SHERMAN AVE SUBDIVISION 1 OF 7 LIST OF DRAWINGS
S-1 COVER SHEET .� y?r �_
S-2 SUBDIVISION PLAN
S-3 UTILITY PLANC �� ' UBDIVISION
S-4 GRADING, DRAINAGE & LANDSCAPE PLAN o
S-5 ROAD PROFILES & SECTIONS
RHORN
S-6 DETAILS
S-7 DETAILS Town of Queensbury , Warren County , New York •�,.re �
y
HIGHWAY DEPARTMENT APPROVAL • - "'"",r'Iy ' "i • . „ s�•� ; `-
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These plans approved by _, � P 4 E/ fWN+i .. •..,.• r,•, '�,. ��. . � � ,,, °° •e s�l? �SITE •S a ..�tT I:i �q � ± a
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ichard A. Missita — — - a � - � : N ( - « » w I ..�,+ •,N. �T ,;.:.r•,��
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• r - • • , i I�r[ b w••°iw�n •"a� J-r'Y ` iw: R, YV alo ° r n _ •O^.
Highway Superintendent • , t
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WATER DEPARTMENT APPROVAL + t /(•j/j " • • - • w " "' ' `— ,,_rp11i '/i ,M
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THESE PLANS ARE APPROVED FOR r r . 4 " • • " -v �� rD r • ® t •- .. r- e� ��i 6crn."y�SmW • �.o« r♦ a ( )
N q r •P er' •. usr1 N I I h
CONSTRUCTION OF THE WATER DISTRIBUTION ss / q A •'• - 1 r— \ \�"^� \ " ®_ • f a m
SYSTEM-A COPY MUST BE ON SITE DURING F�jj
CONSTRUCTION WORK r r1-o r - • i , ' " " v r - • �..._.�_. e \ ' + + 1
ANY CHANGES OR DEVIATIONS MUST BEZ]
F PPROVED BY THE WATER DEPARTMENT, • - r r• r r ® �" - Y �i'-/• 11a ! * \ ! e+ kemq •a. 6 ��y+ [�
+ + ,�-_._._ -^ 1 ��� • rr r - r r• ® ® s c r a • �� r }... _ 'l� • Mf.w' \i �kT 1 :7':^ rr •, w
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x W'6 n _ - LOCATION PLAN w a w
,• • a r p N r
mil` l • �� • � -_ Y � w ` r�l
PLANNING BOARD APPROVAL
« • " - J z m tom_ m
- '� �• " -Approved Un4. PREPARED
'r Authority of N "°" r• '•' rr - • " r• - UNDER THE SUPERVISION THIS SUBDIVISION WAS PREP EP A LICENSED
r• " r • r LAND SURVEYOR AND WAS MADE FROM
a Resolution dopted January 15, 2004 by trh' Planning Board of the AFIELD SURVEY.
- - = -
Town of eensbury, New York. - I r r ` , ' » • -"� '» - r
Chairman - r• — THIS PLAN IS CONSISTENT WITH THE ZONING
LL t SITE _ -
— _ ORDINANCE OF THE TOWN OF QUEENSBURY.
Date/Signed
__ 2004 Yr r PROPOSED IRON ROD MARKERS TO BE SET AT z O G
_�_______ EACH LOT CORNER OR� -' —� r• �, CHANGE OF DIRECTION. QI �
m _ rrr++ : 04
INDIVIDUAL LOT GRADING SHALL CONFORM TO W w Cr
r• �• r" r• SECTION A183-25 OF THE SUBDIVISION `"
N.Y.S. DEPT. OF HEALTH APPROVAL REGULATIONS OF THE TOWN OF QUEENSBURY p� w
NEW YORK STATE DEPARTMENT OF HEALTH
Bureau of Water Supply Protedim ` • E4 UZ
Troy, New York -`
'— - - PROPERTY IS LOCATED WITHIN
Date: M ex-cc-, V\ � ' ,"Do THE QUEENSBURY UNION FREE
This is to certify that the proposed ormIga erlMor wain M4pA'and wa0WrretW h96bnerrt11W to reeky
subdivision in accordenCe with plans on ilia In the dke d ft SuAe Depe�t�d twin,le ,.;. SCHOOL DISTRICT
approved. Consent Is hereby given to dw tllfrlg d on W40h ft 6ndwswriot eppeee In the ; " r-- 11 I�i O
office of the Cou In eocordenGe wfM the d Seaiorr 1117 d the Public HM M Lew end r r and A A Q
Soction7/516of E r
THE WEST GLENS FALLS � � 5.n • r rr „ r
and nGdTAna�- E.
r " - r- rr FIRE PROTECTION DISTRICT �" x\
---'gym.. _ . ., p _�_,.,__ q •rr � `/ /�
_.-._ _ _ r r rr q • • N Jiy
• NI••f - I r• r r ®
NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL
ZONING INFORMATION
1. THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR
" •, r rr rr • • r
TREATMENT SHALL BE INSTALLED IN COiORMITY WITH THESE PLANS. +r••[ A>w rr
2. NO LOT DR REMAINING LAND SHALL HE SUBDIVIDED WITHOUT PLANT FOR SUCH RESUBDNISION '' � �.•�„ �'� ��� ,r•r
I SR-1A
BEING SUBMITTED, TO AND APPROVED BY, THE NEW YORK STATE DEPT, OF HEALTH. ^r r t a w ^"'—� - -
3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH SEWAGE TREATMENT _ - r � �® A MINIMUM LOT SIZE OF ONE 10 000 s!1 ft,
FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS WITH AN r - rr '�'-----.�� "I'
ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES. ' I' '- 'a-._. a �`"--1� « REQUIRED FOR CLUSTERING
4. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WERE NO + IOrD rR r r w r - " • " " v ` » • "
SEWAGE TREATMENT FACILITIES INSTALLED, WITH A REPRODUCTION OF THE APPROVED PLANS • 1t a »•r rr R r rr y rr rr rr i = r• * - _• a3
_ _ r . I� • SETBACKS: Rewe�aocToeEfllo, aooa
AND SHALL NOTIFY THE PURCHASER U' THE NECESSITY OF INSTALLING SUCH FACILITIES IN - ry ` ` - �,,.i r •r•' w v FRONT 3O' Revbed:NOVEMBER 24' 2=
ACCORDANCE WITH THE APPROVED PLANS, m r w r! • »
+ r • Revie"MARCH 3, 2A04
5. THE SANITARY FACILITIES ON THESE LOTS SWILL BE INSPECTED FOR COMPLIANCE WITH ^�- • - I� » - r SIDE 10' min tOtOl Of 30' Rovie"MARCH 17.2004
THE APPROVED PLANS AT THE TINE OF CONSTRUCTION BY A NEW YORK LICENSED 1 r • L� 'T` _ rr • •
PROFESSIONAL (P.E., R.A., OR EXEMPT L.S.) AND WRITTEN CERTIFICATION TO THAT EFFECT LIB It - - --- REAR 20'
SHALL BE SUBMITTED TO THE NYS DEPT. OF HEALTH AND THE LOCAL BUILDING CODE I)Ar T I ,(4'C(J
EWORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY.
6. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL IC LONGER HE CONSTRUCTED OR USED c'\ DENSITY CALCULATIONS F 0 R CLUSTER
FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC REQUIRED
BEGONE AVAILABLE. AREA MAP
CONNECTION TO THE PUBLIC SEWAGE SYSTEM IS REOUiRED WITHIN ONE YEAR OF THE OWNER SYSTEMS) BECOMING AVAILABLE. Qld FtF I1 - L I I'1 O 1 APPLICANT
TOTAL AREA = 63.60 ACRES
7. PLAN APPROV IS M''IIlTED TO 5 YEARS FROM DATE OF APPROVAL, AND SHALL
EXPIRE ON -2 (__411 TIME EXTENSIONS FOR PLAN APPROVAL MAY BE AREA OF ROADS = 2.67 ACRES
GRANTED BY N S DEPARTMENT or HEALTH BASED ON DEVELOPMENT FACTS AND THE NOTE AREA LUPINE AVOIDANCE AREA = 2.67 ACRES ERNEST CENTERBAR t3cals u rated
REALTY SUBDIVISIONS REGULATIONS M EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY so"P. R IE DRIVE N
BE REQUIRED TO OBTAIN A TIME E%TENSION, THE SUBDNISION IROADS. ROWS AND ALL WATER � 200 4O➢ �° °� AREA OF LUPINE MITIGATION AREA = 2.17 ACRES SHERMAN AVENUE 15 F BIRDIE DRIVE
AND DRAINAGE UTILITIES N THE ROAD ARE DENSITY FOR DEVELOPABLE LOTS = 54.36 ACRES = 54 LOTS QUEENSBURY, NEW YORK QUEENSBURY NEW YORK RVEY DWG. NO, 02392-C
B. THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK TO BE DEDICATED) TO THE TOWN Of QUEEN55URY PHONE 518 745-4101
rr�lCr: TU GFFERING .GTS FOR UftiC AND WITWN 90 DAYS OF THE DATE OF PLAN APPROVAL. UPON COMPLETETiION AND ACCEPTANCE BY THE TOWN. 5CALEr 1" = 400' NUMBER OF DEVELOPABLE LOTS CURRENTLY PROPOSED = 35 LOTS PHONE (518) 798-0674 S •� 'I N
NUMBER OF DEVELOPABLE LOTS AVAILABLE FOR FUTURE SUBDIVISION = 19 LOTS 1 �
9. All 1 UCAL. '+ND -^.'.HER STATE AGENCY RILES AND REGULATIONS SHALL BE COMPLIED VIM Sheet 1 of 7 .
PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS [IF THE DATE OF PLAN APPROVAL //
k—
I�
DEED REFERENCE:
RICHARD CENTERBAR a= r gi-U)=
MACN6TIC 1980
& ANA MAE TRACE'Y
To
%�6sr
ERNEST G. & DOREEN J. CENTERBAR �^(S5••,, •'�.�
DATED: MARCH 21, 1973 '�i, +LICE �*
NECTAR SOURCE MITIGATION AREA - 9,866 S.F.
