FOLLOWING COMPLETION O�' ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS TACKIFlER ON SLOPES OVER SO OR SEEDING AND INSTALLING ��� ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE AREAS REMOVE ANY COlECTEO SEDIMENT, REMOVE THE SEDIMENT A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE & TRAPPING DEICE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE GOO) WORKABLE CONDITION. CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DIISPOSE ON SUES OVER 4.1 INSTALL EROSION CONTROL BLANKET - NORTH AMER ICAN § Z PROVIDED AFTER EACH RAIN. OF ALL WASTE MATERIAL IN A LEGAL MANNER. GREEN S-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. ���' �� ��f i e E z 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. Site Areas CONSTRUCTION ROAD ENTRANCE 4. ANY STOCKPILES OF FILL.. TOPSOIL EXCAVATED MATERIAL SHALL BE COVERED OR NOT TO SCALE CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. BUILDING AREA: d LIMITS OF PAVEMENT: m Sr NE DR ' � TOTAL AREA OF DISTURSAOM of - 0.41 ACRES L �' 27,150 of - 0.62 ACRES �+ e : 4.3 ACRES s» 1 INV-100.34 I`f/ / / / / r- - 9$ i- "'r" 1•--• rp '9n y" r '�.'-_ _ CRUSHED S70NE DRIVE\ 1: Ir y NV=49.e9 / WOODED / ~ \ I NEW PORK STATE DEPARTMENT OF HEALTH "�' I� AREA \ \\ \ ! I � r � `-=-'�� - By direction of the State Commissioner of C/1 Z _ \ _ - _ _ Health these plans are hereby approved. See A f� -- 10'-0" O.C. MAX. III }� / // 1�\ \ \\ \ \ SEDIMENT C'OPTTROL�CE\ 95 tiq sheet for date and signature. rn" I \ \ \ \ DOWN GRADE OFvALI I \ \ \ 90 a DIMRBED-GROUND \ \ \ \\ q LIFE � 36" FENCE POST, 10' oc MAX / I II \ l I / \ \ - \` \ \ \ \ \\ DRIVEN 16" MIN INTO GROUND \ \ \ \ / / \\ \ \ - - \ \`\90 \ \ \ \ \ } \ \` WOODED \ \ \ I WOODED W I \ \ \ \ �\\\ / / \ \ \ \ ��. \\ \ / / \ \ W E4 WOVEN WIRE FENCE W/ FILTER CLOTH OVER I / \ :::>:< : •> :>::::•: . \ \ \ \ \ \\ MIN 14 1 2 GAUGE, MAX. 6 MESH SPACING ......•>'.. F OW / " ) '.;:hi:::. ti'ra .:; :::, .yv:•ii:. �-:.:::� :. \ \ \ \ ` \ / \ \ A O �MBED IN GROUNDS MIN. Q _ 1\ \ \ \ / :: :::; ::•::: : :<:: :`•>: \ \ \ / \ _ - - __ 1 -I I `,•,:;' ::" :It:,r:.; Q I \ \ \ - / -0i:{{•:?'.G:v •::?`S•::.;y?:,;::;:yZ j1�;'>f:•:': t< f'a?\:?i::. _ \ \ \ ` , / z qy 'tj UNDISTURBED GROUND :.s.�r, . ... :•. .:::::.... :. Q \ \ •;•>:.:: ::» �::.;:: rf::2<%: : ::;: <:::. •:.. 1 / W -III-I III- - I ;>::: . .;:.:.::« T1�PICAL OSION, W - - - :�+ r ::,>.::>'-' ': ---__ di T cONTR FENCE / a ': `:':<;.::::;:.1 :.:. ::.:•":::' :: ;:' .::.::. .: ::: ., �-T i t/1 -1I I_I I I1_I I1_I I �*:.. . ::., z I E OF ::: ::;:: : : > : :: :.';:.::> :>:.: , -- - - - �� �: �#...,,.,... :=�•�• - �- -- :":�;•;:.:>:.>:. . .�� ;.:�:.:.;:.: CON 0 OR rHOUSE g W III- ( 1- ..• .. . •.. ;:; :::iri� ii`z'�i;i :;�:'•:;•: � a9 - L , - - I I U G \:•::::. •. [ / t0 _ 0 .i is ` / - 9 .a CN SOIL BACKFILL ,._-:,•: ',.,.,. .: •:�>,' �>'..r:...,. :,,}:':1 . .:'..::: r: .. . ::.:`.: .:;..•' >�:.;;:':,�:t�,�I yi+ \ ...:. .. ...... ........ ..•} .,1,_-: :,::. ., ,. :.•...w:: ::.., ::: / .:;:v:G ?�'t:v:'LY:'•F;:yi r: v:: `:'; •'7;�ti:? {> L7I {%}` 1 ':;::•. ?'17:: :: I I I / ,- M, DRIVEWAY ' ":: a:k. .•.. ,�- ,::, };::•y;C, ;!:q. v..