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I I 'Fax Map ID 295A54-6/PtilperlyAddrm:John Clerrokat Road/Zoning�MDR, I z
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`;`* Ift TS, &,/;,,2-p/ %,,*,.�&I-7 � MOTION TO APPROVE AR-Tiell 6" -_ -_ -_ . .
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L 'Whereas a subdivision application has been-made to me Queensbury Planning Board for the fillowring- " 11 �, ':-,,�,��,
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, I'll 11 *Aj4*0 s&� L Applicant Proposes to subdivide 66 acre parcel as a conservation subdivision revised wins 20 lots-19 singl I �'�,,"14 -�_ ,
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11 I "��'11111`� 11111 -�, 1:17 1 1 11 I I I ,t* L:L L I 0.This approval is conditioned upon Town Board acceptance of the 41.6 acro,area of ibe conservation
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U, � , , L I � L :/1N%. Minionseconded by StephenTraver. Dulyadopted this 18"day ofOctober,2016 by the following vote:
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PLANNING BOARD APPROVAL I"I Town of'Queertsbury Planning Board lt�
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L I I I I 11 I L . I I � L � I I I L I I . i I I . I I I I I . I L L I I I. . I I . I I I.I . I � I I I .I I I L I L � I � . L L I I L�I � I I L I I ��_
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L L 11 I SEQ1k RE,SOLUTION-Grant Negative Dechnsaiall
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March '14L 2016 1 L L I _, L L Subdivision PZ i 17-20 i6 Joseph Lonei _". ---________________
L I , I I � , 11 I I. L. � 11 1� L , I I , 'rax.rvliipD)29,5,15-1-6/Pfoj>eirtyAddrogs:j,)I)ii(',IvndoiiRomJ�/.7,oning:MLI)R
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I #9=00mride- I L I�_������� L The applicaut pulposes to subdivide 66 acre pareel as a conservation subdivision revised with 20 lots--39
1 single family residential lots ranging front L9-i'L acies to O�90 acres with one lot of4L6 acres to be used as
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Approved Under Authority of I I I 11 .1 11 11 11 I L I L aperk space parcel ao(Icss through casements with Rush Pond. Project includea grading,clearing,on-site selific, z
I 1 0�25, L 14' M L ,s,Pursuant to Chapter 183 Arnett X Conservation Subdivision ofthe
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a Resolution Adopted I .1. L I I I. I I , .I Zoning Ordinance,subdivision of land shall be subjett to Planning Board roviow,roul approval. 0-04 P.)
----------- 2017 1 . I I 1� I I I 1 .
L �I I I - I I The Planning Boorrol has determined that the proposed prcilact and Planning Board action is saVicot to review ;_4
L I ftumv. Wkl I-ISRE' OeLame, xftmA,V0_;W49fP_,A 'P _C", '-, ��_IftC�"Q& L under the,State Farvironcremal Quality Review Act; M
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by the Planning Board of the � " ,*�"-,�MUMG$Qftft�iGt*"Kaor-Alf,�4,L."Mm:�&imi*-�, I
I I �I I ,L L 1, 1, I I :L1 . 11 : -� .,. : � I L I I:L:, :LL : The proposed action considered by this 1.3oud is Unlisted in the Depaturrent of Environmental Co.riservatiort ,a
I I L , I P'nimlatious arplomotitifli,the State Friviviumemal Quality Review Act and ifie regulations of the.Town of ��o W
Town , New York. Quoeusbury; = 0
AV- __ Chairman I No Fcderil or other agencies are involved; = 0)
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1 Part I of the Long EAF has been completed by the applicant; M 0
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Date Signed _A$&,7/!_7 _ 2017 1 part 2 ofthe Long FAF has beon revanved by the Plaurung Board; L 1 5 cr
Upon review of the.information recorded oil this EAF,it is the conclusion of tire Town ofQueenslrury Planning I 4-q
-__ I board as lead agency that this project vi,illyesult in 110 significalit adverse impacts on me environment,Kid 0
1 1 therefore,an environmental impact statement need not he prepared, Accordingly,this negative declaration is
DEPT. OF HEALTH APPROVAL .A LIST OF DRAWINGS- 11 issued. 11-7-201610SEP11 � 0 0
N.Y.S. ILMIC Intoldircedby Paul Schonewolfwbo moved for its adoption, = 0: E-4
i THIS SUBDIVISION WAS PREPARED 1_ 0 r-.1
UNDER THE SUPERVISION OF A LICENSED As per the resolution prepared by staff.
1, THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR 1. Part If of the,Long EAFbas been reviewed and completed by the Planning Board� 0 - Pq
E PLANS, S-1 SUBDIVISION PLAN 1 2. Pat t I.11 of the Long EAF has been reviewed and completed by the Planning Board. L � = 'TJ =
2, NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION A FIELD SURVEY. N I - I z co U)
I � S-2 UTILITY PLAN Richer,sccovdoi by Stephen Traver.Duly,adopted this 20"day ofSeptelilbcr,2016 by the following valv: 0
BEING SUBMITTED, TO AND APPROVED BY, THE NEW YORK STATE DEPT, OF HEALTH, APPLICAIN F & OWNER � � 9
3� THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH SEWAGE TREATMENT THIS PLAN IS CONSISTENT WITH THE ZONING __ S-3 GRADING & DRAINAGE PLAN � AYES: Mr.Traver,Mr,Ferone,Mr.Magowall,Mr.Scholocrwalf,l4r.Dash,Mr,Himsiriger 4
iNOE'& Mr�Ford U 0 P4
FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS WITH AN ORDINANCE OF THE TOWN OF QUEENSBURY. JOSEPH LEUCI S-4 ROAD PROFILE I 0 r_-i
ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIE& 9 MOUNTAINSIDE DRIVE ro K-4
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WAS NO WATER SUPPLY PROPOSED IRON ROD MARKERS TO BE SET AT QUEENSBURY S-5 ROAD & UTILITY DETAILS I I 9 00
4� THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE , = Q)
I NEW YORK, 12804 flcow"��I 4,16 1,92�O 1 P��x;511740,44,i'71 70'!Wy lo)�A f?vVfc4P,q,?qy MV14;�Yormla".,��aibary w`; r 4 0
AND /OR SEWAGE FACILITIES INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS I S-6 STORMWATER & EROSION CONTROL PLAN I 0
O LITIES IN CHANGE OF DIRECTION. I � O-V U U
HE APPROVED PLANS, S-7 STORMWATER & EROSION CONTROL DETAILS L�----------.---------------.--- 9
INDIVIDUAL LOT GRADING SHALL CONFORM TO 1 4
5, THE WATER SERVICES & SEPTIC SYSTEMS ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH SECTION A183-25 OF THE SUBDIVISION DENSITY CALCULATION EM DETAILS . � 0
STRUCTION BY A NEW YORK LICENSED S-9 PHASE I DISTURBANCE & GRADING PLAN 0-4 "
PROFESSIONAL (P,E,, R,A,, OR EXEMPT L,S,) AND WRITTEN CERTIFICATION TO THAT EFFECT REGULATIONS OF THE TOWN OF QUEENSBURY TOTAL AREA: 66.2 acres C-)