LANDS OF BOOK 566 PAGE 521
PLANTING OF NECTAR SPECIES 15 TO BE ANNE BETTERS
SUPERVISED By NYSDEO PLANTING SHALL EBE
D
THE RESPONSIBILITY OF OTHERS A5 IDENTIFIED
BY THE TOWN OF QUEENSBURY. ��
NDs-OF
N0B°4Q,58,E HK o y •
330. 72 �j �pyt
TIE LZNE RO I ••61s
W N08°45 'SB°E u�'�7'19.gi �=
^ 1_
3 � _
_ w g
LANDS N/F OF $ � ° 3 4 a� w° PROPOSED MITIGATION AREA O O +O -_ _� "
TERRY 64 CAROL 087 BROWN N g4.49G sq.ft. r� �O AVOIDANCE AREA Np8°4 B E � s ewbac '
/ OWNERSHIP TO BE TRANSFERRED co O er -�
x TO THE TOWN OF QUEENSBURY y ° ^ 126.486 sq.ft. 50.00'
OWNERSHIP' TO BE TRANSFERRED
I = TO THE T(DWN OF QUEENSBURY c �-- �� � � S�g�yffi3
5 25. 55'E ;..:;'p• 1487. ram="
no •5p, 25' NO
07
Noa° p 55°E°0' W I z6 BUFFER POST + RAIL ;:.:,'h
g c ° oy2•vi y FENCE TO BE
34 N21°2 0�` w INSTALLED BY w ^ ^ VEHICULAR gjig
1 2.55 0 r L. DEVELOPER ::?:::::::.`• ff ACCESS
S06`10'S1"W = 20 \ ,9a a„i:;:;:;:;: GATE
�2T° ae 26,463 sq.ft. L:175.07' a v°. - soh•oo
31.10 eo' 0.61 acres p+275 L 30.17' 858
Cn
Ra225.00 a N O
�ge r~ OA N08 r L32.23 <:g0 CQ
IIII 5?y`° 58'E R-300.00 9a3y
„� �h' 87.53' °' O Y
LOT 12 �Q„ti y20 o Lags ° as° sg
26,932 sq.ft. „"yo 2y o Ha9O ?0, o�;>° u�A >s,
0.62 acres W LOT 15 °'OO N°z°o\�`r?E ��"S�`c {Y+
oa °° LOT 14 $ b 27,589 sq.ft. W s 0'r 50.00, W z z
o q• ?.
?fo�178`E 0^ y^h 29,534 sq.ft. 0.63 acres / a y erg• `�
LANDS N/F OF I I ; B �e 0.68 acres y w j=° ti LOT 18 a� A
IIII h ° LOT 38 a a
RICHARD & 8KAY/5 NICHOLSON a fo LOT 11 a 27,278 sq.ft. h°
Ud
418 564 25,111 sq.ft. u ti S06°o7 55"w 25.00' 0.63 acres °o yhy 762,378 sq.ft. 7
0.58 acres 17B 25, oo. 17.50 acres a
ry 9A Ul
N06°0_ 7' m 123.48' N
r
g LOT 10 h� o LOT 17 W s�B F yo°f W
I '°ai o 35,849 sq.ft. $ o� s' 4 0Cn
W N 24,866 sq.ft. y 0.8:2 acres o N LOT 18
so' - E 0.57 acres o ? ^ N 34,736 sq.ft. '
WIDE R.0j w- °+!)?r?.F
Qr a
IF 'NEEOED TT00 O ESERVED FOR FUT - e9'a y Q.BD acres Op ^b
DIED FOR OF QUEENSBURY URE S06° h�ti Oh O/ 'Z b W q
r� yD.r 3 \ W
oADWgY IN7ERCONNEC7ION. O 775,pp5„W ' A$. P'.30'� ry >! LOT 19 Ng°°
`} O Oi�iaROMEX ID 155.00' ym 28,873 sq.ft. '?sir?.F U A CIS
�
PF W ° "fiOry sos° 1B•&4' La 0.66 acres
f75•pp' ° �56`W 1j>? PIG PEN
R<3
�N ro ti5�� •'ter 155.06°07S5°E aO.O° L"�>r 'L°0 LOT 20 Z to co
o LOT 9 •'e 3 wsrdsr oo' 16,84' La<30-.0 a 5y 25,000 sq.ft.
I `
I II 27,251 sq.ft. h - 3 140, 3oB, 0.57 acres
AREA ti a 0.63 acres N a $ a LOT 30 M gs,
461,207 sq.ft. �" Noa° �� w �� w 24,513 sq.ft. m $ °4 m3 o r ryhh� /
�� 0 ^ t5 w w r , 3, ? Gj
07 55°E 2 = 0.56 acres ^' N LOT 31 ° SHED /
10.59 acres q. °• /
zoo.00'
N06`07-55"E 41,417 sq.ft. '?s'
LANDS N/F OF 3 SET-ASIDE AREA FOR LOT 8
o FUTURE MITIGATION $ a reo.00' 3 0.95 acres °O' y GARAGE
BENJAMIN RALPH P 25,000 sq.ft. $ o LOT 29 "
265/210 f TO BE RETAINED 0.57 acres f h 8 ao �' im y
BY OWNER N 22,500 sq.ft. g �� Dry °h°f 7 y�u�° �� lb F� �
$ ^ 0.52 acres h $ °ry 1 o , .?
s °� � � ,� Now York State Health Departrrlent
x THIS 10.59 ACRE PARCEL IS Nob°a7 ;u x N x ry 5 o > _ ti �
w ?. �+' For Approved Date and Signature
DEED RESTRICTED TO PROHIBIT 65„E LOT 32 °,� x
ANY FUTURE DEVELOPMENT 200.00, N06°o 31,935 sq.ft. 6 p�� F refer to First Sheet
55°E 0.73 acres m ° , 5t9 BM #2
o LOT 7 y h rao.oo' a °°f LOT 33 ?s s� s?i
8 °D o g�os, ry5h6 30,100 sq.ft. OO• �m 'm?, NUT BETWEEN MUELLERof
25,000 sq.ft. } $ r ON HYDRANT w
A 0.57 acres _ � I. LOT 28 N?s°2j?3 ' 0.69 acres p� ELEV. = 96.04' 4-4
O
N08 07 ,, % = ^ 34,221 sq.ft. �` '°`F ?S'°s, ,ya,y°f T�,,�(�T� r �1
Ss E 0.79 acres ryryyy° 28'302q ft.
_ 200. 15' 0 N?6?.a 0.65 acres �/ O ^
PF I I I NOB°OA'S5^E 0 ' r0, '?S 0 W 0 h+1
r- 268.98, F N 7 ee• 1ry�0a 8H p4 O E4
CO
d �� LOT 8 ryh ?sa,',ss, ryry�'h�/ LOT 35 rrye' TOTAL AREA H O
ci M h 35.065 sq.ft. 14 LOT 27 9y� F N?eo?\ sq.ft. 4Osr,
32,793 s f 63.60 acres vl
0.80 acres ro r 0.75 acres •� 1ry M�1
2 36,683 sq.ft.
o� °s 9`F � a� °o AREA OF ROADS NJJ / FF��
0.84 acres ion g ? /hm �ry p.xs.00' 4.40 acres 1/ F+-1 ~"1
" N ry LOT 28 0 sq'' o s L.�z ze ° �/ AREA OF LUPINE AVOIDANCE ~
as 50•W o oa ry� 39,915 sq.ft.� N°3"� ?' ryry LOT 21 oe
N�82aa.a3' ] a �, ry° �b 0.92 acres ryry r °z r 35,135 sq.ft. �o'
2.67 acres A w A
0 0 9/ LOT 25 fry LOT 24 *� • 0.81 acres AREA OF LUPINE MITIGATION
LANDS N/F OF DEVELOPER SHALL POST A o� 36,461 sq.ft.� 33,410 sq.ft. ° F 2.17 acres I�•I
ROBERT CLARK LOT 5 °' 0.84 acres2o 0° 0.77 acres .* h+-1
'NO-GUT' SIGN IN THE CENTER ryry ° ro h� .0 co
41 935 sq.ft. fo s s TOTAL DENSITY FOR LOTS (�
622/408 OF EACH LOT AT THE EDGE q' 9.. ryo / ° , °�
T OF THE NO-GUT BUFFER 1.08 acres Laos °� 0 33, ?o hry° 54.36 acres = 54 LOTS0.4
o ro a LOT 23 °�, g,
Q READ 25' NO-GUT ?� °o, <°r3 Ny ho' 33,335 sq.ft. •4 ' `'
BEGINNING Of 2 NO IIT �nNF BUFFER ?• '?s, a• ry ° ?,4 REMAINING DENSITY FOR FUTURE
PROTECTED KARNER BLUE HABITAT h o 9a?> -1 0.77 acres.,-
SUBDIVISION OF LOT 36 U]
yo s 0° 12a, r9 /oo 0 54 LOTS TOTAL #
DO NOT DEPOSIT ANY CUT La LOT 22
VEGETATION OR OTHER MATERIALS N a3531 oy <+r?s> soe°°�S5„W 124,B0, 34,557 sq.ft. LANDSCAPING NOTE POWERLINE LAND USE RESTRICTIONS - 35 LOTS SUBIDVIDED
BEYOND THIS POINT. IIIIII LOT q. 1� a L� 81 Noe° 70 66,E ka550 oo La>> 0.79 acres �0 THE DEEDS FOR LOTS #1, #21, #22 & #23 OF THE DEEDS FOR ALL LOTS IN THIS SUBDIVISION = 19 LOTS REMAINING
51,949 sq.ft. 'B'0g 21' 46.98, R<a 3s, o> A. ryN THIS SUBDIVISION SHALL CONTAIN LANGUAGE SHALL CONTAIN LANGUAGE PROHIBITING DUMPING,
1.19 acres ��ry La °p °o >e. ° ry1 REQUIRING THE OWNERS OF THOSE LOTS TO DUMPING OF YARD WASTE, AND UNAUTHORIZED
.4 LOT 3 3 1493.80, s?>° ym MAINTAIN THE TREES PLANTED AS PART OF THE ACCESS OF ANY KIND (INCLUDING, BUT NOT
h ry 3 5 GRADING, DRAINAGE AND LANDSCAPE PLAN CS-4) RESTRICTED TO MOTORIZED ACCESS) TO NIAGARA Cato- � t1, 2003
F 72' 36,942 sq.ft. 'm LOT 2 ''' '?e
343. e v \3s, s , 8 OF THIS SUBDIVISION, IT SHALL ALSO REQUIRE MOHAWK POWER COMPANY LANDS, TOWN ❑F ROVIalorm
76 0.00 0.85 acres a } V m N /{ s �m
SOS°pq' S R. 7 s5•W 3 °^, ^ 25,824 sq.ft. Ih ?>°r\ J THAT IF ANY OF THESE TREES DIE, OR BECOME QUEENSBURY LANDS AND POTENTIAL FUTURE LEGEND' 28• 2003
2B {y r 20' NO-GUT r> 3 DISEASED, THEY SHALL BE REPLACED IN KIND MITIGATION LANDS, p0 2003
E $ ' Soe BUFFER a 0.59 acres w LOT 1 > �s s•F _� AND-SIZE AS THE TREES ORIGINALLY PLANTED.