•:: ::.�.�:•::::::• v.•: -::-: :.� I / / \ \ \ FLO CN PAO :': -.-:''.:::.......: ... „'; d ..; .• :..-.� ,.^4....' R•E?F�f2 .�r.,..,.•., \ :a:i 'S:i ::=:::e:.:.�::::::•>:::•:::<".:•;'i<•:::�:,4:•:: :. . :•:•x•::•• I / r ,, :. .....r , .:., . ...:.. .. .... ... .. .. PERSPECTIVESEDIMENT CONTROL FENCE I . ..... ............ •�:��::::•>�•: : .... .; ! M / M NOT TO SCALE / '•'.: :. :as:;:> :'• ::•x:-.;�:.`:: � : •': : .::•.�� STg81 EIENTIR DRI. AY 1MTH� \ / T.. :....:. . ..... .... \ 8/ •:.TQ16E,. : .. :., .:.... ..;,,,;::,.. :.•,�:.....: VE UR A E AND\U FmR A \ , - / ;,,;'�. .. .. ,.. ..„. ... .. .. . .. .. ...::..:....: , :..,-,:.�::= > : ::�::':::=-:•:<:;•:;:•>: :•-;::.;;>::�:;:;. ;:��:� :�::....... . COS \ - ... . ...:-: •:.L'•;�">:'.:;::..: ;.'.> .:. ' ,..,, > :� N:,.;......�,::.:::�:::•�;:;::.�>::::;::: � U��CN S �4'0 ITT: I - I:f':. 'Sic:•:>•;:'' I.i / I . : EARTH M •'�x:•-EA H BERM AS ,.:... . , r I I I REQUIRED TO DIRECT - OVERFLOW TO GRASS .:.... .. .. .: :.. _. : ::,,,.,:::::-:::.`-,. : . ;'`;..;...:•. ;. . ..�;'...,..,.?�.. ! J / OUTLET STRIP INSTALL CONSTRUCTION ROAD / r �..-....... . : •:•i ': :.*.. / ENTRANCE PER DETAIL ". �'1 _ , ♦ry:� Ott ,Jf :... ..:::. h.r / 5 C�" /.. / 4-4 105 c \ / t / ............. .. . ...v ....r.u..:. :... - - '�. t. I _ / L®1, ::.: ..:..: 7 / OUTFLOW / h WR E '•'� 1 INFLOW EXCAVATED ...... a::::•::::::: :...:...:::•:;_:•a;: ti... ....::....;. . . .. . ... .. .. .:..t: \�.. .;.; ,; :: :`i:". w : : B ,20 / \ Sj GRASS OUTLET STRIP. C :•>::•:>:::::�:•:,':t.:::::5:e�:> :::•>.:::: ••. �::.:�:::,... ;• ; ;; •, ;:.:c.-:,. .. />a �9 BASIN / / : r•::>:::::::::::::::::::. •:: .. :.;•:::;:•> .::::: MUST REMAIN UNDISTURBED, "" �_ , „ :; •:......�..: ::.... ..:::::::::::::. •;:i ::;:: SEDIMENT BASINS I 2 _' . ::.,.:; ;.. . ,, :, / Lao O ]�•/�� LEVEL & VEGETATED, I l / / :;<> Yi}:4:•:'::>:c;;:•:'•>;y; :::.^:;: ;•::>:`•:}:i:``<>: :v 1: r}'.•>;• 6': / / \ Vd L EL WELL VEGE A ED, � /. •::•::•:�r:,:T!:>t>:•:.:;•::.�::•:;•::;:••. ••: >::::>::>::�. •::• :.:+•::. • :•::,� . ._,..,Y ,.. ......... :..:..:;,r / / \ I ,r.... .... ...... j1Hl�. 580 cu.�VOLUME <''::..:•: $�:,::: .� / :::::.: . .:::::::. ::;:;;.>. ::::::::.;:.;:;: :.:::.::,:.::. `-• ..::..�: .:�. :::. LO'h 6 •, • °. t,;'s7D'cu�ft. uME :::: ::. •:•. •::::•:�'-: •,�:. ::.•::::.:.. :. :::: s>;::.: •. ;.;;:,� . :::. •. \ I \ Vol` I !?'r %;•> < :; »k: E UN SuO�TR ® / / SEDIM . COWMOLFCNCE / 5 . I'` 75 L�::,` <' <: : > i:':•:<;>` ;:F ;; ::. •. :::::::. .. :::•::•c::r, \ /+ / / WN AIDE p� ALL / / / :%:< ::<?<;`,>? i is<::: :•:a:'•:::: : ..... \ FR RUCI / / / / DISTUR ED OUND iji�i• > :' `� :?>::�i> Hsi:;i^::;::; ;:•>'•: • :'<: :�: ::�ii��<:�5 >:::; '`•:� \ � / / / / / / _..- / / / / J 1 J IN -9 0 / i V 5. 9 / / •,;•:.;•:::•.;:::•.;•:::;•::.:•:::::: PLAN MEW / / ;:;•>:•::.;::.;•>::<:::.::.; ... .. a Il / / ',.,--_\. -\• r'' - - _' - - \ \ \ } / LOT i5 i / / / NOTES: IIII ( / / �.. "" \r- �' �\ \ \ \ / / / 70 QBte% MAY 5, 2005 1. REQUIRED VOLUME OF SEDIMENT BASINS ARE SHOWN ON EROSION & SEDIMENT CONTROL PLAN. III < DIMEf1T_GONTROL_.FIzN_ _ \ \ \ \ \ \ \ \ \' / / / / / / Re JUNE 7A 2005 AVAILABLE VOLUME SHALL BE CALCULATED BY: V - .4 x SURFACE AREA OF EXCAVATED PORTION �r L, III IIII \ - - DOWIJ GRADE-(VIE.ALL j'td - - \ \ \ \ / / / / FR0 JULY It 20DO BELOW ELEVATION OF OUTLET STRIP x MAX. DEPTH. 