D TO THE NYS DEPT, OF HEALTH AND THE TOWN OF QUEENSBURY BUILDING CODE I S-10 PHASE I LOT DISTURBANCE & GRADING PLAN I �D
CER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY, MINUS 5.44 FOR ROW, 1.14 ACRES OF WETLANDS & ZOIN' ll"NIG INFORMATION � PQ
THE DEVELOPER SHALL FURNISH EACH PURCHASER . 1*4
6, INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED OF A LOT WITH A COPY OF THE APPROVED TOTAL BUILDABLE AREA: 58.43 acres I I
EN PUBLIC FACILITIES BECOME AVAILABLE, �
PUBLIC SEWAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE SUBDIVISION PLAT. 58.43 ACRES / 2 ACRE MIN LOT = 29 LOTS MINIMUM LOT SIZE: 2 ACRE W/O PUBLIC SEWER Dato Mar.15, 2016
SYSTEM(S) BECOMING AVAILABLE, K I TOTAL PERMISSIBLE DENSITY = 29 LOTS I MINIMUM FRONTAGE: 100 ft SCOJO 1'=4W
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7. PLAN APPROV�L/,IS q�IMIT__ 0 5 YEARS FROM DATE OF APPROVAL, AND SHALL �
j, PROPERTY IS LOCATED WITHI IN 20 LOT CONSERVATION SUBDIVISION IS PROPOSED
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L LOTS 1,2,3, AND 7 THROUGH 20 HAVE BEEN REVIEWED AND APPROVED FOR RESIDENTIAL SUBDIVISION , i "I i i I � I 1 Pages
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TE DEPT, [IF HEALTH. 1',� SIDE 25' FOR LOTS I & 20 1
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PRIOR TO OFFERING OVAL. NTRAL 2� LOTS 4,5 & 6 HAVE NOT BEEN APPROVED FOR RESIDENTIAL SUBDIVISION� LOTS 4, 5 & 6 �_ 11 SHEET 1 OF 11
MUST BE REEVALUAT T G Pamela J.Vogel,Warren co Clerk FILED REAR 30'
9, ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. FIRE PROTECTION DISTRICT MECHANICAL. COMPACTION AND STABILIZATION, LEUG)
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1, LOTS 1,2,3, AND 7 THROUGH 20 HAVE BEEN REVIEWED AND APPROVED FOR RESIDENTIAL SUBDIVISION �
BY THE NEW YORK STATE DEPT. OF HEALTH,
2, LOTS 4,5 & 6 HAVE NOT BEEN APPROVED FOR RESIDENTIAL SUBDIVISION, LOTS 4, 5 & 6 LANDS OF � � , � �- �� �� ;
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95 FT — 8" 0 PERFORATED HDPE
12" HDPE SOLID EQUALIZATION PIPE —
IN 2 FT X 2 FT STONE INFILTRATION TRENCH
EQUALIZATION PIPE
i
TYPICAL BETWEEN DRYWELLS ACROSS THE ROAD CB#1 CB#2 CB#3
RIM ELEV 452.65 RIM ELEV 451.5 RIM ELEV 453.22
DRYWELL #9 & #10 9g
N W FIRE HYDRANT ��"w _ _ ,_ _
STA 7+30 12" INV, OUT 450.25 12" INV. OUT — 49.25 12" INV. OUT 450.70
RIM V 466.68 �" 4 00 50 45
ELEV 12 INV. IN = 50.00 12 INV, IN = 4 9. 12 INV. IN = 4 +
I AT DW #17 AT DW #18 AT DW #18
DRYWELL #11' & #12
:S
TA 7+A 50
RIM ELEV 465.65
f
NEW FIRENT H YD
13 FT 8 0 PERFORATED HD'PE DRYWELL 13 cC 14 I
EQUALIZATION PIPE STA 10+ 0
RIM ELEV 456.65
IN 2 FT X 2 FT STONE INFILTRATION TRENCH
CB#1 E-+
DRYWELL 15 & 16
Q DRYWELL #17
STA 11+5 STA 12+50 CB 2 "�
RIM ELEV 54.65 RIM ELE1/ 452a65 DW 18 `
STA 13+33 CB#
30 FT — 8" b PERFORATED NDPEEAUAI_IZATION P PE RIM ELEV 451.50
I 0 DW# 20
IN 2 FT X 2 FT STONE INFILTRATION TRENCH �
DW# 19 STA 14+00
DW17TODW19 DWI8TODW19 & DW20TODW19
q M V 453.2 9,4TUtl� ELEV:
# # # RIM ELEV 453.00 RI ELEV 2 ,—
440
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tf) lt3 in to �f3 to tf7 to Lb � LO �F LO � to � It 'sh � d � � d �' �i 't` d � � � �$ �$ �' -t �' � �- � ,� � � � � 't � � � � � � � � � .�t' �° �
0 0 L c) 0 L F) 0 �) 0 � O L� � [s� 0 � 0 LC) 0 !n 0 �1� � �� 1-0 Cam' L�? 0 I{ 7 C� ff
0 0 f C I � I � � � ? � ,� 0 Ln t� � � r-- 00 00 M 0) 0 0 e_ CAI CAI f a � � `t L' 1
®ate MARCH 15, 2016
1® ® _
2077438040 : .� ,/
Instr#2017-3000063 /�
07l12I2017 02:0825 PM
1 Pages ,:
MAP SHEET 5 OF 11
Pamela J.Vogel,Warren Co Clerk FILED LEUGI
WAY 50` W LLZIJ L
�-t�s RIGHT OF
Z
c3
C3 C� C3 �n O
24'—D' TRAVEL LANE 11`� � CL
'a
FINISHED GRADE z a-
10' UTL., EASEMENT ACCESS PLUG- 1° IN GRA55 AREAS Lc ct�
FLUSH WITH PAVEMENT LL Q_
3 1/2° ASPHALT CONCRETE r`r? �� " `y :%fil !� IU
—2° COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 4'®0° 6`-0°
$<_Q° O TOP CASTING Lu LrI
COMPACTED TO 5 MODIFIED PROCTOR 0—1 1/2' COMPACTED TOP NYSDOT ITEM 403.1G TYPE
SERVE BOX
COMPACTED TO �15 MODIFIED PROCTOR CORPORATION sT G STOP \ \ \ \ \ >w
4
WA LINE C�U G® TYP.
rO MOUSE ALL SERVICES SHALL BE METERED
CRAD VARIES GRADE TO DRAIN IN ACCORDANCE WITH QUEEN58URY ,
SEE GRADING I
f L QN WATER DEPARTMENT STANDARDS L0 "t n (N O
1/4` /FT. 1/4' /FT, 1
MIN. ALLOWABLE --- --- WATER -TYPE COPPER "rUBIIG SOLID CONC. BLOCK
SLOPE C2Z) .. N EQUAL TO 100OR PIECE
EL AS READ
TELEPHONE + GAS
:.: ECT CABLE TV
OO O EXIST. GROUND CURB 5TOP WITH BOX
en DRYWELL LOCATIONS
INDIVIDUAL DRIVEWAYS SMALL BE NOT TO SCALE
AS SHOWN ON PLAN ADJUSTABLE { v_COMPACTED SUBBASE CSEE DETAIL) GRADED TO MEET PAVEMENT ELEVATION VALVE BOX
COMPACTED TO q5Z AT TOP OF WING. IN NO CASE SMALL NOTE,
PAVED. MODIFIED PROCTOR, DRIVEWAYS BE ALLOWED TO CUT OUT NOTIFY ENGINEER OF WATER SERVICE INSTALLATION PRIOR TO BACKFILLING WATER SERVICE
VYING--TYPE WING SECTION OF PAVEMENT.
SWALE
GATE VALVE WITH
BASE COURSE — MINIMUM DEPTH 12' NY5DOT ITEM 304.05 NOW-RISING STEM
TYPE 4 TO BE COMPACTED IN TWO LIFTS
G" DIP WATER MAIN COMPACTED TO 95Z MODIFIED PROCTOR
NOT TO 5GALE NEW HFEIR {1YDRANT SBURY WA LY TER �
DEPARTMENT STANDARDAND--
THE 10 STATE RECOMMEND
STAND FOR WATER WORKS
NEW CONCRETE' THRUST BLOCK "
NOTE• VALVE BOX fS NOT TO REST ON
NEW CONCRETE THRUST BLOCK GRADE AT UNPAVED VALVE E FINISH GRADE
AREAS REST F
_ VALVE INSTALLATION TAIL ; VALVE s�X��
NEW �• DIP _�I I-_I
NEW CONCRETE THRUST BLOCK �_a ((— {{f- NOT TO SCALE
(23 - G' 45 MJ BENDS i
�• 45 MJ BENS
PLUG HYDRANT DRAIN
W/ (2) F05TER MJ RESTRAINT ADAPTERS
-II_il I+'!!i HIGH GROUNDWATER I5 z CRUSHED r
-S
a
6 SHALLOWER THAN 7 FT.
NEW G" TAPPING SLEEVE r VALVE 1y 6" M.J. GATE VALVE-NRS
!a HYDRANTS WITH PLUGGED 5'-G' MIN. COVER
=� WEEP HOLES SMALL BE DETERMINED
G' 45 MJ BEND III! BY THE TO WATER DEPT. W
EXIST. AND SHALL BE TAGGED
EXISTING 6• CIP EXISTING G* DIP
WITH A BRASS TAG INDICATING
�
NEW 6' DIP
---MA E BACKFI.L W/ \f\fti/\r > " \/'�/�/\/ "VYEEP HIC3LE IS PLUGGED"
® ® ®•, ° "°� EXCAVATE TRENCH WIDTH NATIVE MATERIALCOMPACT `/// / .. 00 00 r
wMINIMUM WIDTH EQUAL 94 1'-0- LIFTSADJUSTABLE
EXISTING THRUSH BLOCK NEW CONCRETE THRUST BLOCK 3O ME PLUS 2.0 FT. TO MODIFIED , VALVE BOX
9 PROCTOR /!/\ ;.
NEW CONCRETE THRUST BLOCK--'
LOC EXISTING HYDRANT r O
V 5 ~ tea O ci0 r0 ~✓
' C4' MAX.3
ats G' MA, GATE VALVE
M.J. ANCHORING COUPLING - W
M.J. ANCHORING
PIPE
SELECT GRANULAR t100?