N 04 zs"w x 56,240 sq.ft. Ol LI? - O IPF = IRON PIPE FOUND NOY01nber 2A 2003
226.67i H f4:.a
175.98' 1.29 acres o0, ppG'" .,r �' Y. O IRF = IRON ROD FOUND Merck 3, 2004
x 937.37' ree.as' 10' NO-GUT 4g6.o', rI .
moo, = UTILITY POLE Merck 17, 2004
BUFFER A e40'4 Fr".�''='
LANDS N/F OF 125.02' S05004 1111'26W 377.74' 6 ory / 2 ( }:� G; Oi BM #1 = FIRE HYDRANT
S05°o4'26^W LANDS N F OF
DKC HOLDING / "---- ..-eo' Ol+ 6+�" NUT AT POINTING = EDGE OF WOODS
1287 89 JMC PROPERTIES LANDS N/F OF IRF ARROW ON HYDRANT
/ 1259/264 MARIANNE HENRY LANDS N/F OF ELEV. = 97.84' NOTE
1222/285 RICHARD & LISETTE LANDS N/F OF IPF
Scale ri-oo'
THOMAS THE SUBDIVISION ROADS. ROW's AND ALL WATER DATUM: ASSUMED
703/398 C AND DRAINAGE UTILITIES IN THE ROAD ARE CONTOUR INTERVAL = 1 FOOT SURVEY DWG. NO. 02392
3/39 118180/138 HENRY TO BE DEDICATED TO THE TOWN OF QUEENSBURY
UPON COMPLETION AND ACCEPTANCE BY THE TOWN.
_ SMOKE RIDGE SUBDIVISION /
1RF
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f — TEST PIT INFORMA77ON
R
j JI'l 0-6" TOPSOIL
LANDS OF gs o-fo• roPsorl
6-21" LOAMY FINE SAND 10-25' LOAMY FINE SAND
21-74' FIN£ SAND 25-84" FINE SAND
_ ANNE BETTERS ` ; ' MOTTLING O 36" MOTTLING O 60"
i I ' (5/10/03 AUGER HOLE = NO WATER TO 62
po 0-11" TOPSOIL
y2 O-7" TOPSOIL 11-25" LOAMY FINE SAND
r. ! I t 7-21' LOAMY FINE SAND 25-89" FINE SAND
f1 21-85' nNE SAND MOTTLING O 75"
4: MOTTLING O 62"
IL
OPSO
LANDS OF i u - r I ji 0-9" TOPSOIL 1 10-27' T LOAMY FINE SAND
NDIGARA` i ! a I i f 9-23 LOAMY FINE SAND 27-91" FINE SAND
qt- ,'' / MORA�j{ , !1 23-61' FINE SAND
t POOR -0gPORATI 3 `� al MOTTLING AT 63 SANDS 4-55" FINE SAND
1f r' � ' I r #12 0-4' TOPSOIL
If li f t N y ' 11-1-1-i� 55-64' VARVED FINE & MEDIUM SANDS
1 ( i f 0-10" TOPSOIL
; > 'j �� ' LOAMY FINE SAND
f ,
MOTTLIN O 7p SAND
10-23
23-86' FINE SAND W/SOME MED. SAND
59-71" VERY COARSE SAND G
MOTTLING AT 63'• I�I3 0-3' TOPSOIL
i i' ( / / 3-44' FINE SAND
5 f0 03 AUGER HOLE = NO WATER TO 65')
-67" VAR 44VED FTNE & V. FINE SANDS
15, 6 & 7 NOT IN AREA OF PROPOSED LOTS MOTTLING O 44 MEDIUM SANDS
"
ty, I I z [r l' _., 18 0-10' TOPSOIL 114 5110103 AUGER HOLE = NO WATER TO 65"
I I I / O 1' 10-22" LOAMY FINE SAND
LUPINE AVOIDANCE 'AREA �' \. O Z 22-67' FINE SAND TEST PITS BY CHARLES H. MAINE ON 1/4/03
TO BE DEDICATED TO THE TOWN OFi QUEENSBURY `, j rW , i 67-81' MEDIUM SANDS WITNESSED BY GLENN BRUSO, NYSDOH
1x 1 MOTTLING O 62" AUGER HOLES BY THOMAS MACE ON 5/10/03
PERCOLA770N ZEST INFORMA77ON
I I I I;G TEST, STABILIZED PERCOLATIONRATE
1 MIN 44 SEC
I 1 ,t - f 2
U 0 MIN. 31 SEC.
f
i O f F 3 0 MIN. 18 SEC.
1f 1 MIN. 19 SEC.
? < _ , 1 5 1 MIN. 12 SEC
VALVE & CAP FOR '•,
#14 LOT #13 FUTURE EXTENSION 7 1 MIN. 05 SEC.
GOLA 77ON TEST BY
NARCE ENGINEERING, PC ON 11/3/03 & 1114103
' IN, IN a
_
t't 4
f " SITE NOTES
1. EVIDENCE OF EXISTING IJTWTES IS INDICATED FOR THE
of �N•. _ - VALVE & CAP FOR CONVENIENCE OF THE CONTRACTOR. ITI5 THE SOLE RE5PON5MJYT I 1.: I __..,....•- �` o/ -�r �_ _ f FUTURE EXTENSION OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OFL❑T #12 \ \ ( ALL UTILITIES WITH THE UTEITY OWNERS.
"7 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT
ALL EXI5TNG UTILME5 FROM DAMAGE DURING EXCAVATION. GRADING
LOT #36 AND CONSTRUCTION.
3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS
LOT #15 MATERIAL OFF OF THE PROJECT SITE INA LEGAL MANNER.
r '�, 1 / \^� 1 I ( , `\ \ 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES
fJ ""•'. \ ! 1> T 1 I I / \ OF ALL NEW WORK N THE FIELD PRIOR TO STARTING WORK-
Or . ~" / . ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY
~ r, ± LOT #14 �� ' 7 _ ,' ~' BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION
L❑'T 4k11 '\l K —' 7 t❑T BEFORE PROCEEDING WITH THE WORK.
II I I I f:' 25' NO=CUT \ �g ! .-_....___-...___.'f _ - //� \\
ZONE'(typJ `J '\ `., :/¢ / =, I _ / \, 5. THERE ARE NO KNOWN DRINKING WATER SUPPLY WELLS WITHIN
200 FEET OF THIS PROPERTY.
G.G THE WATER SUPPLY AND D15TRMMON SYSTEM SHALL MAINTAIN
` — 20 PSI AT FIRST FLOOR LEVEL
SUBDIVISION.
FR L Of
ALL HOUSES WITHIN THE SUBD
P � A MINIMUM PRESSURE OF
7. THE WATER SUPPLY AND DISTRIBUTION SYSTEM CONSTRUCTION SHALL
.fit CONFORM WITH THE DESIGN AND CONSTRUCTION STANDARDS OF THE
J LOT #17 1 +fj __. _ - QUEENSBURY WATER DEPARTMENT.
r .r LOT #10 — 1 _ PIPE LEAKAGE TESTING & DISINFECTING
WATER MANS SHALL BE WATER TESTED AT 1.5 TINES DESIGN
;:� �c+ ff , /, / J \ •- WORNNG PRESSURE FOR A MINIMUM PERIOD OF 4 HOURS.
LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA CGOO.
WATER MAN SHALL BE FLUSHED AND DISINFECTED N ACCORDANCE
WITH NEW YORK STATE DOM STANDARDS AND AWWA CG51 PRIOR
TO ME55LRE TESTING, THE TABLET METHOD OF D15NFECTION
h .. "—= ► f e a3 c'mr +f 1 ! 1 1 % / LOT #19` -
GONTANTED N AWWA-0-651 MUST NOT BE USED.
T "� `.3 rc)R,:` �':'rWAY DEDICATED
( ti
1 FOR It�3iURE ROAD EXTENSION P j j /
NINA
III Je
LOT'
` r
J LOT
-- IN SHE
r
t /\ g� g :1 HYDRANT I
J _ ASSEMBLE' --
\,.' ov/iFx• e \ ..-.I\ r TYP.