11 1 IeSe tans a roved b 11 \ \ / ® - - -DSNRBED GROUND - c� n \ // / // p pp Y IIII _ _ - - _ - - oQ. i _ \ \ 2. MIN. CREST WIDTH (ft) SHALL BE 4 x DRAINAGE AREA (acres). l I I YPIC /ER-OS101l� - _ _ _ _ _ _ 11n _ _ COINER FOR IOITSE- - - - - �o ¢ I � 1 \ \ \ 3. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER. :��/ Z� 0 7 ' III I == �g�� _ _ - - - o } 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO OflGINAL DIMENSIONS WHEN SEDIMENT HAS r� //I KX L ACCUMULATED TO 1/2 DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA RI hard A. MISSIt1 II i I \ - _ _ - _ , _ - WOODED 70 AND STABILIZED. / / r RR Highway Superintendent 5. SEDIMENT TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABILIZED WHEN THE UPSTREAM DRAINAGE AREA III \ - /i% _ - _ M I / I �' -1 I i-t } I II I I HAS BEEN PROPERLY STABILIZED. //// \ / // _ _ - - W/ / / I / / /T / } } r i I _ / / // T '0' GRASS OUTLET SEDIMENT TRAP _7`/ ) I I I /C//// 75 SURVEY DWG. NO. 05283 NOT TO SCALE IIII � //// -I--F- �// .® JlI 00 / 90 / / / / / l l l l / l J I I / I vIOVI D D pp a E I I I Sheet 4 ®1 6 266.34- 2 -3-12 ENO. DWG. #46222-3 D- 1 101 INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END 50'-0" RIGHT OF WAY TOPSOIL OR PAVEMENT SECTION ELEVATION FINISHED GRADE ... .... =SUBGRADE 'HEI I MI I I IIIE=Ei I MI ITRENCH BACKFILL FLARED END SECTION 24'-0" TRAVEL LANE UNDER PAVEMENT, USE SUBBASE MATERIAL wl BOLTED COUPLING BAND 2*-0* 111-00 UNDER LAM, USE EXCAVATED MATERIAL V-00 I I F 101 LITIL. EASEMENT UNDISTURBED SUBGRADE 12" min DOT MEDIUM STONE FILL 1 7— by 6 WIDE 10' LONG CULVERT PIPE 3 1/2* ASPHALT CONCRETE -2* COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 41-00 pt 0 PIPE BEDDING MATERIAL -1 11r COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 SAND OR FINE GRAVEL STORM DRAINAGE PIPE BURY END 4" INTO SOIL -t SEE PLAN FOR SIZE AND ELEVATION o v ye 4* min #2 STONE ...... .. 0 Tk a 0'�' Li MAX j60ALLOWABLE 6* TYIP MADE TO DRAIN ftft �PCb;) 6' - - ....... MIN. ALLOWABLE 1/4 /FT. 1/4 1gill.1 SLOPE (2%) ... ....................... ....... .......... .................. ......... ............ .. .... ELECT.. CABLE TV �.. -:,, ........ ........ ...... ......... ...... STORM PIPE TRENCH DETAIL CULVERT END SECTION AND OUTFALL .......:. �51 1 . .............................. .... ... ............... .......... .......... ................... .............................. .................. ...... .............1....I. ,.....'' NOT TO SCALE .......... ......... ...... ..