WATERLINET I CONNECTIONDETAIL '3 TO 18" ABOVE
. Go' LIFT. TYPICAL HYDRANT I TALL TI 9
NOT TO SCALE NO TO SCALE � 9 � �
NOTE PIPE ®BEDDING G' DEPTH. M
SAND. GRAVEL OR
CRUSHED STOW (TO 1-1/213 EXISTING ra I.M
COORDINATE TIE LOCATION + LAYOUT WITH TOQ WATER DEPARTMENT,
A7 CONCRETE WALKS AND CURBS. SAWCUT <(
EDGES AND REPLACE TO MATCH EXISTING. cp
NEW G' X G' TAPPING SLEEVEco
.oI
DETAIL
g g HORIZONTAL FITTINGS
WATERI EXCAVATION
IBAC 9ILL i I CONNECTION T 1 TING WATER I GEARING AREA (SQ. FT.) FOR SOIL BEARING CAPACITY OF 2000 PSF
NOT TO ALE NOT TO SG NOTES®
HEAVY DUTY PRECAST COVER w/ECCENTMC THI5 SCHEDULE 15 BA5ED ON 200 P51G
PIPE INTERNAL PRE55URE AND A 501L
HOLE. USE ROTATION OF COVER TO ADJUST SIZE 45' OR TEES, PLUGS, BEARING CAPACITY OF 2000 PSF
OF GRATE V TO MATCH P OF WING SWALE. (INCHES) SMALLER 90' BEND CAPS AND NOTIFY ENGINEER IF DIFFERfNG
OF ROAT7 �{ T(3 WAI AIN HYDRANTS
SOIL CONDITIONS ARE ENCOUNTERED.
USE E T COVER TO LOCATE_2KY LL AS CONCRETE SHALL CONFORM TO THE
EAR AW Y FROM WATER MAIN ASP .TIDAL REQUIREMENTS OF SECTION 500 OF
NYSDOT STANDARD) 5PECIFICATION5. ✓�
®COVER d DRYWELL RATED FOR H#-2O LOADING AND 3 5,5 4 AND SHALL 13E CLA55 B.
HEAVY DUTY MANHOLE FRAME -I- GRATE PROVIDE SILT FENCE AROUND CATCH BASIN SMALLER
MODEL BM450 BY SYRACUSE CASTINGS AND FILTER FABRIC UNDER COVER PROVIDE 51LT FENCE AROUND CATCH BA p
FOR DW # 15AG.17.18 4- 1q. UNTIL PAVEMENT 15 PLACED AND GROUNDCOVER AND TER F UNDER CO
UNTO. PAVEMENT IS PLACED AND GROUNDCOVE
VANE GRATE TYPE L MODEL R-3210—L BY NEENAH CASTINGS HAS BEEN ESTABLISHED IN R.O.W. HAS B ESTABLISHED IN R.O.W. � �
FOR DW 1 THRU 14,
SEE PROFILE FORT —CONCRETE N
GRATE ATi AT OH MECHANICAL
qt?„ JOINT CAP
MAX. G' PRECAST
CONC. ADJUSTMENT
HEAVY DUTY FRAME AND WING SWALE C7
WING SWALE h�
k �---"" GRATE -- WING
SWALE STD,
BACKFILL WITH NATIVE BY LAPAN FOUNDRY ORo
SOIL + TOP50IL SYRACUSE CA5'TINGS 4 v
BASE C SE CONCRETE
SASE COURSE .
0 C8 00 0 _...___.,.._...'.'_._ C MENT FILLET AROUND �\T
0 - P METER OF E BEARING AREA - /\%
`� 'b ° ON UNDISTURBED BEARING
+ MAX. G'CONGRETE GRADE RING 4- 'f AREA
$° DNA. MORTARJUSTMENT 12' MIN. 2'-O" SQ• BEARING -
AREA
B°' PERFORATED EQUALIZATION PIPE
ALL AROUND a CONCRETE p
EQUALIZATION
HDPE SOLID { - IN A 2 FT X 2 FT STONE INFILTRATION TRENCH a SIZE AS
_
EOIJAu ATION PIPE — _ d
TO BE SET LEVEL �- USE DETAIL FOR TRENCH BETWEEN DR LL5 14 - IG + 13 _ 15 NOTED ON� - PRECAST CONCRETE CAT END D END TEE
a@ ;f m PLAN / BASIN AS MANUFACTURED
BY FORT MUM OR EQUAL
is, WRAP PIPE d STONE �\
�i - � - T L T L T IL
FILTER FABRIC BEFORE \� FLEE PROFILE DRAWINGS
B' VIA. PRECAST '" _ ," -- FOR E INVERTS NOT TO 5CALE
CONCRETE DRYWELL LINE EXCAVATION WITH p
FORT MILLER OR c Q FILTER FABRIC BEFORE APPROVED GRANULAR BA _ 12° MINIMUM SUMP
EQUIVALENT � � PLACING STONE TO MATERIAL
MAXIMUM DES � - EXCEPT AS NOTED ABOVE
STONE FILL SHALL CONFORM TO MODIFIED PROCTOR CASTM qBO _ T
PRECAST CONCRETE FOOTIN 10° DIA.� NYSDOT STANDARD SPEC. SECTION ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE
703-02. COURSE AGGREGATE TYPE
A COMPACT IN S• L ���/%� - WITH THE DE51GN + CONSTRUCTION STANDARDS OF THE
12" . COMPACTED
GRAVEL SUBBASE TOWN OF QUEEN5BURY WATER DEPARTMENT. CONTACT THE
WATER DEPARTMENT PRIOR TO COMMENCING ANY
5EA56NAL HIGH �� �> �41 , 2
CONSTRUCTION OF WATER UTILITIES.
GROUNDWATER UNDiST BED EARTHOR R- IC
°Yi ELL DETAIL PIPE LEAKAGE TESTING + I INFECTIN
Scale AS NOTED
CATCHI IL WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH AWWA CGOO
NOTENOT SCALE -q3-'SECTION 4. AT 1.5 TIMES DE51GN WORKING PRESSURE FOR AIMINIMUM PERIC}I7 "
NOT TO SCALE OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA C6C)C
AL50 INSTALL EQUILAZATION PIPE J- TRENCH BETWEEN DW 13 + 15 zoi7assoao WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE
AND DW 14 1 AS PER 53 GRADING PLAN
instr#2017-3000063 WITH NEW YORK STATE DOH STANDARDS AND AWWA CG51-92 PRIOR
` �' 07/12l2017 02:0825 PM TO PRESSURE TESTING. THE TABLET METHOD OF 17I5INFEGTION
CONTAINTED IN AWWA-G--G51 MUvT NOT RE USI EI. Y.
1 Pages ,
' MAR "
SHEET 6 OF 11
y "
Pamela J.Vogel,Warren Co Clerk FILED r =' LEUGI
ZE
c) S:
--j Q)
LEGEND
a:: CS Lu
500
EXISTING GRADE CONTOUR
FINISH GRADE CONTOUR Or 'L�
CL-
L4j
495 SEDIMENT CONTROL FENCE d -6
500
—-------------
EROSION CONTTOL BLANKET
NORTH AMERICAN GREEN S75 SINGLE NET S7RAW EROSION
CON7ROL BLANKET INSTALLED IN ACCORDANCE WITH THE s: cr- or-
MANUFACTURER'S RECOMMENDATIONS STAPLE PATTERN
A (BLUE) TO BE USED QQ
490
N
)5
. ............