GARAGE
/:
LOT #8
.dt
1 �7,7r' { LOT #31
Jr t
f
LOT % 7 i` �q f t' _ __ — — _i _ \ �` JJ ' LOT #32 {/,/ j T #33 J _J - '2
a
LOT `tt C8-..^
f I - l , fl,.l .N,
Jf P7/s r 10
' iCWH r r
\,I\ � I I �11 '�! / / � , ., � j;
— r f,./ I I I ;:' } \ Pu�1 d'f' 1,f q'
{ LOT #6 It _�` — — — j \, I ,� \ I L❑T' 434 1` Y — .
\
t t i 1 cG ! JI
- J :J LOT #26 J; � I 1
`J L❑T #27 j I I j ' ( \ --LOT #35. =j
, GN'.r' r• JJI -L❑� #L05 1 f• / ''� 1 f •t ` __J )
25' NOtCU7 Di 3& J• / ( l / l / `�
ZONE Styp•) r !.`
TO
EXISTING 12" DIP
j I'; #24 ' -- �--� / WATER MAIN W/
/ y4
LOT }J J TAPPING SLEEVE
LOT #21J & VALVE
141
ell/ f IN
Fes•\. '
#_ ` t •/ LINE" to
li VALVE --U- ._,_1 / .t ( ` - 1' `-� r •- ,i` .` a.
P713 TYP. �( 1 ' C., r s� r f /,/ / ❑T f r�+ 5 !_. 1 v ..... "
LEGEND
` .,` 5,'
i .�r/�ly r YC ST PIT LOCATION SOIL TE
L❑T #4,�'J EXIS71NG GRADE CONTOUR
#: / '� l I/ f �,%' t I + i U �� �' ;I �' r •<._. ,,� T - � / /"`i-�'• ,, 1 f /i T / i• 1 ,�,y� F7NlSH GRADE CONTOUR
EXISTING TREE LINE
' r "' / ' ' UM17S OF CLEARING
/
\�\ > � �"��'. NEW ORYM£LLS W/£QUALIZAAON PIPE -
I r
.,.4 /'J�\ ~ NO�CUT+' '.�❑T # NEW B" PERF, HOPE& 1NF7LTRA770M TRENCH
ZONE (typ.� I 'r "L�]T #2 % / ' f
IIf NEW FIRE HYDRANT/ VAL ASSEMBLY
,
5� � NEW 6' CLDIP WATER MAIN�
/ I \
I+ � r
( I I , ' J � ,, ( ,.. '' ,, ! / "`/ - � - ,� �' /`, / \ ;T•u`- ,;' �_ NEW 6• WATER MAIN VALVE
s ,
r• - ::_°,.. -�...! t :.��a� ,rt!- .+.: ,if i ra + :? + ,� } _. -
iCU,T
� ` l
PROPOSED INDIVIDUAL DUAG SUBSURFACE BS URFACE Ei (typX
; SEWAGE DISPOSAL SYSTEM INCLUDING
f n SOX REPLACEMENT FELD<
.'�•'�.'_ ,' ,!' > , \\ I' i / dy 11 � r rr r ir,
CONNECT TO EXIS
TING
%` / ' i �- './j /j/• { 12" DIP WATER MAIN
/ it f -' W/TAPPING SLEEVE & VALVE WATER MAIN SPECIFICATIONS
SMOKE RIDGE SUBDIVISION Gw YOr( H@
'RU / '/..r-' -' / --„" ',� tr , , i'/ 'R� CLASS 52 CLDIP MEE77NG AWWA SPEC. C150 & C151.For
AQ�NOV6C1 Date PUSH-ON JOINTS COMPLYING W/AwwA Ctil 1
871c tl SI�( fA "� BM #I nT77NGS TO BE M✓ COMPLYING W/AWWA Cl f0
I�(9(tp Fl19f� o SE PLANS ARE APPROVED FOR " n IIP'rei;r INSTALLA77ON TO BE IN COMPLYANCE W/AWWA C600
C NSTRUCTION OF THE WATER DISTRIBUT- : ,. NUT AT POINTING
DATUM: ASSUMED THIS DRAWING HAS BEEN REDUCED SYSTEM-A COPY MUST BE ON SITE DURING ARROW ON 97.84'HYDRANT
CONTOUR INTERVAL = I FOOT CONSTRUCTION WORK / ELEV. = 97.84'
DO NOT SCALE IF ACCURATE ANY CHANGES OR DEVIATIONS MUST BE t� ttuNlrnu
DIMENSIONS ARE REQUIRED APPROVED BY THE WATER DEPARTMENT;
SUBDIVISION PLAN �1341 ry "' � ,
_ GRAPHIC SCALE
b; NACE ENGINEERING P.C. ENGINEERS< a xea atRm t s x
c K 169 Haoiland Road Queenabury, New York 12804
-� RICHARD P. SCHERMERHORN . ` mE .��•
gOY M IA'AR fflOE A¢WRM V MFIDtIIK ` Q7 �:
o 14 se 8 Sherman Avenue Town of Queensbury
� g p VANDUSEN & STEVES LAND SURVEYORS
9. o Y
N N
00 UTILITY PLAN
u 189 Havlland Road Queeneb New York 12804
�' I1llt llt lilt\�`
( 121-4-5.1/308.07-1-3
I
f
'e
i
t
t I
I
i
LANDS OF
ANNE BETTERS
_ LANDS Op
9 _ 90 NCAGt ,,y MOHAir
3- WIUDM am MULCH
C.OPOTIOAr��
'�( —�1 ; s 3 MIS,
e Y - AMENDED PLANTING SOL
These plan approved p ;
k
�, _. Richard A. Missita
ft Highway Superintendent
ILUPINE AVOIDANCE ;AREA
k TO BE DEDICATED TO THE TOWN OFI QUEENSBURY EVERGREEN PLANTING DETAIL
NOT TO WALE
I �
11\ - ' Iffy
, All MARE ED A AREAS AS r P SME TO SEEDLD
J� S 3 W � `...l-,y ,�..., AM MULCHED AS 500t1 45 IS P055EI.E TO PREVENT
N. USE 4- MIN. TOPSOIL, 5-W-5 ronLPTER
I ."".'r ` I ,� tq y,-0 ' _ AT 40 6w PER l000 of, LOPT•s TRRE( GENE a m
Olt EQUAL: f. AM MU4" WITH
STRAW OR AMM05EED. ON ALL 000 L5LOK5 OF 34 Olt
s�otOS a wtR�RttL MANKrT HS AMMAN STTALLED IN A&CMDANDE
MAIM THE MANIFACTUI M RECOMMENDATIONS -
. STAF E PATICW!A M I JFI TO ME USED
TP.14 LOT #13 \
MAIM HOSE FWTION GUARD
�,,, _ \ \\�. .','• _�'._..__ $ _.....,y...- _- W#- I GUY WAIF
qO
Il t ❑T #12 `♦. `/ ' ',- -- � i,`.`—' �/ ~,..� D"PSde�� STAKES5TA5
I _ / \ �' - / , 1 " -� a �, s ," sMtEDDED MRK MULCH
` �''• � / t r r � rr `_ . 3-INK., SAUCER
0 ' ¢wuiA- LOT ##36
J, AMENDED PLANTING SOL
LOT #15 i \ #30
MkL
� vj I �`-,\'\•�.,~`�'-.. 1 MIN. GARAGE �,. �'�. ,
(( t / \ t %• r •l~ I I y� \"�' t .\.� -•.� LE TREES 3•' CAL�Atm
` .� LOT #14 1 \ � J LESS SHALL ME sr As
i I I j LET AI4NG DETAIL THREE SrAI¢5
I } 25' NVCUT LOT #11 �6 / SHOWN USING
ZON$ (typJ
' /� f = -..._ TREE PLANTING + ST
KMR. SWAGE � � -'Tr lJ � -J � r' NOT TO SGALC
_ _
1
LOT #17 f t ` ' -_~ '\' ` ` \ \ / SITE NOTES
i. 0 - ._8 [LFATIDN �1 ;) r' LOT #18� _ EVIDENCE
L❑T #10
TRENCH - SEE DETA'iLl I /�! 7` GONVEtJENGE OF EXISTING
THE CONTRACTOR. ITV�ISG THE SOLE ESPONSBLIYT
# 1 OF THE CONTRACTOR TO COORDINATE THE FELD LOCATION OF
( -'•\ '' i1`��\� f t '\ ALL UTUTES WITH THE UTILITY OWNERS.
2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT
ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING
AND CONSTRUCTION.
i 11JI I I \
Dwul
(~ #13j 1 I I j I } ' / LOT #19'� ,._ \ 3. THE CONTRACTOR SMALL DISPOSE OF ALL DEBRIS AND EXCESS
#4- I ) 1 i I j J I t ___ ; t ♦ ^ \ �. MATERIAL OFF OF THE PROXCT SITE N A LEGAL MANNER.
+ 7Ap I J 1 \ I 1 1
4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES
OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. 1
Ir. ANY D15CREPANCE5 OR QUESTIONS SHOULD BE IMMEDIATELY
I _ _ _ _ �,`• \ BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION
0K-. AY DEDICATED -4`.__` `' I +! "`� t r `'� \ BEFORE PROCEEDING WITH THE WORK.
'j- CBE ROAD EXTENSION -' . G WATER SUPPLY WELLS WITHIN
1-LT `; -- _ 1 -.___. t� ,( (I \ 5. THERE ARE NO KNOWN DRINKING g _ 1 \ 1.\
'�•!•^ - __. „ t-- DWIF25 \ �- � � � � 200 FEET OF THIS PROPERTY.
r w#22 I t l !
G. THE WATER Y AND DASTIHE SYSTEM
ELTAIN
A MN" PRESSUREOF 20P511T T FIRST FLOOR LEVEL OF
ALL HOUSES WITHIN THE SUBDIVISION.