— .... TELEPHONE & GAS 5 NOT TO SCALE 00 61 A 0 0 1191V116,11210 V DRYWELL LOCATIONS mll I AS SHOWN ON PLAN INDIVIDUAL DRIVEWAYS SHALL BE !.2"1 COMPACTED SUBBASE (SEE DETAIL) GRADED TO MEET PAVEMENT ELEVATION 01; AT TOP OF YANG. IN NO CASE SHALL INN. 1151111 PAVED DRIVEWAYS BE ALLOWED TO CUT OUT WING-TYPE WING SECTION OF PAVEMENT. SWALE BASE COURSE - MINIMUM DEPTH 12" NYSDOT ITEM 304.05 TYPE 4 TO BE COMPACTED IN TWO LIFTS V3 C0 C) TYPICAL ROAD SECTION z NOT TO SCALE z 00 PMSTA = 1+14.16 N z Z PM ELEV = 102.49 A.D. —3.00 K 50.00 150.00' VC ASPHALT ROADWAY These plans approved by: z Ffichard A. Missita U3 W Highway Superintendent 4 ,00 g 04 0 Im COMPACT BACKFILL IN z 12* UFTS To 95x PRocToR ti DENSITY LOW POINT ELEV - 86.49 FILTER FABRIC-\ NEW YORK STATE DEPARTMENT OF HEALTH co LOW POINT STA = 4+55.81 By direction Of the State Commissioner of Go Health these plans are hereby approved.See 0 + PM STA = 4+55.80 #2CRUISHED STONE--- first sheet for date and signature. PM ELEV = 81.99 A.D. = 12.00 a K 25.00 8" PERFORATED HOPE PIPE 300.00, VC 2'-6" o w +9 9 INFILTRATION TRENCH 0 10"ooll"11 NOT TO SCALE V) z E-1 HEAVY DUTY PRECAST COVER w/IEccENTRIc HOLE. USE ROTATION OF COVER To ADJUST C) Z I.P OF GRATE V TO MATCH q OF YANG SWALE. cr ON SIDE QE ROAD ADJACENTTO ml MAIN USE ECCENTRIC GO= IQ LWAIE 01 YIYELL AS PROVIDE SILT FENCE AROUND CATCH BASIN 0 z FAR__AWAY FROM WATER MAIN A =719& AND FILTER FABRIC UNDER COVER -COVEIR & DRYWELL RATED FOR M-20 LOADING UNTIL PAVEMENT IS PLACED AND GROLINDCOVER DRYWE" 3 #1 & #2 HEAVY DUTY MANHOLE FRAME & GRATE HAS BEEN ESTABLISHED IN R.O.W. STA 2+.9:0 QUEENSBURY WING STD. BY SYRACUSE CASTINGS LMj RIM EIFA' 94.05 C) E0—4 8" PERF, H:DPE MAX 6* BRICK & Proi W/114FILTRATIOSEN 0 E DETAIL TRENCH MORTAR ADJUSTMENT C) C) YANG SWALE BACKFILL V47H NATIVE BASE COURSE SOIL & TOPSOIL p:; 4)tw P4 R DRYWELL #6 DRYWELL #5 0 STA 4+1 .36 DR YW 1LS #3 & 4 STA 4+96.25 0 08 0 RIM ELEV 86.57 STA ,+55.81 RIM ELEV 86.57 0 0 0 0 E 8' DIAL PRECAST RIM _EV INV. LIT 83.80 86.14 0 CONCRETE DRYWELL Li FORT MILLER OR S' DIA. EQUIVALENT 12!' 0 EMERGENCY OVERFLOW PIPE FROM P; DRYWELL #4 AS SHOWN ON GRADING AND DRAINAGE PLAN. S PLAN FOR L so 0 SEE 0 LOCATION. INVERT ELEVATIONS AND GRADES. 4 LINE EXCAVATION WTH FILTER FABRIC BEFORE Dato MAYA 2DD5 8" EQUALIZATION PIPE PLACING STONE %Vbed%1ULY It 2006 TO ADJACENT DRYWELL iv .6 6?ub U(V 1& 8" PERF. PIPE & INFILTRATION DATUM EL87 TO BE SET LEVEL TRENCH - SEE PLAN FOR Loc. & INV. 70.00 E _U 0) STONE FILL SHALL CONFORM To NG NYSDOT STANDARD SPEC. SECTION PRECAST CONCRETE FOOT __10' DIA. I P Cq 70 9 99 9 F4 a) In'z 9 60 3-OZ COURSE AGGREGATE TYPE 3 0) 0) 0 9 9 gg 0 old COMPACT IN 8* LIFTS I I I I — 9 0) DRYWELL DETAIL --- - 0+00 1+80 2+00 3+00 4+00 5+00 6+00 NOT TO SCALE sowe as rooted RIDGEWOOD COURT SURVEY DV/G. NO. 05283 r-4 HORIZ. SCALE. 1"=40' VERT. SCALE 1*-,V 6 - 5 Sh"t 5 of 6 266.3-1-73 27-3-12 ENG. DWG. #46222-5 D- 1101 SCREENED 4R AIR VENT GROUND WELL LEVEL a2 LEVEL CONTROL CONTROLS TANK w WATER STORAGE TANK 2'-0" 4'-0" 2'-0" ? } o� ,� 4 PRESSURE 0 o h� PUMP CROSSASL ti o FROM TANK VENTED WELL CAP WITH SANITARY OVEft�.L TO AUAW ON SLOPED TES F p e WELL DRAIN 0SEAL FOR ELECTRICAL CARIES FOR SETT AIT a i 3 - EARTt 12" T 19" TYPICAL DETAIL - SUPPLEMENTAL STORAGE TANK m p GARAGEz fltL 6 NOT TO SCALE S INFILTRATOR CHAMBER Sr��tEA1 •,,S •.,,, o` HOUSE NOTES: EQUALIZER 24 OR EQUIVALENT. N °'`',,, ,j*Lillt,,,t��• 11"t I. TILE FIELD TO BE 100' OR MORE FROM ANY STREAM, LAKE .a,,. OR WETLAND; 20' OR MORE FROM ANY DRAINAGE DITCH; AND 10' aj74� OR MORE FROM ANY WATER LINE UNDER PRESSURE. PROVIDE SOLID CONCRETE BLOCK SPLASH PAD UNDER TIGHT JOINT 4" PIPE 10'-0" PRESSURE STORAGE TANK a BENTONITE GRQU INLET PIPE OF EACH TRENCH ,n ON SLOPE OF 1/4" /FT. MIN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION MINIMUM SIZE: INLET CASE cN b E 20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR 2 BEDROOM HOUSE - 42 GAL 3 TIGHT JOINT 4' PIPE SCHEDULE 40 PVC WITH CEMENTED JOINTS. 