SD 8-2007 $54 10'04`E
rs " MAP REF ENCE: \ \ �F �/ 1.01' �, o
MAP OF A 5URV MADE FOR 425 \ \ \ { p
• RUTH A. G DRIGtt N37ds?h 1 ✓ S',532°55'4 W ti Z
"= r BY, VAN DU5EN 5TEVE5 3 �33� \ \ -1.3.24 O
DATED DECEMB 12. 2001 \\ \
X LAST REVISED 18. 2002 204.96 sC1. \\ J / / IR6 .
a."
r . a 43a\ \\ \ /� S PF to q U
SIT , �'. y N3755.423 ° /32°55'4
(TIE LINE) .��� - i o / 34,Ol
-. .- _I C1p
H - - -
m a LANDS OF ��\ - - - - �
40
LANDS OF
STEPHENSON 445 EDWARD\ \ -__ - ?\ \ _ ' p Li U>
8-S\ + BRITTA SCHADWILL
a m n I'I 1123/101 G77/828 O O O
SITE455
�• m �' `-=_��_� � \� \ -- ' `-...,_ _ - '
4504GO
L 4Gs
LOCATION MAP . .^ - - - / /l/ l jr1 I \
445
1 =400 440 , / - -__ ° J��`J�� - -- - - - -- % ' / / / / ii
I 1 \?�\ \ q Q 1f 0-4 .4430, Ff
LANDS Of
EDWARD + BRITTA 5 ADWILL y
420 684/849
425
w W Qy +
- r
415
420,
//
\ \ \ 0 F-�
ASH--- Q
5 \ a+ a~
\ 410 4 /r / -
\ \ 4
TOTAL AREA \ _ 1 \ \ \ \ \ \ � - - - - -_- - - \\ ilI I 11 5 / / /// / r/ r//// /// // // / / rr r i i "" ~ a
555,222.6 sq. ft. yS2g {II { ylll ` \ // r i i i / - r c m
12.74 acres / 9 \ \ \\ T 4 -
AREA OF SLOPES GREATER THAN 25$ IP
178,250t Sq. ft. E-4 0
2.71t acres
TOTAL DEVELOPABLE AREA /
S83 _ LP/T'�
/ \
436,972.E sq. ft. (hAL / OAO ( / \ �� \\ / / /// r/ // // / / 135,3$§735 ; /f r ! ; l / ( r
- °
2 N
10,43 acres !II' ,.77.75 p --,•. l\ \ ,4tp!, 3, �.��\\,
HATCHED AREA INDICATES AREAS WITH9$-- /� ✓ r / / l J /l /l / ; \ n
& LANDS N/F OF °3 S \\ / / / - / / / /
JAGK051Q /� / x -_...2. 76• 7� l l / / l \
SLOPES GREATER THAN 25%
_ 410 �r Y
LANDS OF O
ROBERT J. + RUTH A. GOODRICH s £ qp 0)
( SEPTEMBER 18. 19% p i g
A415 �
10 � � §§
¢> r 420 / _ / /I wa, t' �' / / / / / a oa' / /� I \\ \\\\ / r / r __ 405a' mea<.
LANDS N/F OF O O 4Y
OGDEN n d `l /// /j'%' /// ( / \ I r/ r / \ \\ f! ' //j✓// //j// /i - - \ �� �7
_ / r
r, l
\ Cy. � \ / \ \ \lam \ ti \ \ _ — - 1 / //^ \ \ III' ` 40
\ I l 1 n 1 / / / i t / / / / / \ \ \\ \\ 11� 11
4 O ' 395
co
425
;Lp��� _ _\ \\ \\ // / 1 1 6� \\ \\ Q APPOVAL CONDIT70N: THIS SUBDIVISION WAS PREPARED
131,210 sq. ft. / / \ \ 1 \ \ o A 1. THAT LOT C BE LABELED WITH A LAND UNDER THE SUPERVISION OF AIT I
3.01 acres \ \\ // / \ \ \ I/ HOOK ON THE SUBDIVISION PLAT. LICENSED LAND SURVEYOR AND I�
r { \\ \\ WAS MADE FROM A FIELD SURVEY
.Y.
OG NO* THIS PLAN IS CONSISTENT WITH T� Z
\ \ \ / / ( - I I I LOT $ r \J I 7HE ZONING ORDINANCE OF THE
f ? \ \\ \ \ \ \l / ( \ 138, il ft. t J// TOWN OF OUEENSBURY. n} tW� y
\ \ \\\ { y 3 7Z acres\ zwv/m F W Y' W B:
- - - - - _ \ \ \ \ ( - - \ _ M/• r- O CARgCL PROPOSED IRON ROD MARKERS TO q 0
N k� BE SET AT EACH LOT CORNER OR Z
r/ CHANGE OF DIREC770M
Cr
LANDS N/f OF ti/[
CHARLES R. + CAROLINE H. BARBER �� 7n
� \ _
O
17. 1995 \ q �.
ra
I ✓ -` -
Nro IV
r ` _ _= `405 MARCH 942 / 1.38
4.
CO
LEGEND k�� 435 / 3s \ \ I I\ \\ i - t� °Lo
- ` - � 259.11-1-59.2 !i5��( y'%
\\ \ \ \\
O PF = IRON PIPE FOUND
OIRF = IRON ROD FOUND440
PLANNING BOARD APPROVAL I
O CIRF = CAPPED ]RON ROD FOUND
O LRS = IRON ROD SET o d
\ Approved Under Authority of
T\ i Date: JULY 19, 2005
- � Scale 1"=50'
= UTILITY POLE 445 / \ u - {/ // / = / / / a Resolution Adopted __ -ZQC 2007 r
\ly\\ - r - \\ \ 415 by the Planning Board of the
\\ - Town of Quee sbury,'New York.
