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O'CONNOR, BRIAN MAP REFERENCE: $T]ITEHEN'P_OF_INTENT i/ DRILLED WELL _ / / THE APPLICANT, BRIAN O'CONNOR, WILL INSTALL OR CAUSE TO BE HAVILAND ACRES SUBDIVISION INSTALLED ALL SITE IHPROVENENTS IN ACCORDANCE WITH THE DULY ADOPTED r' AND PUBLISHED STANDARDS OF THE TOWN OF QUEENSBURY, BY JOHN B. VANDUSEN / ° FEBUARY 24, 1976 © / i < 2V `ZONE INFORMATION: /4 a a'2i' S rc MINIMUM WIDTH - 150 . 00 FEET LIQUID SETBACKS : �� G \ 2i S" LI:UI' FRONT: 30 . 00 FEET } ✓ wE'GHTE_ SIDE : SUM OF 30.00 FEET WITH MINIMUM wE,GeTS \. - r , j OF 10 . 00 FEET . FL4T SL49 tOP 2I'D / 7nTTol 9L>3 /// / / ( / Z6!0 R EOTipu REAR: 20 . 00 FEET J 30/TOT4L ALL ''I/2' TN1CN 959}' i^14L ,764• BGTT0. TOP,ao EOM, 8 SIDES MINIMUM % TO BE PERMEABLE-50% MAXIMUM HEIGHT OF BUILDINGS-40 . 00 FEET MIS DISTRIBUTION BOX 1250 GALLON SEAMLESS SEPTIC TANK NTS NTS I 304 LANDS OF SWIFT L/ 4 -- -- - - 2 300 t O GENERAL eACKFILL -- (i TOPSOIL - SEED TO GRASS\ SELECTED HACKFILL DRILLED WELL EL.TbP OF 2 8 FILTER FABRIC ". : i nANDPLACEoaTAMPEa CAP • * -• + 4"PERF LAT 112' LAYERS MAXIMUM) / rD EX ST. WELL- 303.98 296 - o z' ceusNED $T H _ / / / / rn f` __...1 IL> Sian 7.' L / j i 0 %ir / / / A - FINE GRANULAR SOIL sErTL �l - - - - QT. LANDS OF - - - - - - - - - - - - - -7�-"' 1i AaEA 1NV. 299.02 - a BOWEN - - - - - - - a o�T. atl L909 i RaeE = Zo M,J. So,L S 3pn 54- 5 G•¢3 a ` _ 2' MIN. TO HIGHEST GROUNDWATER o z 4' MIN. TO ROCK ,j i CUMPACTE STt NE Fy f ( EXIST n / + (�' 0 = :w - CR PEA TRAVEL- W 12'" CMP 3\2 � � s�1: CULVERT ' DETAILS - F\ � � S tStEr� v a / 57686 9q. ft. ' TYPICAL TRENCH DETAIL 1.27 acres NTS y / `k Ile, ) SANITARY SEWER e,. �a?d NOT TO SCALE U 1 / BLACKTOP pRI� �- / I Based on a percolation rate of 20 minutes , tlhe INV. 298.85 f �a required length of absorption field for a 3 bed- / 294 room house is 321 lineal feet . Use 6 lines at 54 feet each = 324 feet . 1 / � '•� ' '/ ' 54-5-6.21 FLOYD G. & IJARGARET I. DATESE vcrtl Flwa �j 1-.-_-• 6.27 Dh:BUIP. LYHN LEWIS \�F SAND IS -�� /_ a GENERAL,_NOTES_AND SPECIFICATIOAS 6. 28 GLENN BA'riiSE RY 3.s VACANT LOT j 2 2. 4 'A• E IIw �Jlas BEECBM718E G6.431.432 BRIO AN WTf,01iNOROd C[N7YRPALNEP. \v 0 85 7' ,l. -- PROPOSED 3 O 7 JAHES I. & CAROL CA.I BERRY t � SILT 12 CMP CULVERT 30 7oe eC 1 TOP OF DRILLED WELL CASING AT NORTHWEST CORNER OF LOT 1: USGS ELEVATION G.452 AUDREY SWIFT & JO A14119 E. SUC.KOSKI \\' Q 303.98. 0.451 ADVID & NICHELE DELLA MONICA \� ^ 6.42 DOWARD L. & GLORIA J. li0LCOHB e o�y I I I 1 0 1 d �r^ 6.4G TIHO7'11Y & DEBORA A. SEELYE " "J FINISH_FLOOR ELEVATIOq 6.41 CAROL S. VEYSEY Q.� 2 FY'I 1 II ? 1 6.44 EDWIN C. VEYSF,Y & CAROL V. CAVENDER 815' 29B '0 o1 I Ih} I,I / /� -1-�L 292 ELEVATION OF HOUSE FLOOR ON LOT 2 SHOULD BE NOT LESS THAN 301.00 USGS { I I 711- 6. 1 RONALD & VARY S. RAYNOR C / I I Q 1 DATUM. G.7 JUDITH FREIBERGF.R DATA ^ I +� I • N 1 u ' 0 i I 1 I I .. -RG MD,_DR ILREGR 8 LLOYDRARLTOWN CORPORATION $ ( gAcXKs4 OQc. 11J t9'75 y e sr \ ' �/ G. 6 GARYD R BOWRENE DI AHANTIS I y THE SITE DRAINS NATURALLY TO THE SOUTHEAST, FINISHED GRADE MAINTAINS THE 5 GARY D. BOWF,N NATURAL RUNOFF REGIME, SUT RAISES THE GRADE LEVEL AS SHOWN ON THE PLAN. / 54,237 �v $ ay \ gvglqL �� 0 1 6p2 . 