3 OR 4 BEDROOM HOUSE - 82 GAL MAXIMUM SEASONAL Hi0H H s B ON SLOPE OF 1/8" /FT. MIN. 5 BEDROOM HOUSE - 120 GAL MOTOR CABLE GROUNDWATER ELEVATION SEPTIC TANK 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST 0 6 DISTRIBUTION BOXIII IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT INFILTRATOR ABSORPTION TRENCH SECTION SW }ajg LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. ABSORPTION TRENCH 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE P17LESS ADAPTER WITH SANITARY N.T.S. SEAL FOR DISCHARGE PIPE TOPSOIL 8 m61.), SEED AND 10' MIN. -"--- AWAY FROM SEWERAGE SYSTEM. WELL CASING INDIVIDUAL WATER SUPPLY NOTES �' ►�N• M nI "SE AND ALL m�sea<R 50% EXPANSION AREA 5. DISPOSAL FIELD SHALL BE CONSTRUCTED WITH TRENCHES AREAS IMMEDIATELY PARALLEL WITH EXISTING SITE CONTOUR LINES, 1. THE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH IDNYCRR APPENDIX 5-B, AFTER INSTALLING SYSTEM PROPERTY TITLED 'STANDARDS FOR WATER WELLS', FINISHED (MADE LINE 6. FOR RAISED ABSORPTION TRENCH SYSTEMS 2. AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED D ' PIPE d •� 10' MIN. HORIZONTAL SEPARATION DISTANCES SHALL BE IN A MANNER THAT REQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE -�- 0 MEASURED FROM THE EDGE OF THE FILL UNTIL THE PUMPED WATER IS REASONABLY CLEAR AFTER PUMPING TO WASTE, THE WELL, PUMPING 19 iMAX -III I I- I- w '" ® Re EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE BEING PUT INTO USE. DISINFECTION " SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY, _� 3. INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM =11� III 12 MIN. c c SEWAGE DISPOSAL LAYOUT SUSTAINABLE YIELD OF 5 GPM OR MORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN III,;,11(-III BE USED TO HELP SELECT WATER STORAGE THAT WILL ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD NOT SCALE WATER DEMAND, THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN THE WELL, OR A COMBINATION OFF MU�Aa� W Z O BOTH. TANK PRESSURE OF 80 PSI GPM 0 A STORAGE INFILTRATOR CHAMBERS z RECOMMENDED MINIMUM STORAGE (GALLONS) NUMBER OF BEDROOMS 13OTMM OF WOO TO BE LEVEL # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD WELL YIELD (GPM) 2 3 4 5 BOTTOM OF TRENCH a 5 NON E REQUIRE ri' %<€;i;;;t;iirii:;ii::;'z i;:.iriri%:'s;:iss:?:F,".5:::a.'f;>;>sfi BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH '>--- -- ---.