155 FT (L) X 35 FT (W) X 3 F
485
480 475 T (D)
SEDIMENT TRAP
55
-7 FOR TYPICAL
4GO 4
4704G5, DETAIL ON
R LOT SEDIMENT CONTROL DETAILS
CONSTRUCTION D I
e C
V11
OT
ASE
CQ TRUC ION",DI TUF
'BAN
CE
LIMITS
14
S RU4,r B
E JYPIC QT CON
L
AIL
S-7 FO TYPICAL
v L
SEDIM CON I'R
L DETAILS
y
J
on
SL OPE ST BI Z J
(SEE DETAIL u
k
PHASE 2 LOT\
CONST UCTION DISTURBANCE
P E I TREE
HAS
LIMITS
:SEE DE , t ARMY CORPS WETLAND BOUND
N
SEE TYPIC L LOT CONSTRUCTIO
NO DISTURBANCE ALLOWED WITHIN
DETAIL ON S-7 FOR TYPICAL
DELINATED AREA WITHOUT
LOT SEDI NT CONTROL DETAILS
--APPdkVAL OF
V-1
US ARMY CORPS OF NEERS
4 I.V cc
c
X 15 FT (W) FT < T
SEDIMEN S
0
-7 FOR TY
TAIL ON S G
L EDIMENT CONTROL DETIA S
C)
v-
J,
L01 S 4 A L EROSION SEDIMENT CONTROL
0( C)
-0
INSTALL 2 ROWS
FENCE
NO T APPRO VE, f iv r zi L)ur,
ff -,-4G 1 5- 0 FT (L) X 25 FT (W) X 2 FT (D>
0
TRAP
0) S
V,
D ON S-7 FOR TYPICAL
CONSTRUCTION ENT 4 5 9.`5
MENT CONTROL DETAILS
SEE DETAIL ON SHqj -7
4�)5
ff 459
0
455
502
JU >
502.5
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No
PHASE I ROAD
STRUCTION DISTURBANCE LIMITS
i V/
0
0
< 4.5 ACRES)
0
At)t)
500'', 7
PHASE 2 LOT
30,
CONSTRUCTION DISTURBANCE
LANDS OF LIMITS TEMPORARY 460
DAMS 490 465 48 7 C TA
ST
Date: MMCH A 2016
INE CHECK
FACKLAM FAMILY SEE TYPICAL LOT CONSTRUCTION
SEE DETAIL ON S-7
DETAIL ON S-7 FOR TYPICAL 455 ' 7
/ Scale r
LIVING TRUST ON S-7 FOR SPACING 4
C6
TARE
LOT SEDIMENT CONTROL DETAILS A
PHASE 2 LOT
2017438040 445
CONSTRUCTIO DISTURBANCE
LIMITS
LANDS OF LANDS OF Instr#2017-3000063 S - 6
LANDS OF ANGELA MOYNIHAN SEE TYPICAL LOT CONSTRUCTION 0711212017 02:0825 PM
JAMES RIES DETAIL ON S- FOR TYPICAL iPages
JOHN SGRIVO TRUSTEE LANDS OF LOT SEDIMENT C TROL DETAILS Pamela Vogel, MAP SHEET 7 OF 11
VVarren CO Clerk FILED
THERESA DEVLIN LEUG1
-------------
50' min.
Site Areas
cr_
1 Q- (�, 6- R F�
Sw"TO DIRECT ia, 0. CRUSHED STOW OVER 50IL5* OAKVILE LOAMY SAND, 5HGW GREATER THAN G' CUSDA 50L SURVEY) STA51LIZATION
Ova&"f LOW COMPACTED SLOGRADE AM
AR01"ABOORMICH SYSTEM 25 W,:� C,� 0,�
FILTER FABRIC 1. THE CONTRACTOR SMALL INITIATE STABIUZA11ON MEASURES AS CL CL
0-, BUILDING AREAl 0.7q ACRES 50ON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
0.
z .9
SEPTIC .Cb 10 LIMITS OF FAVEMENTt 1.74 ACRES ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT ct-
'o . . .
00=01.PATYM TOTAL POTENTIAL AREA OF DISTURBANCE, 13.q ACRES IN NO CASE MORE THAN 14 DAYS.
43
ON Au.SLOMS*�M LAWN ARIAr > CL
< d.
WAR ROM GUrt&TO K LLJ
C000M TO 5 rT OD X 20 IFT(L)X 3.5 FT C0 EXISTING 2. STABILIZATION OF GRA55 AREAS INCLUDES HYR05EEDING U51NG cr- cr- 5-- LJJ
STOW WILTARTION TREND"W/I i CALIXG,C�wo WLTARTORS PROJECT NARRATIVE
AS RM WTAL ON"-UW 2 =FOLY YAW DAM FOR%D19NT GROUND TACKIFIER ON SLOPES OVER 581 OR SEEDING AND INSTALLING
REMOVAL IN-M OMM=M 00OWCUT+MMT0 WLIRATOR. 06- ". .,- N
%. .. -%b,5.*,:5� .
1, . a., � I : .-*. CONSTRUCTION OF A 22 LOT CONSERVATION SUBDIVISION + 5UBDIV1510N ROADS A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE.
ON SLOPES OVER 411 INSTALL EROSION CONTROL BLANKET - NORTH AMERICAN
21 RE51DENTIAL LOTS + I - 41.G ACRE LOT FOR CONVEYANCE TO, TOWN FOR OPEN SPACE. GREEN 5-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
NAME Of RECEIVING WATERS - RUSH POND
0
HOU5E GONST"TION 5MCAFICA110INS
'46,� - N N M LO �0 L0
1. STONE SIZE - USE NO. 4 STONE EROSION + SEDIMENT CONTROL NOTES 04 1� - Q
cAffm 2. LENGT" AS REQUIRED BUT NOT LESS THAN 50'. '1-, *�� N-1
DOWN~ 3. THICKNESSo NOT LESS THAN 10". n (3) 0) r, Lo In
W/SnAGN GLOCK W/SMASK BLOCK
4. WIDThs 24' MINIMUM. BUT NOT LESS THAT THE FULL WIDTH
AT POINTS WHERE INGRESS OR EGRESS OCCURS. 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE 15 INITIATED. AND DURING WNSTRUCTION
5. GEOTEXTILE FABRIG- WILL BE PLACED OVER THE ENTIRE AREA PRIOR EARTHWORK PMA5ES, SEDIMENT TRAPS SMALL BE CONSTRUCTED IN ALL STORM
TO PLACING STONE. 1. ALL ROAD AND INFRASTRUCTURE SMALL BE CONSTRUCTED WHEN
ra. SURFACE WATElt, MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATM. 5WALE5 AND DITCHES AND AS INDICATED ON THE PLAN.
7. MAINTENANCEs THE ENTRANCE WALL 13E MAINTAINED IN A CONDITION WHICH WILL GROUND 15 NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE
2. SEDIMENT TRAPS SMALL CON51ST OF PREFABRICATED DAMS OR CRUSHED STONE THE: GROUND SURFACE 15 FROZEN.
PREVENT TRAC494G OR FLOWING OF SEDIMENT ONTO FLUX RIGMTS-OF-WAY. NOT DE51GNED FOR USE WHEN
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. 4
CONDITIONS DEMAND AM REPAIR AMIOR GLEANING OF ANY MEASURES USED 2. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL
141, N11
TO TRAP SEDIMENT. ALL SEDIMENT 5MLED. DROPPED WASHED OR DEPOSITED �, 1�I
3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER V N,
ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMOUTELY.
CLOGGING. AND ANY FAILURE OR CLOGGING SMALL BE IMMEDIATELY CORRECTED. OF THE CONSTRUCTION 51TE AT THE EDGE: OF EXISTING NATIVE VEGETATION AND
8. WASHINGs WHEELS SHALL Of CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE 11
"N
ONTO PUBLIC RIGHT5-OF-WAY. WHEN WASHING 15 REQUIRED. IT SHALL BE DOW AS INDICATED ON THE PLANS AND DETAILS. -'A I-1
ON AN AREA OF STABILIZED STONE AND WIhICH DRMS INTO AN APPROVED SEDIMENT
SILT"M
TRAPPING DEVICE. 3. CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY 4
q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SMALL BE 4. ALL BARE EARTH AREAS SMALL BE SEEDED AND MULCHED AS 50ON AS 15 ONE TIME. PHASE I WILL BE THE CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE FOR THE k
g,,;�
PROVIDED AFTER EAC41 RAIN. P0551BLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SMALL BE ROAD (4.5 ACRES OF DISTURBANCE). PHASE 2 WILL BE CONSTRUCTION Of THE INDIVIDUAL HOUSES.
SEEDED AND MULCHED BY OCTOBER Ist. tEMPORARY RAPID GROWTH COVER
WPICAL LOT 6fRiADINS VETAIL OROP55. SUCH AS ANNUAL RYEGRA55 MAY BE USED FOR TEMPORARY SURFACE 4. ROADWAY AND UTILITY CONSTRUCTION SMALL BE SUBSTANTIALLY COMPLETED AND ......
STABILIZED PRIOR TO THE CLEARING OR DISTURBANCE OF ANY MORE THAN ONE HOUSE
CONSTRXTION ROAD ENTRAME STABILIZATION.