TP
#23 SI IE
_ t �
PIPE SET LEVEL
1 -- t' -._-.._ 1
r r,ct+srrc>aeo
SEE INYWELL 7 HYDRANT ;
.� / j` \ ,"DIN Xo� DETAjL-6TYP.) i - ASSEMBLY
TYPGARAGE
95 >e.
LOT #31
LOT
\\ ILUT
'-8" PERP,HDPE
TP
!@L WAGE � . '"''"•;t" _ INFILTRATION
TREKS - E DETAILO
LOT_42-11_ �
95
Cr! ! I 1 _ Lit �t! /, - ,-� r '; 17
`t , / \, "'•`., .^f ! t k ' �, A,
�. .� DWI W � -
LOT #6 8 PERF. HOPE Dy 95
'LTRATIINJ " =y - ! `i; .\ ,/ — I jr.- j'' i ♦ t
t t i 1 TR NCH - SEE DETAIL i_ �, 7 I /
t t It i tl li t r /!'rr'/ ''ri
S i It i t,. N91 GARAGE t t } ''r' f I !'\ �/ r -1 ZOO
❑T #27 f LOT #26 j +r .'•� , . ,�
25' NO-CUT DW DW#7 f It L❑ #25
ZONE (tyP.) ` i r_ /f !f t //j J ` I r✓ / `, �. \', —! 7 - /
i it 1 i i .1 ,/ ,` �. �,,,rJ '" ,� Sa CONNECT TO
LOT ,#24 ,,} f l - f l �:f , WATER EXISTINMAIN W/P
pI'r' i ;:' ,` / 1 ;! / I I f sa`s1 —"r ! rf TAPPING SLEEVE
L❑T #21
i ,--'• ` ,. /, ' �, (r 1 �' , j i i t /:" crYP� & VALVE
"i, � '' - i 1 c._._ J £r� -'�• '- -'� s i `�giSTAll. 9 SUGAR I
I ( \ MAPLE - 2 1/2' ed
s `,j /l/�-.�`.- \ �t �/ 1 +• ,r I I• t+ !' fJ n.♦" 7 ^l ' Y , 1 \ !t `���. �,.
-'f{.. :,l /r '�f x" / / ` `e. r 1 / ! / t`r i 1 's , j f't'+\♦,
•'n L j `f!r �� ! .`+ i' Cd,.�/%-`Y `, \ �i ,�(1♦ �-..\.
♦ Y �.
LOT #5 - - r:'r f , � ✓a.�`', _s Y - '~, 1�, .,
-
L LflTTk23
LEGEND
6 SOIL TEST P/T LOCA710N-
`\ EXIS71NG GRADE CONTOUR
r' � FINISH GRADE CONTOUR
4 J ; ! r: ! l r..' , r ,y_ 7"' .• f . ., t`f,7' ` �71 ram*``�'�r'�EXIS77NG TR££ LINEJ /
LOT # ,'t_ i, ', t t : !'YW\ LIMITS OF CLEARING
/ t i 'i 1 �'^, g� ); (I % --.4 "�• r% r PROPOSED SILT FENCE
I fr
+ ,.� �• t 7 / � .i f ,'�/ � � � f - � r -,:;, i , r I' � ,f, 1 ��� `-���� NEW ORYWELLS W/EQUAUZAPON PIPE
i i f �. I '' I ,� T;`#1 x., - ,` __. NEW 8" PERF. HDPE & INFIL IRA RON TRENCH
•••--ar L! / ,' rLO I # f {fit, !•( I / ' j i I F l' ♦. � ' T" - N£W F!R£ HYDRANT VALVE ASSEMBLY
~20'`NO-tCUT'r f / t i �,,. J 1 Yti'" 1 I.t'' I f I �: I r r`r ' • ! 5 YN11'fE E` ' ! 1T' / VAL
ZONE (typ3 T #2' r
/ ! NEW 6' CLD1P WATER MAIN
I j rf J I T •,} ..( i ' ( I �c ' + _--ew— NEW 6' WATER MAIN VALVE
,/ PROPOSED INDIVIDUAL SUBSURFACE
SEWAGE DISPOSAL SYSTEM INCLUDING
5 R REPLACEMENT FIELD
'7 t
_ 'x,:-. �-f:. --,- ;, `r; `+ •',., l + CONNECT TO EXISTING
'+ } •' r7 -` - N°o 12" DIP WATER MAIN
95 - 1� /- -'/ ' ..�' �� - +� ' ( W/TAPPING SLEEVE & VALVE LANDSCAPING NOTE
u 90 SMOKE RIDGE SUBDIVISION N YONk Lys_ u- �O / ' �!. THE DEEDS FOR LOTS #1; 421, #22 & 823 OF
�talH r1tl �R� THIS SUBDIVISION SHALL CONTAIN LANGUAGE
F®reApproved paw g� ;,0 �20 y FO!' ` , REQUIRING THE OWNERS OF THOSE LOTS TO
gYl8alre BM #1 MAINTAIN THE TREES PLANTED AS PART OF THE
Werto F7Bt it r, W °? GRADING, DRAINAGE AND LANDSCAPE PLAN (S-4)
�7116®( _'•, NUT AT POINTING OF THIS SUBDIVISION. IT SHALL ALSO REQUIRE
DATUM: ASSUMED THIS DRAINING HAS BEEN REDUCED � !` / ARROW ON HYDRANT THAT IF ANY OF THESE TREES DIE, OR BECOME
CONTOUR INTERVAL = 1 FOOT DO NOT SCALE IF ACCURATE / ELEV. = 97.84' DISEASED, THEY SHALL BE REPLACED IN KIND
AND SIZE AS THE TREES ORIGINALLY PLANTED.
DIMENSIONS ARE REQUIRED SUBDIVISION PLAN ��\ � ` °�
NACE ENGINEERING P.C. ENGINEERS °° '"E" i GRAPHIC SCALE
.�x
'^ < 189 Ravllead Rd Queenabury, New York 12804 '*
RICHARD P. SCHERMERHORN Road
•WLE�AEY.YI01.[C,6• ,•
gg 11E IRE.N I1EP.,@ M I�E.F.IN lE
g s 8 Sherman Avenue Town of Queensbury �
V YEE.O6 LO E..YI®f W1 Y ul. 2� IN )
g VANDUSEN & STEVES LAND SURVEYORS
YY
GRADING, DRAINAGE & LANDSCAPE PLAN iM9 sao]I.na Read Queenabury, New York 12804 tea• ''��7i'tit1I.$..III�
121-4-5.1/308.07-1-3
.� 10'-0" O.C. MAX. STOi twl` IN TER FOLLUTI ON FRE\IENTI ON
3G• FENCE POST
DRIVEN MR" 16•
INTO GROUND
SILT STOP 10' RHO 40'wft CONSTRUCTION 5EQU8WNS sJN.P.P.P. FW:15VIRDW E
EMBED N GROUND,
B' ML L PRIOR TO START OF CONST1tl10TION. THE CONTRACTOR SHALL INSTALL L THE CONTRACTOR UNDERTAKING SITE CONSTRI.C710N OF INS PROJECT MUST SIGN
c G' Rh CRUSHED STONE OVER THE SED!!M CONTROL FENCING AND MAY BAY DAMS AROUND THE PERIMETER THE CERTIFICATION ON THIS PACE AND BE FAMILIAR WITH ALL REQUIREMENTS Of
COMPACTED SUBGRADC AND OF THE CONSTRUCTION 517E AT THE EDGE OF EMTNG NATIVE VEGETATION AND THE SWPPF AND REQUIREMENTS OF THE NYS DEC SPICES GENERAL FERNY FOR
R
FLTER FABRIC, AS IDEATED ON THE BANS AMID DETAILS. STORIWATEK DISCHARGES FROM GONSTRi1GTON ACTIVITY - PERMIT No. GF-02-0L
i. ..
.7896.. oA`' . o. :p 2 THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS 2. THE CONTRACTOR S RESPONSIBLE TO COMPLY W11M1 1ME TERMS
,.� i ° . o. j4 •. .o:'..'.. ••.' . AS DETAILED N 1TK LEGATION OF THE PEIBiAKNT DRIVEWAY CNiRANCG OF THE NYS DEC,FROM CONSTRUE 5FDC5 GENACTIVITY
- FOR FERVIII Mo. -S02-OLTORM AIER DISCHARGES
COPIES Of THE GENERAL FEW
.�'d%A�, .: ." �.M1 .., .•, :0.. . ., •: •:' . ' 3. TEMPORARY STORIIWATCR DETENTION BASINS, TO BE CONSTRUCTED IN THE ARE AVAILABLE BY CALLING DEC GS36> 402-B104
SOIL DACKTLU S ..�Rg. ,.o. . u., . .. EK57NG LOW POINTS OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHALL COLLECT 3. A NOTICE Of INTENT ONOD MUST BE SLBMTTEC TO DEC F100R TO MWTNG WORK.
o ,,. `0. ., . °...-, „ 0': ANY sTORMWATER wRNorr FROM MILL AREAS or IROPoseO ROAD AMID unrtY
r PERSPECTIVE „eQ'. .• ONSTRUCTION. OASNS SHALL ALLOW COLLECTED WATER TO FILTER INTO THE
GROUND
.'�Q6 '•, ;.. ..°.: 'Co..Co EXSTNG SANDY SOL r HCCE55ARY CLEAN SEDMCNT OUT OF BASINS TO 4. THE SWPPP NCUMES INFORMATION ON ALL DRAWINGS SP-1 TO SP-O AND THE
:.. ° 'a . • . MAINTAIN THEIR NFLTRATIVE CAPABILITY
s7oaNWA7ER MANAGEMENT WOO.