----- - --. NOEL- ( SEE NOTE 1) G.P.D. GAL. SURFACE AREA S.F. PERCOLATION RATE (MINUTES) 3 TO 5 100 150 200 250 1. BOTH ENDS OF INFILTRATOR CHAMBERS MUST BE C� ( CD (SEE NOTE 3 & 4) 1-5 8-7 8-10 11-15 18-20 1 TO 3 150 200 250 300 CAPPED WITH END PLATES SECURED TO CHAMBERS p� 21-30 0.5 TO 1 200 1 250 tmT 2. ALL LA CC TERALS TO NEW �BE OF E W EQUAL Y LENGTH. ORK STAT E DEP AR T INE NT OF H 2 220 loon > EA 92 710 723 138 958 iB4 o s HEALTH 27 RECOMMENDED,,,.. ED OR usE:<::;><:>:>::>: I:: >< :::: TYPICAL WELL DETAIL 3. MAXIMUM TRENCH LENGTH Is lTo FEET. � � `°" y direction of the State Commissioner of � 3 330 1000 27 138 185 184 207 236 275 4, WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS, WATER QUALITY NOT TO SCALE Health these plans are hereby approved. See INFILTRATOR ABSORPTION TRENCH PROFILE SHOULD COMPLY WITH 10NYCRR PART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY first sheet for date and signature. � 4 440 1250 34 18a z2o z4s 275 315 J542 PARAMETERS TO BE TESTED SHALL INCLUDE COLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, N.T.S W 5 550 1500 40 230 275 3C8 344 393 IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY AND TURBID%TY, ADDITIONAL SAMPLING MAY HE NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OF CONTAMINATION, WATER QUALITY 6 660 1750 47 275 33D 367 413 472 SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THE DRINKING WATER STANDARDS. ���7•�� M TANK SIZE REQUIREMENTS FOR MORE THAN 8 BEDROOMS SHALL BE 5. WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE P4 NOTES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN HOUSE TREATMENT IS RECOMMENDED, EXCEPT FOR SOFTENING, WHEN WATER SOFTENING TREATMENT IS z b W 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS, SQUAREFEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. PROVIDED ONLY THE WATER FLOWING TO THE WATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED N®ITE• W �4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE TO PRODUCE A BLENDED WATER HARDNESS OF 50 - 80 mg/l, TREATMENT MAY BE INSTALLED FOR IRON 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODOR CONTROL, FLUORIDE WITH 1.8 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND REDUCTIDN, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL. DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION U SHOWER HEADS A DUAL COMPARTMENT TANK (OR TWO TANKS IN D TO ACCOMMODATE WILL ALSO BE REQUIRED. 6, AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY, EXCEEDING THE DRINKING WATER TRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM Zi m ro 5. USEONSITEFI WASTEWATER SYSTEMS WERE NOT DESIGNED TE REATENTE EXTREME WATER STANDARD OF SNTU ARE NOR APPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT. OXIDIZED IRON OR USE INSTURESALLATION SUCH As JACUZZI/N-CONSSPA TUBS AND WATER OR EXTREME E WATER MANGANESE TURBIDITY SHOULD NOT BE INCLUDED WHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BE MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS SUBDIVISION. THE INSTALLATION OF NON-CONSEE AP WATER FIXTURES OR EXTREME WATER REMOVED BY TREATMENT, TREATMENT FOR TURBIDITY REMOVAL MAY BE ACCOMPLISHED VIA AN INLINE U FIXTURES Is CONTRARY TO THE APPROVAL of THIS REALTY sueww�oN. CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS (Le., 5 MICRON ULTIMATE FILTRATION CAPACITY), SEWAGE DISPOSAL SYSTEM SIZING 7, DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS. NSF