1 24 g�C6re SEPTIC TANK AND DISTRIBUTION BOX G I I,ZT,,,c1st O I THE SEPTIC TANK AND DISTRIBUTION BOX SHALL BE PRECAST CONCRETE UNITS AS pig 1 6.25 DRILLED WELL 30 ~O) o 1 I LANDSONIF OF MANBOX SHALLREEB 1IB FORT MILLER THE SEPTIC TANR£SHALL BE SEAMLESSIIWITH TA IBUTION LIQUID GgTs Io '3 a4' 1.3RAd51 1 5•�_ (., �133 r 2 9 0 N' CAPACITY OF 1250 GALLONS. _ �_!- I -6:26 0 ny & 7 9 _ J \ aeAa0 " �1 ��J ' ' y ABSORPTION BY13TEM 1,1 f\ r7A 0 s 11 2�c i` 15.6 Ac(sl s.G7nps1 6.28 8 112Ar:q" THE ABSORPTION SYSTEM SHALL BE CONSTRUCTED ABOVE. EXISTING GRADE AFTER l _ r REMOVAL OF ALL ORGANIC MATERIAL AND TOPSOIL. -��-- __ I �� r 65w- C O P Y ( i Q f 24-1 27•5i % L/1 CLEAN MEDIUM/FINE SANDY-LOAM SHALL BE PLACED IN AN EMBANKMENT TWO FEET 1 y1yf-•r° 6 ' (� / l THICK AND COMPACTED. THE ABSORPTION RATE FOR THE COMPACTED FILL SOILA 1 I SHALL BE BETWEEN 5 AND 20 MINUTES PER INCH. 645 5- --_ 6 N 85 LE.f, - - - - ---- 2.39nc I 29 7 jY S 5t_ _ DRILLE� ' THE DISTRIBUTION LATERAL SYSTEM SHALL BE CONSTRUCTED ABOVE THE COMPACTED _ :.;,;,..:.:; f431 r �c 1 C \ FILL BO1LB, FItt1811 pRADEB SHALL RE IN ACCORD WITH TIIR CONTOURA ON THE �993a SUBDIVISION ND. .`:` son p64 A) ; WELL 2 4 PLAN. 449.34 IC j i \ DRILLED WATER WELL 6,42 6A6 6.4i v^ 19.1 2.71AC 1.26A LOA AC 6'44 `\ 290 WATER SUPPLY SHALL BE PROVIDED BY CONSTRUCTION OF A DRILLED HELL. OF 6-INCH 29.7av: 1.OBAC. L;' T 292 HINIHUM DIAMETER CASED TO ROCK AND SEALED AGAINST THE INFILTRATION OF I I GROUNDWATER .27 6.7 m L__jSEv-T,,, NO WATER WELL SHALL DE DEVELOPED WITHIN 100 FEET OF ANY ABSORPTION SYSTEM. 2.27ACG7 2a5nc6),Nv 1 THE WATER WELL NI SHALL BE CONSTRUCTED UPGRADE FROM ANY SEWAGE ABSORPTION LANE g 10 ANDS OF SYSTEM; OTHERWISE THE SEPARATION DISTANCE FROM ANY ABSORPTION SYSTEM SHALL 6.52 6.51 0 L60 AC. 3.3G AC.IS) 4 , RE A MINIMUM DISTANCE OF 200 FEET. 21 4 32AC BERRY N � LANDS OF WILLIAMS20 9 9:2 ANDS zo4nc 3mAC 3ssnc t� I 320 20T.93 103.27 I �ECE E ECT c I V1 QUEENSB RI S S C 00 N ]71STfLGI - ,.A gia,- Q.YV4F. �YfGE. Ate, +-_I (Jl�,[ KEY MAP I (D CU` II MAP OF A PROPOSED SUBDIVISION MADE FOR � 'rE :� VAN DUSEN & 'f.'EVES HEREBY STATES THAT THESE PLANS ARE IN 4 e ' CONFORMANCE 1dITH THE CURRENT ZONING ORDINANCE OF THE TOWN OF QUEENSBURY . BIRAAT D C0XAT® .R I0 TOWN OF QUEENSBURY COUNTY OF WARREN N . Y . _______-__ D)RILLEO SOIL DATA REFERENCE - SEE HAVILAND ACRES SUBDIVISION SCALE I 1"=50' DATE 1 ,DUNE 28, 0989 WVELL APPROVED - UNDER AUTHORITY ;FA RESOLUTION ADOPTED q� ry� ,�p - 21 /� y�y BY THE PLANNING BOARD OF .17 Ur1 ( use 11� lA steveS ----- DATED 24 FEB., 1976 , REVISED 7 MAR, 1976 HA jTILA ]�j]) THE TOWN OF QUEENSBURY, NEW YORK . LAND SURVEYORS, GLENS FALLS, NEW YORK l •_/ ROAD , APPROVED AND ACCEPTED 7-2-8 'I �� A� r.�� CHAIRMAN. N,Y, STATE LIC, NO, 35617 REVISED SEPTEMBER 21, 1989 54-5-6.43 FQi )x, y9 s�.w rF 2Jo✓. 27 798�/ T88-542 DISK 74 :a, egs? S- In-2 4-