5. FROR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE R,
4. CONSTRUCTION OF THE SUOMSION NFRASTIBJGTJRE CAN THEN PROCEED INCLUDING. ENGI CER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY N AN NSPE071014 u -
36• FENCE FOIST. 10' oc MAX GRADING AND PLACEMENT OF FILL INSTALLATION OF ALL UNDERGROUND UTLMS. REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY
DRIVEN IG' HIM INTO GROUND CONSTRUCTION GI'"TNONS INSTALLATION OF STORM DRYWELLS AND STORM SEWERS. AND ROADWAY CONSTRUCTION. INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENUCER SMALL MAKE -
L STOVE 52E - USE NO. 2 STOIC OR RUBBLE WEEKLY 5" INSPECTIONS AMID INSPECTIONS WITHIN24 HOURS OF A STORM EVENT -
OF 03 INCHES OR GREATER AND SMALL PREPARE A REPORT AS REAARED BY THE G'-02-OL '
5. FOLLOWING GOMFT.E710N OF THE STORM DRYWELLS, THE CONTRACTOR SHALL INSTALL
2 LENGTH AS REQUITED BUT NOT' LESS THAN 50'. MAY BALE DAMS AND COVER TINE DRYWELL INLETS TO PREVENT STCBIWATER AND SILTATION x
5LT STOP FABRIC 3. THICKNESS- NOT LESS THAN 6"'. G. THE CONTRACTOR SMALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A SRC LOG �f
ROW EMDCD 6• HIM N BOUND 4. WDTIS 10' MR•WBi BUT NOT LOSS THAT TIME FLU. WIDTH
FROM ENTERING THE DRYWELS UNTIL THE ROW PAVEMENT IS COMPLETE AND ROADSIDE AREAS BOOK MANTANED ON SITE ARID AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. 'i S
HAVE BUN TOPSOLED. SEEDED AND CRASS IS ESTABUSIED. /
AT POINTS WHERE INGRESS OR EGRESS OCCURS.
5. FILTER FABRIC, WILL BE PLACEDI OVER THE ENTIRE AREA PRIOR 5. A7 COMPLETION OF CONSTRUCTION. TIME CONTRACTOR SMALL PERFORM A FIUW.
i, UNDISTURBED GROUNDTO PLACING STONE. G. FOLLOWING COMPLETION ALL PLANING AND THE ESTABLISHMENT Of ALL GRASS INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND
G. SURFACE WATER. MAINTAIN EXISTING SURFACE RVMOFF OF STORMWATER. AREAS, REMOVE ANY COLLECTED SEDIMENT. THTHAT ALL TEMPORARY MENT. REMOVE MAY BALE DAMS AND E SEDIMENT UPON CERTIFICATION OF OGOMPLETION A CONTROLS
OF TERMINATION OIOT 5 �.
(-:.: 7. MANTENANCG THE ENTRANCE SNAl BE MAINTAINED IN A CONDITION WHICH WILL CONTROL fENCN4 REMOVE ANY DEBITS FROM THE PEWETER 0/ THE SITE AND DSP05C FLED WITH NT5 DEC.
PREVENT TRACKING, OR FLOWHIG OF SEDIMENT ONTO PUBLIC RIG MATERIAL INHTS-Of-WAY. OF ALL WASTE MATER A LEGAL MANGER
THIS MAY REQUITE PERIODIC TOP DRESSING WITH ADDITIONAL STOW AS
CONDITIONS DEMAND AND REPAIR AD/OR GLEANING OF ANY MEA5UG5 USED
TO TRAP 5EDf4NT. ALL SEDIMENT SPILLED. DROPPED, WASHED OR DEPOSITED
SEDIMENT CONTROL FENCE ONTO PUBLIC RIG TS-OF-WAY' M15T BE BEHOVED MMCDIATELY. STABILIZATION
S. WASHING, WHEELS SHALL BE MEMO TO REMOVE SEDIMENT PRIOR TO ENTRANCE
NOT TO SCALE ONTO PUBLIC RIGHTS-OF-WAY.'. WHO WASHING 15 REQUIRED. IT SHAD. Be DOME L THE CONTRACTOR SHAD. MATE STABILIZATION MEASURES AS Site +A,F'l
ON AN AREA OF STABI TEED bTOME AND WHICH DRAINS INTO AN APPROVED SEDIMENT SOON AS PRACTICABLE IN PORTIONS Or THE SITE WHERE
TRAPPING DEVICE. FEW= INSPECTION AND NEEDED MANIENANGE SHAM. BE ACTIVITIES HAVE TEMPORARILY OR PEBNAMEN LY CEASED. BUT BUILDING AREA, 16.032 of
PROVIDED AFTER EACH RAN. N NO CASE MORE THAN 14 DAYS.
a SWALE LIMITS OrPAVEI•CMT, 83.138 of L9 ACRES
�HJCTZTION ROAD2 STABILIZATION Of CRASS AREAS INCLUDES MYROSEEDNG USING TOTAL AREA Of DISTURBANCE, 158233 9f 3.6 ACRES
EKMWE TACKFCR ON SLOPES OVER 5Q OR SEEDING AD NSTALING
❑ ❑ NOT TO SCALE A CONTM1011S GONER OF STRAW MILGH WATERED INTO PAGE.
❑ ❑ ❑ ❑ CERTTPICAITON STATIC
MAINTWOWCF5 TO BE SKIVED BY CONTACTOR FWORMNG THE SITE CONSTRUCTION
MAN L SOM04T SHALL BE REMOVED FROM 50ICNT TRAPS WHENEVER THEIR CAPACITY I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO
HAS BEEN REDUCED BY 507- COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE
CONSTRUCTION 5" OVII N WCM SWFPP AS A CONDITION OF
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SMALL BE INSPECTED WTRN 24 AUTHORIZATION TO DISCHARGE STORMWATM I ALSO UNDERSTAND THAT
a SWALE HOURS OF A STORM EVENT AND REARED AD/OR MODIFIED AS REQUIRED TO BE THE OPERATOR MUST COMPLY WITH THE TERMS ARID CONDITIONS OF R
GOOD WORKABLE OOIDTIGL THE MY.S, POLLUTANT DISCHARGE EUIKA71014 SYSTEM (SMES) E e 61 y 7
GENERAL FERMI FOR STORMWATM DISCHARGES FROM CONSTRUCTION �iF E6 e
3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE WIT ON A DALY BASS ACTMTCS AND THAT IT S UNLAWFUL FOR ANY PERSON TO 0615E OR b
TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. CONTRIBUTE TO A VIOLATION Of WATER QUALITY STANDARDS. ill
OVERLAP ENDS l�ACHW STAKES4. ANY STOCKPILES Of FILL TOPSOIL. EXCAVATED MATE IAL SHALL BE COVERED OR NAPE
SAM MAY OR STRAW CONTAINED BY SEDIMENT' CONTROL FENCE TO PREVENT EROSION. TITLE �
FLASHED GRAD[ EE � dl�e e
e
DATE
I Ell 111-i IIIi -Ili- - I
Mill-
SECTION >n o rn o
FLAY BALE DAM - CHANNEL LFe OW G
11i L,_O. 3'-0. 54 A (Q z o
.HEW HYDRANT ASSEMBLY 6 WING TRAVEL LAC
PER OUODWA Y WATER SWALE
WARTl STANDARD AHD- a pa.
STANDARDS 10 STATE FOR WATER RECOMMENDED O ASPHALT ROADWAY q
C4 OF a
Tlrm d,AHc e" -
AKM Hyw FHSM GRAt>E
r RRAAa%uAs EMT. GROUND
nl»0 RIM PAVRHIM
VAL4VALVE40f ..
` To cAsnHc VALVE
12' LIF IN
TS o 95COMPACT �i PROCTOR
z O o
DENSITY a
YA gAB7m A
IOWm i m Sim nuWLs HRR FNL1G WHOM SEASONAL 5 DRI FILTER ►ABRHG W b z o
i WINS RTO G'N.L GATE VANE WROH 9
IId'1 CRgRIDWAIER S6• MITI. COVER
SHALLOWER THIN 7 FT.
M nW ALL SERVICES SHALL K METERED H2O,HOLM SMALL BC TA NON-ItlBNG 87Q1 #2 CRUSHED ST
N � WIfII OIaJ15BIRY WITH A BRASS TAG INDICATING
WATIIR RPARiT[NT STADARDB "WEE'MOLL S PLUGGED" N Gc., m Ga'yo
j-✓+iu O ..
,,• FERFORATED FIE STORM SCWCR .wm NRr IO�eoot"m CUK To Moo• •.:'. . .` ..'
v MRa :oo ;- SEC PROFILE FOR SIZE
AS Mail®
ALL SERVICE CONNECTIONS MUST x NSTAum BY THE 6'
eh - ,` - oCURB STOP WITH BOX OCYD.OMM PIOR TO ACCEPTACE O► THE ROADS.THE ww ' 'LdDATON OF THE CORPORATION STOP.GIRD STOP ADNGT TG CAM BOX NO THE DEPTH GF THE S@NCE LINE SHALLINFILTRATION TRENGFt
HLEAOMRATO YIEABR Rm ARID ARID BIOWMOIV 11iASBLLT FLAIR OF BUDMEOMLG, NOTI:,VANE BOX 19 HOT TO REST ON
M1 ANDNORM PR VALVE OR WE LINE. NOT TO SCALE 11••�� RA.
HORIZONTAL FITINDS Hr-N y
1�16NVyo*stdo 1 p
BEARING AREA (SO. TT.) TYPICAL HYDRANT INSTALLATION VALVE INSTALLATION DETAIL �
NOT TO SCALE NOT To SCALE D� $I Q f� xG,, y 0
PIPE 4V DR SIZETEES, PLUGS, ro% to mt
(INCHES) SMALLER BO' BEND HYAPDRANNTS I'0.� �W�6 NNGr, O
IF Vr
HEAVY DUTY O
A8.ND 3 5.5 ♦ (M OF GRATE V TOROTATION
MAT r C40V .