CERTIFIED PRODUCTS ARE LISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT httpt//www.nsf,org CONCRETE OR STONE MARKER ABOVE ALL RECOMMEND ALL ACCESS BERRIED COVERS & CLEANOUT OPFiNiNGS RECOMMENDED. BE RAISED TO 8 BELOW FINISH GRADE. ACCESS APPROXIMATE U TRENCH SACKFILL SHAD. CONTAIN NO SOLIDS LARGER THAN 2'-0" 4°-0" 2'-0" 15R MAXIMUM FINISH GRADE APPROXIMATE HATCH FINISH GRADE INLET BAFFLE 12" MM. COVER OVER ALL STRUCTURES 3 INCHES IN DIAMETER CROSS SLOPE OVERFILL TO ALLOW ON SLOPED SITES � GROUT WITH NON-SHRINK 11 DISTRIBUTION BOX FOR SETTELMENT GROUT (TIP.) ELECTRICAL BY FORT MILLER OR Omni vj BOXCTiON EQUAL U BARRIER MATERIAL TO BE w b TERMINATE ALL PIPES pRP�YJ z 8" - 92°' EARTH a) FLUSH WANSWE WALL s�oQE �_ FILL PERMEABLE 15N OR EQUAL 3 PUMPUBMERSIIBL (q iv ° °�o ALL OUTLET fNVfRTS C 2" MIN. LATERALPERFORATED AM . COPE LIQUID - �OOO�PEA D�(A 4-1 C�flYtFiE SAME ~ '� - 000 °D 98" MAX. p P� PER Foor MiN. SLOPE 4 N� - DISTRIBUTION BOX �A'�' ELEVATION. ° .. WASHED CRUSHED STONE 44 PER F007 ALARM ON E (USE OF SPEED NOT TO SCALE ENCOURAGED) LEV<7 ER5 8-0 �v T PUMP ON '� �' 1 1/2" FORCE MAIN 24 MIN. SEPTIC TANK g 2 DIA. PPE - PVC OR C� BY FART MILLER v POLYETHYLENE PIPE vhM OR EQUAL E](Li INLET & CUTLET CHECK VAL MAXIMUM SEASONAL HIGH GROUNDWATER, -_ cc BAFFLES iE F PUMP OFF 3/8" WEEP HOLE IMPERVIOUS SOIL OR BEDROCK 'd STANDARD PIPE ABSORPTION TRENCH SECTION �° o.Q a.a 1 SEPTIC TANKS 1MTH JOINT BELOW THE LIQUID LEVEL MUST BE TESTED » NOT H SCALE FOR EXFILTRATION PRIOR TO I S s e ACCEPTANCE BY THE LOCAL CODE o z CONCRETE TO BE ENFORCEMENT OFFICER tr TROWEL FINISHED ED a 10 aZ�i� 0 4'-0 I.D. PRECAST CONCRETE 3 MANHOLE WITH INTEGRAL BASE MERCURY FLOAT EFFLUENT PUMP to AND FLAT SLAB TOP. SNITCH WITH MINIMUM 2x WIDTH AS MANUFACTURED BY FORT MILLER WEIGHT (TY'•) MAXIMUM 4x IDTH OR EQUIVALENT a' (NO LADDER RUNGS) TOPSOIL SEPTIC min.), SEED AND INSTALLATION OF DISPOSAL FIELDS MULCH sEPnc SYSTEM AND ALL EFFLUENT PUMP STATION NOT 70 SCALE 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, BARRIER MA C AFTER AREAS IMMEDIATELY AND SHALL BE IN ACCORDANCE KITH THE N.Y.S. 12" MAX �.I I I I I I( 1117 AFTER INSTALLING SYSTEM O 00 (MAY IE OMITTED IF SITE GRADING PERMITS GRAMTY CONNECTION) DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND 00 ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE ANb PROVIDE 3 SAND OR- b_$,Cp CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. PEA GRAVEL. UNDER TANK T� 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM SEP E 1 C TANK NOT TO MODEL 3 SYE03L TOTAL DYNAMIC EQUA HEAD. PUMP To BE 1/3 HP GOULDS 2• OF THE DISPOSAL EQUIPMENT ER PIPE INSTALLATIONHAS BEGUN. 2" MIN. �L)Apo �E ® 6" MMI. O 2 PUMP CONTROL PACKAGE TO BE SUPPLIEDSUPPLIEDBY MANUFACTURER. 