N T TO 50AX SITE. AT NO TIME DURING THE CONSTRUCTION SMALL THE TOTAL DISTURBED AREA
NOT TO SCALE 5. SMALL BrNCME5 AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT BE MORE THAN 5 ACRES.
NOTE54 TRAPS. SMALL BE CONSTRUCTED WHERE LONG 5LOPE5 ARE $TRIPPED OF COVER
I. REAR ROOF GUTTER SHALL BE DIRECTED AWAY FROM THE ABSORPTION SYSTEM AREA. GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE. 5� THE CONTRACTOR SMALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS
Am FRONT Roor GUTTERS S"ALL BE DIRECTED TOWA" THE SWIDIVISION ROAD. G. NEW SWALE5 AND UNLINED DITCHES SMALL INCORPORATE MATTING OR NETTING AS DETAILED 114 THE LOCATION OF THE PERMANENT ROADWAY ENTRANCE.
2- REAR LAWN AREA SMALL BE GRADED TO DIRECT OVERLAND FLOW BETWEEN THE "OUSE ERA= OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2Z. ALL 5WALE5 AND Go. TEMPORARY SILT BASINS ARE TO BE CONSTRUCTED IN THE
AND THE ABSORPTION SYSTEM AWAY FROM LOW FOINT5 Of THE PROPOSED SUBDIVISION ROAD. THESE BASINS SMALL BE LOCATED
THE ABSORPTION Tft-WOMES ACROSS LAWN AREAS AM INTO THE UNDISTURBED WOODED AREAS. 1,5' MA STAKE UNLINED DITCHES SMALL BE SEEDED WIT" REED-CANARY GRASS FOR FOURC4) ALONG THE PROPOSED ROAD. BUT NOT WITHIN THE AREA Of THE PROPOSED PAVEMENT.
DRYWELL SYST 'p, FEET EITHER 51DE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25 THEY SMALL COLLECT 5TORMWATrR RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND
3. DRIVEWAYS SMALL BE DREG= TO THE SUBDIVISION ROAD TO BE TREATED BY THE EM FABRIC
POUNDS per ACRE AFTER JUNE. ALL SEEDED AREA$ SMALL BE MULCHED WITH UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM VOLUME OF 3.roOO CUBIC FEET FOR
STRAW IMMEDIATELY.
MIN. EACH ACRE OF TRIBUTARY AREA. BA51NS SMALL ALLOW COLLECTED WATER TO FILTER
7. THE CONTRACTOR SMALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN
-li�� INTO THE EXISTING SANDY SOL. IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO
MAINTAIN THEIR INFILTRATIVE CAPABILITY.
EROSION AND SEDIMENT CONTROL AS PUBLISHED 13Y THE EMPIRE STATE C4-tAFTER OF
DROP THE 501L AND WATER CONSERVATION SOCIETY. 7. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY ROCK CHECK DAMS BETWEEN THE TEMPORARY SILT BASINS
-RUCIDER HOSE FWGTION GUARD INLzT BURIED FABRIC FROM STATION 3+50 TO STATION q+25. CHECK DAMS SMALL BE CONSTRUCTED AS PER THE DETAIL ON DWG. 5-7.
GUY WIRE WITh GATE FRAME
8. CONSTRUCTION OF THE SUDIA54ON INFRASTRUCTURE CAN THEN PROCEED INCLUDINGs
MIN, GRADING AND PLACEMENT OF FILL. INSTALLATION OF ALL UNDERGROUND UTILITIES.
SY4.P.P.P. REOUIP.EMENTS INSTALLATION Of STORM DRYWELLS AND STORM SEWERS. AND ROADWAY CONSTRUCTION.
cc
C.ATKM P4 C'I
EXCESS AT z M-= 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN q. FOLLOWING COMPLETION OF THE STORM DRYWELLS. THE CONTRACTOR SMALL INSTALL SILT
CORNERS THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR VAT" ALL REQUIREMENTS OF FENCE UPSTREAM OF THE DRYWELLS AND INSTALL FILTER FABRIC UNDER THE GRATES TO PREVENT
THE SWPPF AND REQUIREMENTS OF THE NY5 DEC 5FDES GENERAL PERMIT FOR STORMWATER AND SILT FROM ENTERING THE DRYWELLS UNTIL THE ROAD PAVEMENT 15 COMPLETE
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GF-0-15-002. AND ROADSIDE AREAS HAVE BEEN TOP50LED. SEEDED AND GRA55 15 ESTABLISHED.
0
-V� dhL CEDAR STAKES CdQb�22 �511ffgE&AIIQ-Na 2. THE CONTRACTOR 15 RESPONSIBLE TO COMPLY WITH THE TERMS 10. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS
a ft LONG 1. FILTER FABRIC SMALL HAVE AN ZOS Of 40-55. BURLAP MAY Or THE NY5 DEC, WDE5 GENERAL PERMIT FOR STORMWATER DISC41ARGES AREAS. REMOVE ANY COLLECTED SEDIMENT. REMOVE THE SEDIMENT
-3' SHREDDED DARK MULCH BE USED FOR SHORT TERM APPLICATIONS. FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-0-15-002. COPIES OF THE GENERAL PERMIT CONTROL FENCING. Removr ANY DEBRIS FROM THE PERIMETER OF THE 5rrE AND DISPOSE
2. OUT FABRIC FROM A GONTINIUOU5 ROLL TO ELIMINATE JOINTS. IF ARE AVAILABLE BY CALLING DEC C5183 402-8109. OF ALL WASTE MATERIAL IN A LEGAL MANNER.
3"HIGH SAUCER JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.
3. STAKE MATERIALS WILL BE STANDARD 2* x 4' WOOD OR EQUIVALENT. 3. A NOTICE OF 84TENT CNOD MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK.
METAL WITH A MINIMUM LE74GTII OF 3 FEET.
'NLY AROUND MET 3 FEET APART AND DRIVE A 4� THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS COVER TO 5-8 AND THE
=7j 7 4. SPACE STAKES fVt
MINIMUM IS INCHES DEEP. WAN$ GREATER THAN 3 FEET MAY BE BRIDGM
STORMWATER MANAGEMENT REPORT.
AMENDED PLANTING SOL
.E I H WITH THE USE OF WIRE MESH BEHINID THE FILTER FABRIC FOR 5UPPORT.
5. rABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SMALL HAVE THE
BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. ENGINEER CONDUCT AN ASSE55MENT OF THE SITE AND CERTIFY IN AN INSPECTION
ro. A 2' x 4' WOOD FRAME SMALL BE COMPLETED AROUND THE MST REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY
OF THE FABRIC FOR OVER FLOW STABILITY. INSTALLED. FOLLOWING COMMENCEMENT Of CONSTRUCTION, THE ENGINEER SMALL MAKE
MAXIMUH DRAINAGE AREA I ACRE WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT >
OF 0.5 INCHES OR GREATER AND SMALL PREPARE A REPORT AS REQUIRED BY THE GP-0-15-002.