MOLE. USE ROTATION C GONER IN ADJUST W rn
SMALLER ON 5XK OF ROAD ADJACENT TO WATER MIeH PROVIDE SILT FENCE AROUND CATCH BARN O 0.4
U
/'ENTIRv' VCR TO -A DRYWC,I AS AND FILTER FABRICUNDERR COVER
PIPE LEAKAGE TESTING & DISINFFECTING GRADE AT UNPAVED USE rue awer neon WATER MAIN AS PRACTICAL E
AGAR RCS7MG 71AF HAS PAVEMENT LI PLACED AND GROUNDCOVER
WATER MANS SHALL BE WATER M FO A7 L5 4 HO IDESON -COVER DRYWELL RATED FOR N-20 LOADING FIAg BEEN ESTABLISHED N RO.W. c�//�� E�
Hp7Eg. WOM4GLEAKAGE
SHALL NO NOR A H1HR'1XM RRIOD T 4 WW(A . VGl [-'
LEAKAGE SHALL NOT S%GUSH THE LINTS SET BY AWWIA ORDA HEAVY DUTY MANHOLE FRAME + GRATE
THIS SCHEDULE IS EASED ON L ?SIG WATER MAN SMALL BC GLOM STANDARDS
AND DS AND AW N AEG 51 PRO[[ - MODEL BML50 BY SYRA.CUSC CASTINGS
INTERNAL PRU55URC AND A 5OL TO PNEWRESSURE
PORK STATE DOH STANDARDS AND or Di G;G51 PRIOR - IH�/ G A
BEARING GAPAGTY OP 2000 PST TO PRS55URE TCSTN4 THE TABLST METHOD OF DSIMPEOTION _-
N
OONTANTCD M AWWA-G-G51 MUST NOT BE USED. MAX. 6' STAR T A A G7
C�RQUI2EMEMS OFO�TION 500 OF MORTAR ADJUSTMENT �LPPyy O
ANDIY5 SMALL
STANDARD ISECAA SPECIFICATIONS. } WING, SWALE SACKFUL WITH NATIVE A
AND SHALL GLA55 B.
CONCRETE l-DIODE,ARgNO BASE COURSE SOIL + TOPSOIL
�.� MECHANICAL MACHINETERIAL
W/ i ;:: hl;^�/^C,op-� V1 U D
JOINT GAP -_ EXCAVATE TRONAH WDN CONTACT
ily�''G MMN WDN EQUAL N r-0' UPT8 ADJUSTABLE C�.6p 0 y
'•,.`,•'�`;fr; `x.`v. TO ITC PW8 2D►T. C4•MALL 9GD VANE BOX 00 `-O 00
' TO A5% MODIFIED
FRocroR
VANES
N,. 4 b
concReie -e a u' MARa MA GATE VANE B EONLW¢ATION PPE Y
n TO ADJACENT DRYWELL B- 0 PERFORATED PPE N
TO sE SET LEVEL [I'm
ANT i�OCAT�iONS AtD TRENCHTO UE S x AS SHOWN ON THE ROAD PROFILE.
SBlGi GRANAAR MATERIALABOVE
MOOR DRM MAY 16.2003
CH LNG AREA T ;•�h . MW B 27 TO 75•MOVE PIE. I
��ST� BEARING LBB�^ � � ""�BAC4RP!"6•�. B• CIA. (RECAST LIVE EXCAVATION WITH 1 r�HycamHsu. iVDIOB
AREA acARNC
AREA I `,r, FPe BEDDING G-DENTIN CONCRETE ORTWELL 00rILTER rAB1ac BEroRE
SAND. Gli OR FORT MILER oR i
PLACING STOME 2 NYBDOM RRv. 9/9/Q4
D087ING MW EQUIVALENT L,',y da/NHm 97GNc Mo 1-v2� I STORE FILL SMALL CONFORM TO
BEND DEAD END PRECAST CONCRETE FOOTING w' DI`' L HYSDOT STANDARD SPEC. SECTION
1, AT CONCRETE R WACE AND MATCH
CAMS, 5111ii T NEW TAPING �VEF 703-02 COURSE AGGREGATE TYPE 3
pinl h. 02 s AID RFrucE ro MArcM ca9nC COMPACT N B• LIFTS
TYPICAL THRUST BLOCK DETAILS PIPE EXCAVATION + BACKFILL DETAIL CONNECTION TO EXISTING WATER MAIN DRYWELL DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE SCAM � �
NOT TO SCALE
SURVEY JOB NO. 02392
S - 6
Sheet 6 of 7
121-4-5.1 308.07-1-3 ENCR. DWC, NO. 46175-G - SURVEY DWG. NOD6a'_,_.
i
I
i
# WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD
= e y BEDROOMS FLOW (MIN, CAPACITY MINIMUM LIQUID TRENCH LENGTH
w (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PEROOLATON RATE (MINUTES)
yq (SEE NOTE 3 & 4) 1-5 1 8-7 8-10 11-1s 16-20 V-30
N Uy !-4 2 220 1000 27 92 110 123 138 153 184
o x 2� 3 330 1000 27 138 165 184 207 238 275 2'-0" 4'-0"
Q� 4 440 1250 34 184 220 245 275 315 367
5 550 1500 40 230 275 306 344 393 459 0% MAXIMUM
CROSS SLOPE
6 660 1750 47 275 330 357 413 472 542 OVWLL TO ALLOW DH &'� SITES
GARAGE ��(�7['�'`� FOR SETummT N \11111`1'tll/ll/
NOTES: \\\\\ *C?��/tJO/', j
HOUSE 1. EXPANSION ATIICS, ETC., ARE COUNTED AS BEDROOMS 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE
INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE ;4� K•„ `
NOTES: 2. ASSUMES USE OF CLUE CCNFORMINC PLUMBING DEVICES FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND 12" TO 19"
NTH 1SHOWER8 G.P.F. TOILETS AND 3.0 C.P.M. FAUCETS AND A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REWIRED HEADS. . FILL `�
5 THE ON-SITE WASTEWATER SYSTEMS ARE NOT INTENDED TO ACCOMMODATE EXTREME =ZZ !'. '_(n=
1. TILE FIELD TO BE TOOT OR MORE FROM ANY 3. TANK SIZE REQUIREMENTS FOR MORE THAN 8 GALLONS
BEDROOMS
LAKE„ SWAMP, DITCH OR WATERCOURSE AND 10' SHALL BE CALCULATED BY ADDING 250 GALLONS OF WATER USE FIXTURES SUCH AS JACU221/SPA TUBS AND WATER TREATMENT EQUIPMENT. IF702C4"
SYSTEM
CMACN AND SEVEN SQUARE FEET aF SURFACE AREA THE USE OF A JACUZZI/SPA TUB SHALL BE CONSIDERED EQUAL TO AN ADDITIONAL BEDROOM. UIVALENT. ^T S 4' .`.. '//u��ff
OR MORE FROM ANY WATER LINE UNDER PRESSURE. FOR EACH ADDITIONAL BEDROW. THE DISCHARGE OF WATER TREATMENT EQUIPMENT BACKWASH WATER SHALL NOT BE a� -Q '(;jam
TIGHT JOINT 4" PIPE 10'-O' DtSCMARGED TO THE SEPTIC SYSTEM. 11"t
ON SLOPE OF 1/4" /FT. MIN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION
20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR SEWAGE DISP05AL SY4.'-11 SIZING
TIGHT JOINT 4" PIPE MIN. SCHEDULE 40 PVC WITH CEMENTED JOINTS. J �7h)/ , *L JI\INN
ON SLOPE OF 1/8" /FT. SEPTIC TANK PROVIDE SOLID CONCRETE �i
3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST VBLOCK SPLASH PAD UNDER DISTRIBUTIONBOX IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT INLET Fill OF EACH TRENCH
LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. MAXIMUM SEASONAL HIGH =
'• GROUNDWATER ELEVATION =
ABSORPTION TRENCH 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE
10' MIN. i AWAY FROM SEWERAGE SYSTEM.
50% EXPANSION „f AREA 5. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL 1. SEPTIC SYSTEMS FOR ALL LOTS ARE TO BE CONSTRUCTED AS MODIFIED SOIL INFILTRATOR A55ORPTION TRENCH SECTION
___.. ..... ........._.. . ...,.. .............. ... .............._ .___..... WITH i CONTOUR LINES. N.T.S.
PROPERTY SYSTEMS UNLESS PERCOLATION TESTIS CTWO MINIMUM PER SYSTEMS CONDUCTED j
10' MIN. LINE 6. FOR RAISED ABSORPTION TRENCH SYSTEMS IN THE LOCATION OF THE PROPOSED SEPTIC SYSTEM AND UNDER THE SUPERVISION OF
HORIZONTAL SEPARATION DISTANCES SHALL BE TOF$OL CG" MEN• AND SEED !