3. AFTER EXCAVATION 2' WIDE 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 AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN D SMEARED SECTIONS OF TRENCH. pc� 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE O 0 DE:to MAY 3,2005 AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL JM SEPTIC TANKS INSTALLATION OF DISPOSAL FIELDS OTHER WASTE MATERIAL INCTHEISTONE AND PIPE. SOILS AND 9 1/16'�-1D/32 PE FF� LE� TRENCH BOTTOM JU.Y11 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE JANUARY 1. ALL E DE SHALL T OF H ALTH AN REQUIREMENTS of THE NEW TE 1• CONSTRUCTION SHALL BE As SHOWN ON THIS Druw7Nc, 5. THE PIPE SHOULD BE 4 ON AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT '2OU7 STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. CON71NRELAM NUS G SHOWN ON THIS SAGS, HUM MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS 1. END OF ALL DISTRIBUTOR PIPES MUST BE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. DEPARTMENT 6 I HEALTH INDIVIDUAL THERMOPLASTIC SYSTEMS, AND WN OTHER UNSUITABLE GRATES WiTHWT SAGS, HUMPS. SEPAL BE ,QUINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID PLUGGED UNLESS INTERCONNECTED. ASIM GATED 8 INSTALLATION OF INK LEA H FIE PIPE AND OR OTHER ILESW CONDITIONS. THE PIPE STALL BE LAID 2. ALL EL FOUNDATION. TO BE PLACE ON FIRM, COMPACT SAND OR CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS WITH THE HOOLES DOWN IN ALL CASES. WITH THE HOLES DOWN IN ALL CASES. 2. ALL LATERALS .TO BE OF EQUAL LENGTH. GRAVEL. WUNDATION. WHEREVER EXISTING FOUNDATION AS CONDITIONS 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS 3. MAXIMLIM TRENCH LENGTH f$ BD FEET: ARE 2ARYABLVIEV?kDSTA�BIEE SHALL FOUNDATEION�� s. FOR INFlLTRlATOR SYSTEMS THE BOTTOM OF TRENCH SHALL 8E LEVEL 6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF 1RENCH SHALL BE LEVEL OF THE o1SPosaL FIELDS AFTER PIPE INsraLLATIDN Has BEGUN, PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED NECESSARY TC PPoOR TO PILApNG THE INFILTRATOR UNITS. UNITS STALL BE INSTALLED m AREAS SHALL3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REWIRED, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS 3. CON3TRUCnOtd DE9IXHW F TRAFFIC Z 7WIm. LOADING.E EXTRA HEAVY AND WALLS AND TOOACHIE°EVVE AN EVVEENTUSURFFACE SHOULD LAW SOLID CONCRETE BLOCK SSPLASI SECURELY PAD SHALL BE IPLAACEDLET �UNDEEREND TTHHE END TRENCH.TH END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. STANDARD PIPE ABSORPTION TRENCH PROFILE 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED SMEARED SECTIONS OF TRENCH. INLET PIPE ANTO EACH TRENCH. SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE NOT TO SCALE FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE 4. FOR PIPE SYSTEMS PLACEIdENT (>F CRUSHED STONE, PERFORATED PIPE 8. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL INLET PIPE INTO EACH TRENCH. 5. Ail JOINTS MUST BE SEALED. AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL AND TO DIVIERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 8. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND THE �� FIB• AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY Scatle MB ndod x_, }._• OTHER WASTE MATERIAL IN THE STONE AND PIPE 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED FROM THE DISPOSAL FIELD. UNDER PAVEMENT. 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED SURVEY DWG. NO. 05283 ». UNDER PAVEMENT. ff Sheet 6of6 266.3-1-73 / 27-3-12 ENG. DWG. #46222-6 D- 1101