DRYWELL INLET PROTECTION DETAIL G. THE CONTRACTOR SMALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG
EVER6FM M.MnN&VETAL BOOK. MAINTAINED ON 54TE AM AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. ER05ION CONTROL
NOT TO SCALE NOT TO SCALE 7. AT COMPLETION Of CONSTRUCTION. THE CONTRACTOR SMALL PERFORM A FINAL IMPLEMENTATION SCHEDULE
INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE MAL STABILIZATION AND
THAT ALL TEMPORARY ER0510H AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE
UPON CERTIFICATION Of COMPLETION A NOTICE OF TERMINATION CNOT) SMALL BE ENTIRE PROJECT CREMOVE 0
FLED %Ttf NY5 DEC. SEDIMENT CONTROL PRIOR TO CLEARING AND AFTER FINAL SITE STABILIZATION
FENCE SOL DISTMANDE AND VEGETATION Tj)
ESTABU5"M'NT3
STABILMED PRIOR TO INITIAL 50L ENTIRE PROJECT CIRMOVE PRIOR
CONSTRUCTION
--RUBBER M05E FRICTION GUARD 3G' FENCE POSt IV oc MAX DISTURBANCE TO FINAL DRIVEWAY FINISHING) >
DRIVEN IG' MIN INTO GROUND ENTRANCE
GUY WIRE MAWEN)414CE DURING INITIAL = GRADING UNTIL FINAL StrE GRADING AND
SEDIMENT TRAP + "ON ON CONSTRUCTION OF
WOVEN WIRE FENCE W/ FILTER CLOTH OVER ROAD+ DRYWELLS
F ow CMIN 14 V2 GAUGE, MAX. 6' MESM SPACING) 1. SEDIMENT SMALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAFAC4TY t-- 4 Z
EMBED IN GROUND S' MIN. HAS BEEN REDUCED BY 5OZ. TEMPORARY SEEDING AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND
+MULCHING VEGETATION ESTABLISHMENT
U1,05TUItBEID GROUND
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SMALL BE INSPECTED WITHIN 24 REMOVE AF7TR FINAL
'R SEDIMENT
STONE CMECK DAMS AFTE SITE STABILIZATION AND
HOURS Or A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE TRAIDS Me COMPLETE
---3" do. CEDAR STAKES GOOD WORKABLE CONDITION. VEGETATION ESTABLISHMENT
5 ft LONG 11 5MMG + MR
3" SHREDDE11) BARK MULC4i 10'-0" O.C. MAX. 3. THE CONTRACTOR SMALL CONDUCT AN INSPECTION OF THE SITE ON A DALY BASIS VEGrTAnoN AFTER FINAL SITE GRADING PERMANENT
TO COLLECT UTTER AND CONSTRUCTION DEBRI5 AND 015POSE OF LEGALLY. _!TA5lU?ATiON
A �-V' HIGH SAUCER
4. ANY STOCKPILES Of' FILL TOPSOIL. EXCAVATED MATERIAL SMALL BE COVERED OR NOTE# ER05ION AND SEDIMENT CONTROLS DEPICTED HEREON
ARE INTENDED TO PROVIDE A GENERAL UNDERSTANDING Of THE
7 If 779rlil CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION.
REQUIRED WORK. ADDITIONAL EROSION, AND SEDIMENT CONTROL
I I jj AMENDW PLANTING 50L -3G' FENCE POST
DRIVEN MINIMIUM 2G.' MEASURES MAY BE REQUIRED DURING CONSTRUCTION AND WILL BE GO
CONSTRUCTION SPEC41FICATION ------ INTO GROUND EMPLOYED AS NECESSARY TO PREVENT ER05ION AND SEDIMENTATION
1. WOVEN WIRE FENCE TO BE FASTENED TO FENCE ------
WITH WIRE TIES OR STAPLES. POSTS SMALL BE STEEL ------- ---_WOVEN WIRE FENCE W/ FILTER CLOTH OVER FROM DISCHARGING THE SITE.
G" min.
(MIN 14 1/2 GAUGE, MAX. G' MESH SPACING)
EITHER 'T' OR **Ir TYPE OR HARDWOOD
EMBED IN GROUND b* MIN.
NOTE, 2. FILTER CLOTH TO BE FASTENED SECURELY TO
12 Dim ALL TREES 3" GAIJFER AND WOVEN WIRE FENCE WITH TIES 5PACED EVERY 24" "77 2!
LESS SHALL BE STAKED AS AT TOP AND MID SECTION. FENCE SMALL BE WOVEN WIRE,
CHANNEL CHECK V)W
'MC
SHOWN U51MG THREE STAKES
G" MAX" MES" Oft
3. MMEN TWO SECTIONS Of FILTER CLOTH ADJOIN EACH
TREE PLANTINIS DETAIL OTHM THEY SHALL BE OVERLAPPED BY SIX INCHES AND -.1......
FOLDED. FILTER CLOTH SMALL BE EITHER FILTER X. MRAPIOOX
NOT TO 50ALLI $TABILINKA T14ON OR APPROVED EQUAL. 50L BACKM 1 - 2% 50' 4�,
4. MEFABRICATED UNITS SMALL BE GIEOFAB, ENVIROFENCE OR APPROVED EQUAL FLO/ 3 - 4% 25' 0
5. MAMTENANGE SMALL BE PERFORM AS NEE= AM MATERIAL REMOVED - 6% �4
FLANTINIS NOTM WHEN "BULGES" DEVELOP IN THE SILT MCC. EE95-ffLRVE 51ILTIFENCE 5 17' 0
SWIMENT CONTWL FME REGLAWD 7 - 8% 13' E-
1. PROTECT EXISTING TREES WrGATED TO REMAIN FROM TOPSOL 9 - 10% 10' 4
SKIMMING AM FILLING AROUND BASE. 05 12% 87 �4
? THE CONTRACTOR S"ALL INSTALL 4" TOPSOIL IN LAWN AREAS AND FINE QLADE.
THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SOL AMENDMENTS.
3. AREAS WrGATED AS LAWN SMALL BE SEEDED WTrH LOFT'S TRIPLEX GENERAL MIX,
OR APPROVED MIK AT A RATE OF 5bo FER 1000 of, STARTER fERTLaM 0-10`53 EARTH BERM AS
REQUIRED TO DIRECT
AT 40 tw PER 2.000 sf AND MULCHED WITH STRAW OR HYDROSEEMD. OVERFLOW TO GRASS SIRL STUCKPILE DETAIL
OUTLET STRIP 4�7
4. PLANTING SOL FOR BACKFILL OF NEW PLANTS AND PREPARATION 0
Of PLANT BEDS SHALL BE A MIXTURE OF I PART TOPSOIL. I PART COMPOSTED
MXAW� I PART FEAT MOSS AND 5-10--5 FERTILIZER AT I b per 20 0.
5. MULC" FOR TREES AND SHRUBS SHALL Of COARSE SHREDDED DAM
A
FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL.
NOTESs
L REQUIRED VOLUME OF SEDIMENT TRAPS SMALL BE 3.GOO Of OF STORAGE PER ACRE Or DRAINAGE
AREA. AVAILABLE VOLUME SMALL BE CALCULATED BY-V - .4 x SURFACE AREA or
3 MAXIMUM SLOPE
-J
EXCAVATED PORTION BELOW ELEVATION OF OUTLET STRIP x MAX DEM.
PA
LANDSC PE BUFFER + TREE PLANTING
99 4-TOPSOIL ic!
GRASS 13UTLET STRIP. EXCAVATED 7- MIN. MST WIDTH (ft) SMALL BE 4 x DRAINAGE AREA Cwres).
NOT TO WALE BASIN 3. ALL CUT SLOPES SMALL BE 2-1 OR FLATTER. IE�1 11 A
MUST REMAIN UNDISTURBED,
5fFD SLOPES WIT" 5 L55/1000 SF PERENNIAL RYEGRAS5 MIX
LEVEL WELL VEGETATED, 4 SEDIMENT SMALL be REMOVED AM TRAP RESTORED TO OTIGINAL DIMENSIONS WHEN
0
,R STANDARDS ALONG THE PROPERTY LINES, Of
1. TREES SMALL BE PLACED AT TYPE A aurn SEDIMENT HAS ACCUMULATED TO V2 DESIGN DEPTH. REMOVED SEDIMENT SMALL BE NOTE-
LOTS 4/5. 5/G.AND G/7. THESE TREES SHALL Be INSTALLED NO LATER THAN AT THE COMPLETION
DEPOSITED IN A SUITABLE AREA AND STABLIZED. INSTALL NORTH AMERICAN GREEN EROSION CONTROL
KEY STONE INTO THE DITW SAMS
Or PHASE I DISTURBANCE. BLANKET 5-75 + OVERLAP JOINTS AND FASTEN
AND EXTEND IT BEYOND THE ABUTMENTS
5. SEDIMENT TRAP SMALL BE INSPECTED AFTER EACH RAIN AND REPAIR$ MADE AS NEEDED. wmi METAL STAPLES PER MM0FACTURER A MINIMUM OF 1W TO PREWMT OVER
2. ONE Q)TREE PER LOT SHALL BE PROVIDED BETWEEN THE FRONT PROPERTY LINE AND 11-M 30 FT ro. THE SeDrm TRAP SHALL Be REMOVED AND AREA STABILIZED WIMEN THE UPSTREAM 5 AS REQUIRED UNTIL FLOTY FLOW AROUND DAM.
FRONT 6MACK LINE. The TREES SMALL Or INSTALLED PRIOR TO ISSUANCE Of GO.
DRAINAGE AREA HAS BEEN PROPMY STABILIZED.