MEASURED FROM THE EDGE OF THE FILL A REGISTERED ENGINEER RESULT IN A PERCOLATION RATE OF 1 MINUTE PER NCH OR GREATER. MLCH SEPTIC SYSTEM AND ALL
DISTURBED AREAS HM=1`fLY I
AFTER INSTALLING SYSTEM
SEWAGE D151`05AL LAYOUT 3. A PERCOLATION TEST SHALL BE CONDUCTED ON EACH LOT AFTER THE AMENDED FLASHED GRADE
NOT TO 5CALE SOILS HAVE BEEN PLACED/STABILIZED AND THE DE51GN OF THE ABSORPTION SYSTEM
VERIFIED FOR COMPLIANCE WITH THE "SEWAGE DISPOSAL SYSTEM SIZING" SCHEDULE. 19 -j���• - - _
" MAX
SUBMISSION OF THIS INFORMATION 15 REQUIRED IN CONJUNCTION WITH NYSDOH
CONDITION OF APPROVAL #5 ON DRAWING 5-1. AND MUST OCCUR PRIOR TO 1-I Iml L=11Tm ml 12" MIN,
56 MATCH ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE TOWN OF 0UEEN5BURY. j
NFY"TRATOR CHAN=$wLlii
FINNEMED
Rye #E �
ELECTRICAL t BOTTOM OF THE rA TO FK LEVEL �g ° n
JUNCTION N07E5. BOTTOM OF TRENCH 6ibW� �� rT f
.. � epT• L BOTH ENDS OF INFILTRATOR
CHAMBERS MUST Be
CAPPED WITH END PLATES SECURED TO CHAN'IBEIES
So4i'O`' 3. ALL LATERAIs TO BE or EQUAL LENGm. t p w �y�� I iI j
PUMPOR 3. MAXIMUM TRENCH LENGTH IS GO FEET.BUSHER
$� g ag F
W FOGTOPSOIL (G" nN. SEED AD $ G�7� F@igRe�e
74 ALARM ON 1"1/2' FORCE MAN MULCM SEPTIC SYSTEM AND ALL INFILTRATOR ABSORPTION TRENCH PROFILE
BLOKE TO DRAM
DISTURBED AREAS M•llEMIELY N.T.S.
fUT ON � '� OACCK TO MIT STATION ADSORPTION TRIENG} AFTER INSTALLING SYSTEM
(U3C 2-1/2" FTC IF CSEE TYFlOAL DETAIL)
. . ;o FLOWING
G INTO Sam TA
PUMPS V0. D: ON
OFF'.'.'. .. o
�4_0" 6PAGE FOR FVrt)RC TRENCH p: N
(WyyE - yyo
2' Nlt ENDS IF REOD. CSOZ REPLACEM`NT3 G w w
CONCRETE TO BE NOTES Fla WW
4'-O' L.D.PRECAST CONCRETE TROWEL F1NSNW - - t- - t w
HANDLE WKFI INTEGRAL BA MmOUItY FLOAT EHR11B4T PUMP � j --I? I I f- {
AND FLIT SLAB TOP. SWITCH WITH aTsc nRr - - - I . . . . . f I I f I I DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION x
f
AS N6NUFACTURED BY FORT MILLER r PIRTNG INTO
" CTMF' TRENCHES AND GRAVELLE55 INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM
OR EQUIVALENT BERG TAN) S
a° LADDER RLN/GSJ91
MAY BE (USED FOR 5UB5URFACE DISP05AL SYSTEMS IN THIS SUBDIVISION. v a
i = pp pp
5EWA6E PUMP STATION i i
I i n !i i u it a .n � t� ti�.�1 t, --=i' 24" MI.
NOT TO SCALE EXCAVATE EXISTING SOIL
FROP TO FILL FLACCAKNT _ G?
L PUP TO BE EFFLUENT PIMP RATED AT A MNMU1 OF 20 GPM MAXIMUM SEASONAL HIM LL�y�
AT 15 FEET TOTAL DYNAMIC HEAD. PUP TO BE 1/3 MP GOULDS CRONDWATCR ELEVATION W Tn
MODEL 3BB5WEO3L OR EQUAL. CAREFULLY FiELECTED FILL NIATMAL. WELL GRADED LOAMY SAD.
2. IF PUMPING INTO 5EPTIG TAR, FUMP TO BE RATED FOR RAW SEWAGE. OR WELL GRADEDLOAMY SAD GRAVELS. CONTAINING A Mi4N OF
PIMP TO BE 1/2 MP GOULDS MODEL 389GW505 OR EQUAL - TOE SILTS OR CLAYS, NO ORGANI: DEEMS. AND NO SOLD OBZCT$
3. FLFP CONTROL PACKAGE TO DE SU'PLE:D BY MANUFACTLNOi. LARGER THAN 3" DMftTER. N FLAGE FERGOLATION RATE OF 3 TO 'T,° z
AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT 7 MINUTES. GONPACT FILL N 6" LIFTS WITH LOW GJGROUNDFRESSUE TRENCM BACKFLL SHALL CONTAIN 2,-0,• 4'-O" 2,-O„ W 7 14 b
(RACK NON= DOZM NO SOLIDS LARGER THAN 15% MAXIMUM � Tn
CROSS SLOPE W •yb MD
MODIFIED SOL SYSTEM DETAIL NOT TO ecwte 3 NGF1E5 IN DIAMETER O E R SET EL ALLOW ON SLOPED SITES A
RECON4LND ALL ACCESS FOR USE ON ALL SYSTEMS UNLESS SITE SPECIFIC Z
4• CLEANOUT OPENINGS TESTING SHOWS PERCOLATION RATE 15 1 MNJNCM
APPROXIMATE BE RAISED TO 0' BELOW CONCRETE OR STORE
S(( GRADE rNISH GRADE. BLVJrZDCOVERSMARKER ABOVE AL( OR GREATER - SEE NOTE 9F1 ABOVE BARR" MATERIAIL TO BE
6" - 12" FLL PERMEABLE GEOTEXTILF
TM MRAFl 133N OR EQUAL
�a O 2" MINT 4' PERFORATED
►IXT BAFFLE 12' MAX. COVER OVER D-BOX O LD U s Q o 8" MAX.MIN. LATERAL
USE EXTENSION COLLAR IF NECESSARY 3/4' TO 1 1/2' �i i+
E TE ALL/NSDES WALL IF! DISTRIBUTION 80% 6•_p•• • WASHED CRUSHED STONE 1� Fzy A
BY FORT MILLER OR 24" MN.
3 1" min. EQUAL
-- MAX" SEASONAL HIGH GROUNDWATER - N+R
M. SLOPE } O O O IFPERVIous SOIL OR BEDROCK = hh��ll py ®.
2/4' PER FOOT UQUICI LEVEL
1/e FOOTM SLOPE 5TANDARD PIPE ABSORPTION TRENCH SECTION a c
AW VAI
•1,y ALL f S ET INVERTS O M
O O o �p oo� TO B`. SET AT NOT TO SCALE W
BY FORT SrM TMJ.ER J ,/ GRAVEL ELEVATION. SATE E IaM
OR EQUAL INLET F ourLET t� DISTRIBUTION BOX C,$E OF SPEED LEVELER$
DAPPLES at ENCOURAGED) F�-4 V
�•� •I� NOT TO SCALE T BIYI.). SEED AND cn
SEPTIC TANKS WITH JOINT BELOWOPSOL CG"DISTURBED AREAS IMMEDIATELY
w
THE LAMMED LEVEL MUST BE TESTED
FOR LOCAL TI D PRIOR CE ACCEPTANCE OFFIER BARRIER MATERIAL ~�
MULCH SEPTIC SYSTEM AND ALL
BY 11E LOCAL CODE CN#OECEMENT OFFICER AFTER N$TAJ.NG SYSTEM py y A�� 12 MAX. ��{� : .: I I I:_
;oMINIMUM 2X WV111AXN MUM 4R wOTn �
MINIMUM
OF DISPOSAL FIELDS 2 MIN. °�o°g _SLOPE _ o F-+ ► q
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, q PV 1 V
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. 0 N"4 y4
PROVIDE 3' SAND OR-�O"O�O0 ASTM FF481 76 INSTALLATION OF THERMOPLASTICOF HEALTH INDIVIDUAL PPE AND AND �y y
PEA GRAVEL UNDER TANK 'V 6 CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
SEPTIC TANK 4' PPE VIG'ON 3FV02' LATER. LevEL } BOTTOM
2. OF HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS SLOPE 1/16'-L32' PER F7.
NOT TO SCALE OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN,
3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, NOTES,
SEPTIG TANKS ATHE ND RAKED OD FLOOR OF EACH EVEN TRENCH
SHAOULD D NOEL CLEAANED L END PE OF ALL DISTRIBUTOR PS MUST BE
SMEARED SECTIONS OF TRENCH. RLY.GCD UNLESS INTERCONNECTED'
2 ALL LATERAL$ TO BE OF EQUAL LENGTH.
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE 3. MAXIMUM TRENCH LENGTH 15 GO FEET.
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AND GEOTEXTILE FABRIC SHALL BE AS SHOWN. AND CARE SHALL DNe.MAY A 2D03
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PPE. STANDARD PIPE ABSORPTION TRENCH PROFILE
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR pa'�M'
5. THE PIPE SHOULD BE AID AT THE GRADES AND TO THE NOT TO SCAR'
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ..,- I
ARE UNSUITABLE, CRUSHED STONE SHALL BE PACED AS RELATIONSHIPS SHOWN ON THIS CRANING, MAINTAINING STRAIGHT LI7 ? � _-� � 1 OGTOB9i1D12003
NECESSARY TO ACHIEVE A STABLE FOUNDATION. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAD 2 ER1p iV
O8WM* V/03
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY WITH THE HOLES DOWN IN ALL CASES.
�I py�.L�pq..�srpw�,s 3 NYBDOI Rw. 3/3/04
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. " ` � g Heft LRXp w'by
6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL C' I ®At8 And Signature
4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED PRIOR TO PACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED 't p
5. ALL JOINTS MUSTCTURERS
FOR TANKS WITH BE EISEARI DR LENGTH OF 10 FEET OR MORE. END PLATES IN NSHACE LL BE TH SECURELYATTACHED RERS OATENLETOA D END OF S. EACHTRENCH. (}I.} ItiT•(+ -� 1 I"i I�• O� to FIFSt SI1t
SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PACED UNDER THE END OF THE
INLET PIPE INTO EACH TRENCH.
AS NOTIED
6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL Be�M
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
FROM THE DISPOSAL FIELD. SURV[Y JOB NO. 02392
7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED S
UNDER PAVEMENT.
Sheet 7 of 7