C14
2. DECIDUOUS TREES SHALL BE A M. Of 3 NC41 CALIPER AND EVERGREEN TREES SHALL Of A
MIN. Of 10 FT IN HEIGHT- 7 THE SEDIMENT TRAP DRAINAGE AREA SHALL NOT EXCEED 10 AM$
3. ANY TREE LISTED IN THE TOWN OF OLM55MY ZONING CODE SECTION 179-5-030 TREE LIST
MAY Of CHOSEN. LEVEL LIFTS S:-___
R,
FILL COMPACTED IN 6 Datw-MMCH 15, 2=
0
8 ft Of Scale AS NOTED
SLOK STABILIZATION
HOT TO SCALE
ORAW OUTIXT SMWENT MAP UT'TMALE
2017438040 Instr#2017-3000063 RXK CHECK DAM
07/1212017 02:08:25 PM
1 Pages
MAP
SHEET 8 OF 11
Pamela J-Vogel,Warren Co Clerk FILED
LEUGI
W
WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELC?
w BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH
U (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) p C3
(SEE NOTE 3 8e 4) 1--5 6-7 8-10 11-15 16-20 21-30
4
la 2 220 1000 27 92 110 123 138 158 184
"a L` 0-
I I Q old
Q NOTES: L�
3 330 1000 27 138 1'65 184 207 236 275W
} Q
.;
�- 4 440 1250 34 184 220 245 275 315 367 �
1, TILE FIELD TO BE 100° OR MORE FROM ANY ..-- zj
—
LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' 5 550 1500 40 230 275 306 344 393 459
GROSS MAXSLOPE
LQ
OR MORE FROM ANY WATER LINE UNDER PRESSURE, 6 66�? 1750 ON SLOPED SITES
47 275 330 367 413 472 542 d 7O ALLOW
GARAGE 2. FOR SEWAGE PIPE BETIEEN HOUSE DRAIN AND DISTRIBUTION FOR S
BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR
HOUSE SCHEDULE 40 PVC WITH CEMENTED JOINTS, NOTES< 3, TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE
CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN
SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM.
3< HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER EAST 1, EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS>
IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL 8£ EARTH-- 12 MAX,
LEAST THREE FEET BEYOND THE EXTERIOR OF THE H 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE
TH HOUSE FOUNDATION. FILL
WITH 1,6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET, A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND _ -- - 30" MAX:
SHOWER HEADS. A DUAL COMPARTMENT TANK OR TWO TANKS IN SERIES W�LI ALSO BE REQUIRED. ~� INFILTRATOR CHAMBER SYSTEM
5
4�
4. DISCHARGE FOOLING, ROOF AND CELLAR DRAINAGE (
TIGHT JOINT 4" PIPE 10'-0' AWAY FROM SEWERAGE SYSTEM. 5. ONSITE WASTEWATER SYSTEMS WERE NOT DESIGNED TO ACCOMMODATE EXTREME WATER - EQU ER 24 EQUVALENT. i
ON SLOPE OF 1/4" /FT, ` MIN. USE FIXTURES SUCH AS jACUZzi/SPA TABS AND WATER TREATMENT EQUIPMENT. f1"
5. DISPOSAL FIELD SHALL BE CONSTRUCTED CONT UR WITH TRENCHES THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER
20'-O" FROM BASEMENT WALL PARALLEL WITH EXISTING SITE CONTOUR L}N£S,
TIGHT JOINT 4" PIPE MIN. USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS REALTY SUBDIVISION.
--7
ON SLOPE OF 1/8" /FT.
LIR
ANK 6. SYSTEMS TO BE LOCATED IN FILL MATERIAL SHALL BE MECHANICAL STABILIZED j
IN 6 INCH LIFTS WITH GRANULAR SAND AND SANDY LOAM. MECHANICAL COMPACTION 5EWAGEI Y T 1 I PROVIDE SO CONCRETE
SHALL BE ACCOMPLISHED WITH BULLDOZER OR FRONT END LOADER WITH BUCKET PRESSURE. BLOCK SPLASH P ER
ON BOX r
INLET E OF EACH TRENCH cd
7. FOR RAISED ABSORPTION TRENCH SYSTEMS
ABSORPTION TRENCH HORIZONTAL SEPARATION DISTANCES SHALL BE MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
10' MIN. i MEASURED FROM THE EDGE OF THE FILL, }
8. WATER SERVICE MUST MAINTAIN 10' MIN. SEPARATION
50% EXPANSION AREA REA FROM ANY COMPONENT OF THE SEPTIC SYSTEM
INFILTRe4TR A "SC�RPTIN TREI�ICI� ECTIN
PROPERTY 9. CONTRACTOR SHALL NOTIFY ENGINEER BEFORE INSTALLING
10' MIN.
LINE WATER SERVICE AND PRIOR TO BACKFILLING THE SEPTIC SYSTEM. N°T.5.
TOP5 CG" minA SEED A
MULW SEPTIC SYSTEM D ALL
f DISTURBED AREAS IMMEDIATELY
AFTER INSET Rdi1 SYSTEM FINISHED GRADE
SEWAGE DISPOSAL LAYOUT
NOT TO SCALE � ;
SITE MODIFICATION FILL NOTES: I TI , TESTING CERTIFICATION TE ���� MAX _—
_ 12" MIN,
FOR U5£ ON SEPTIC 5Y5TEM5 WHERE THE 51TE 15 MODIFIED BY GREATER THAN 2 ET OF FILL, IN ACCORDANCE WITH APPENDIX ? —A l
THE ENGINEER FI LL PERFORM MIN. F � PERCOLATION TESTS 1 DEEP 5 IL TEST PIT IN — — _� — --- _� __ INFILTRATOR CHAMBERS
CAREFULLY SELECTED FILL MATERIAL, WELL GRADED LOAMY SAND, _
-
OR WELL GRAD£DLOAMY SAND GRAVELS, CONTAINING A MINIMUM OF --
10% SILTS CAR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS T LOCATION F 9 PTI I T INSTALLATION THE
LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 1 TO BOTTOM OF TR TO -
5 MINUTES. COMPACT FILL IN 6' LLIFTS WITH LOW GROUND PRESSURE A TI 1 T . IF TSTABILIZED PERCOLATIONT I T T MINUTE P '—BOTTOM OF TREFIcht
TRACK MOUNTED DOZER. IN-PLACE PERCOLATION RATE SHALL BE VERIFIED hgjf-�`
BY ENGINEER AFTER PLACEMENT OF FILL AND BEFORE SYSTEM IS INSTALLED, INCH T T TI SYSTEM SHALL CONSTRUCTED MODIFIEDL Y T 1. BOTHENDS OF INFILTRATOR CHAMBERS MUST BE cl2
SHOWNAS I THE IL THIS DRAWING. CAPPED WITH D TES SECURED TO CHAMBERS
2. ALL LATERALS TO BE OF EQUAL LENGTH.
1--•SUGGESTED: POLYETHYLENE T T SMALL IT TPERCOLATIONT T N TEST PIT. 3. MAXIMUM TRENCH LENGTH15 GO FEET,
APPROXIMATE / EXTENSIONTO GRADE WITH.
a FINISH GRADE CAMPER RESISTANT ACCESS T E LOC TI F" T P P E TI N AREA 5HA�LL T LIT PRIOR A� INFILTRATOR ABSORPTION T ENGh FILE �COVER
AND IT E Y I T THE TIME F TEST PIT + PERCOLATION TEST. N.T.S.
12" THEENGINEER LL CERTIFY THAT A TI SYSTEM COMPLETED TO @'
1"
A MIN. APPROVED PL ` .
4" PVC SCH 40
2" DISTRIBUTION BOX
INLET
LIQUID LEVEL 0 TLET
iaiN, SLOPE a T IL A VIE F T STANDARD PIP GRAVEL ABSORPTION
NOTE
1/4" PER FOOT b 4" PVC SCH 40 OR SDR 35 ,
EFFLUENT SEWER,
16" 1/8" PER FOOT MIN SLOPE BAFFLE
1s"MIN. TRENCHES VELLE INFILTRATOR A TRENCHES. EITHER YET
WATERTIGHT SLEEVE _ ALL OUTLET INVERTS TO BE SET ` 11 LI I P L T IN TFIIS IVI I .
AT EXACTLY THE SAME ELEVATION;AND SEAL ( ) SANITARY USE SPEED LEVELERS cc
TEE (TYP.) 4" PVC SCH-40 SOLID HEADER-
TO PERFORATED TRENCH PIPING,
1000 GALLON PRECAST "�ca " a r-�
CONCRETE SEPTIC TANK -^- 3'° MIN. 1/8 PER FOOT MIN SLOPE
-MINIMUM 2X WIDTH - c 71
MAXIMUM 4X WIDTH W 9
a a o a a o a o o a a o oao a C. a a o 0 4 o a
o a a a o o a a o o a o a a a o a o 0 0 0 o a
000asooaooaas0000aaoaooaoaaoaaooaaoaooaoaaaaaoo TRENCH BACKFILL SMALL CONTAIN
2.�0.. 4.-0.. 2>-O„ 157 MAXIMUM o;
NO SOLIDS IoAtZfaER THAN - -_ - ___ `�' cs�
SEPTIC TANK NOTES CROSS SLOPE 10
INCHES IN DIAMETER >
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK STATE DEPARTMENT OF HEALTH -,,--OVERFILL TO ALLOW ON SLOPED SITES '-'
AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MiLL.ER OR EQUIVALENT. FOR SETTELMENT I
2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A NOTE-
STABLE BASE. BARRIER MATERIAL. TO BE
EARTH--
NOTIFY ENGINEER PRIOR INSTALLATION F WATER VI AN BEFORE a . G" — 12" PERMEABLE GEOTEXTILE
3. ALL JOINTS MUST BE SEALED, FILL MIRAFI 135N OR EQUAL -�
ACFILLI SEPTICSYSTEM.
4' PERFORATED
�— 12°' MIN. LATERAL
Oct O o 18" MAX.
SEPTICTANK �0
NOT TO '-O°° ire%t. 4VA5I1EI1 CRUSHED STONE
A DISTRIBUTION N DETAIL �
24" MIN.
4 Q)
MAXIMUM SEASONAL HIGH GROUNDWATER. �
TOPSOIL (6" min.), SEED AND IMPERVIOUS SOIL OR BEDROCK -
MULCH SEPTIC SYSTEM AND ALL w
DISTURBED AREAS IMMEDIATELY
T PIPE ABSORPTION T SECTION
AFTER INSTALLING SYSTEM NOT TO SG 0
ABSORPTION TRENCH Cx �
(SEE TYPICAL DETAIL)
5' MIN. ENDS + 4'-0" SPACE FOR FUTURE TRENCH
SIDES �^ IF READ. (50% REPLACEMENT") TOPSOIL CG' min.). SEED AND
4 } - BARRIER MATERIAL
f DISTURBED AEASSAND IMMEDIATELYALL
AFTER INSTALLING SYSTEM
MUM
MIN, . 12- MAX - {
� f LAWN ARE
I.-,
Av_ I""1
COVIN
D MIN.
.....i. ... ,_.._,.. _,,., ..,. ..,.
Q
J
24" MIN. _ 41
s
SLOPE � O
EXCAVATE EXISTING SOIL
tyCX�adOt� o G'
PRIOP TO FILL PLACEMENT FILTER FABRIC
�
MAXIMUM SEASONAL HIGHFI 14ON OR EQUAL M�1.
GROUNDWATER ELEVATION �
STONE FILLED INMTRATION- r
BED WITH 3✓4'-3" SLOPE 1f1G 1/32 PER FT.
LEVEL NCH BOTTOM
4' PERFORATED PVC LATERAL
CAREFULLY SELECTED FILL MATERIAL, WELL GRADED LOAMY SAND, WASfitED CRUSHED STONE _ --:-�-- «.� �
OR WELL GRADEDLOAMY SAND GRAVELS, CONTAINING A MINIMUM F
10% SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS
NATIVE 5 S
LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION SHALL COMPLY WITH O}L °}E�-p 1. E OF DISTRIBUTOR FIFES MUST BE
NYS DOH APPENDIX 75A. COMPACT FILL IN 6" LIFTS WITH LOW GROUND PRESSURE HEAVY DUTY CHAMBER 5 FT BY 20 FT L �sr �A PLUGGED UNLESS INTERCONNECTED.
TRACK MOUNTED DOZER. IN-PLACE PERCOLATION RATE SHALL E VERIFIED QTY FLAN 2. LATERALS TO BE OF EQUAL LENGTH.
BY ENGINEER AFTER PLACEMENT OF FILL AND BEFORE SYSTEM IS INSTALLED. 3. MAXIMUM TRENCH LENGTH 15 O FEET.
IN-PLACE PERCOLATION RATE SHALL BE GREATER THAN 1 MIN/IN.
10- MODIFIED SOIL SYSTEM DETAIL wT To wxz STANDARDPIP PTI T FILE
NOT TO SCALE
;a
FOR U5E ON SEPTIC 5Y5TEM'S WITH PERGOLATION TE5T5 ARE LE55 THAN 1 MINUTE PER INCH. -REAR ROOF INFILTRATOR DETAIL �
;t
NOT TO SCALE !OT � Dates CH 15, 2016
Scale
Noyes T HEM AQTO rR a P0l ` - '' 1
1. 2 PARAl.!EL
ft
64
2. 01
3, RAKE 51DES AND BOTTOM PRIG T( PACING STONE
A Mi IMAM OF 4' ATURATED L,(„ AV' ILABLE ABO THE BOUNDARY CONDITIONS, 4,
r ? ".
3, 2017438040
CAP ENDS dF DISTRIBUTION ATERAt __
Instr#2017-3000063
!>6I
07/12/2017 02:08:25 PM
7-
t
x
e 1 Pages
MAP
SHEET 9 OF 11
Pamela J.Vogel,Warren Co Clerk FILED
LEUGI
a-'
c) Cc7
rz
CLca
c�
aL" cl-
tl sL�ir' Q r:j
LEGEND
500
. ' EXISTING GRADE CONTOUR
FINISH GRADE CONTOUR \ �'
9500
°"' SEDIMENT CONTROL FENCE
EROSION CONTROL BLANKET
a c� c� C5
,. NORTH AMERlCAN GREEN 5:�,5 ANGLE NET STRAW EROSION
/ CONTROL BLANKET INSTALLED IN ACCORDANCE WITH THE
` MANUFACTURER'S RECOMMENDATIONS STAPLE PATTERN
A (BLUE) TO BE USED.
490
95
155 ��) x 3 FT { ) x FT CD) l
FT 5 �.
n
YS
, j'�'"'�
', , , '� ,. ;, .. ..,,.. ..,, '•., \ � ,..., , .. lfig^
i '
,
. � br/, ETI � F TYPICAL
Ty�
,
i \. _,,.,.: ,' , , T SEDIMENT CONTROL DETAILS
CONSTRUCTION
T G
F ,
C .5 G ^
,
,
,
,
r �
t
\
\
\
, €
J
,
1
P
r y��
qy�
\
I
,
r
i
i
:
,
,
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40
LEUCI
PLAT D 13 (11 SHEETS) �titr
cr WARREN COUNTY LEXIE A.DELIJREY
JOSSPJtWARREx
✓s D ! 186 REAL PROPERTY TAX SERVICES AGENCY Director
County Municipal Center
1340 State Route 9
Lake George,Neiv York 12845
��yCaux'rit � KRISTEN MAC EWAN
Tel. 518-761-6464 Deputy Director
Fax 518-761-6559
CERTIFICATION OF COUNTY DIRECTOR OF REAL PROPERTY TAX SERVICES
THAT FEE AUTHORIZED BY REAL PROPERTY TAX LAW SECTION 503 SUBD.7,
HAS BEEN PAID
The Warren County Board of Supervisors enacted Resolution No. 477 on October 17,2014
authorizing fees set forth in Real Property Tax Law Section 503 Subd. 7. I have reviewed the
attached document and collected the fee as set forth below:
[ ] No fee, document does not require a change to the tax map
[ ] No fee,property survey only,not a subdivision
a
[ ] One through three lot subdivision map Original $25 0 0
[ ] One through three lot subdivision map Alteration $25 M o
[ ] One through three lot subdivision map Abandonment $25 p o
[ ] One through three lot Condominium $25 iu o
ba � Q
U-
[ ] Four through nine lot subdivision map Original $50
[ ] Four through nine lot subdivision map Alteration $50
[ ] Four through nine lot subdivision map Abandonment $50
j ] Four through nine lot Condominium $50
1 d
(� Ten or more lot subdivision map Original $100
[ ] Ten or more lot subdivision map Alteration $100
[ ] Ten or more lot subdivision map Abandonment $100
[ ] Ten or more lot Condominium $100 E
Map reference is as follows: 2 / (C)_
NAME OR TITLE_ ��,�,1--1REVISION DATE
DATE :J V)(Q TOWN/CITY_ l
This certificate only approves the document with respect to compliance with Real Property Tax Law 503 Subd.7. No other
approval as to completeness, legality,compliance with any local or state statues or regulations or any other approval or
requirements for processing by this department,shall be deemed satisfied by this certificate.
17A2- M'- ga
Dat6, Lexie A Delurey
Real Property Director
or Designee