Chairman
.��430x�x`'-x
( _
zi
_X x- �s'd11 r r r /h O11r`` - ---\ - 43 x -x_ x—x—x—x x�x�x�x4 x x._._.x_._x�x�x_x� SHEET 1 OF 4
\ \ 0;,. ,x r- ri ?/ / / f - \ \ \\\\\\\ \\ >�� 5 ri =- �4C �44 SHERWOOD ACRES
DWG. NO. 01OG2 MOD
- - _
2&`9.11-1-59.1+30 / 48-:�-2T.221+2T.1
I
ii
" MAP EFERENCE:
" �.. MAP OF A SURVEY MADE FOR IP 31.07'
" v �" • . RUTIl A- GOODRICH
" b BY: VAN USEN & STEVES N334.33 3 f3 24
"W IRS f R-�-- - 2"
DATED: CEMBER 12, 2001
41 LAST REVI D: JUNE 18, 2002 204.96 sq.-ft. IR
HOUSE UNDER
T AL AREA I So S 6a.F CONSTRUC77ON
ft.
b r N31°31'13"W RS
" - SIT U " „ 12 74 acres 55.42' o, w� N32°55'42'E
m - - (TIE LINE) Q. •& 34.60'
s AREA OF SLOP S GREATER THAN 25% w "
„ 118,l Ot sq. ft. IPF
2, 1t acres LANDS OF \\ �` NEIGHBORING
m m v
STEPHENSON �Nw ¢ \ `3p SSB° WELL
„ y TOTAL DE LOPABLE AREA 1123/101
SITE m' 436,9 .6 sq. ft. � � '• \
m. m - A 10 3 acres \ O
`\ \\
HATCHED AREA lVDICATES AREAS WITH If 31 \ \° \ i Coynty Clerks
" SLOPES EATER THAN 25� P POSED 1250 GAL PRECASTm �� °� \ FApIp2J0iJE03�• `p
IRS CON ETE SEPTIC TANK, MAINTAIN x �iG�� \ Narr�n Vnyal
10' SETBACK FROM HOUSEypO�gA { aunty rlarl;
A � w m 00, SIn0
LOCATION MAP �01 ory °o 0 J� PROPOSED ABSORPTION FIELD, 4 w SOBS P PO
1"=400' ' l IRS goo ate. QO�QQ ANDARD PIPE-IN-STONE TRENCHES ® 1 WELL I \
y, F �1 50 EACH, MAINTAIN 20 MIN SETBACK
\ LJ FROM HOUSE, 100' MIN SETBACK FROM
WELL AND 10' MIN SETBACK FROM * / t ?sso.
PROPERTY LIN IPFo \ / / v s 2@ "cam PROPOSE B60RPTION FIELD, 4 STANDARD
PROP ED 4' PVCISCH-415,1IoUSE PIPE-IN-S ONE TRENCHES @ 50' EACH,
r SeQ°p\ H82 24, ' ° J SE SLOPE 1/4 PER FT MT1dIb�tUM MAINTAIN 0' MIN SETBACK FROM HOUSE,
ZONING SUMMARY 1 a ps' 224.80 _ y 100' MIN TRACK FROM WELL AND 10' MIN
ZONE -ZONING
RURAL RESIDENTIAL 3 ACRE) /e�,o PART OF a0 ftC /rl F r r'I '•�,.r.•""""'""' ` \ / JJ y0 gpG� `�3p SETBACK ROM PROPERTY LINE
( ) °o ti 25 547.58 S IRS .0 5� �RF
MINIMUM LOT SIZE - 3 ACRE �\�� ^ho 0.59 acres ,I'� -- s
FRONT SETBACK - 50' / / WR-3A ZONE N3027.05' �+ �� // // l e\ Rck IPF
SIDE SETBACK - 30' IRS •�
o °a\ ,•� LOT G / p�/�� PROPOSED 1250 GAL PRECAST �
REAR SETBACK - 30' / / 9 •� ti Q CONCRETE SEPTIC TANK, MAINTAIN
MAXIMUM BUILDING HEIGHT - 40' ^ge ;^ .',i 106,622.71 sq. f / o f
°2 � / 10' SETBACK FROM HOUSE f
MINIMUM PERCENT PERMEABLE - 759. I yy0 / �•� PROPOSED 2.45 acres / / PROPOSED 4" PVC SCH 40 HOUSE
IPF 5p_ f ti� / •�s•� CLEARING LIMIT TOTAL AREA f
ZONE - WR-3A (WATERFRONT RESIDENTIAL 3 ACRE) Ns 670 r>' IPF /oc;° // ,i`� 732,375.25 RE ft. SEWER, SLOPE 114" PER FT MINIMUM f
MINIMUM LOT SIZE - 3 ACRE 27a -
SHORELtN£ SETBACK - 75' �6° y6b /�•"�"� _ - - - -- 3.04 acres / f
FRONT SETBACK - 35' t \ ys?s�2 , F1toN7 Sr
~ RR-3A ZONE LOT D f
SIDE SETBACK - 25' F s " 5`0' VA l P. 135,386.35 sq, ft, f
REAR SETBACK - 25' C
`�?ea S• / 3, 11 acres I
IRS r/ \ °/�� ry0hh`O J RR-3A ZONE
MAXIMUM BUILDING HEIGHT - 28' HOUSE, 16' GARAGE `` ---- IRS
MAXIMUM FLOOR AREA RATIO - 227 L=fo6.43. \
MINIMUM PERCENT PERMEABLE - 6590 PROPOSED AB TION FIELD, 4 STANDARD N s°15' 3 72 386 ,W R`138 pp ✓ / fsF q M
PIPE-IN-ST TRENCHES @ 50' EACH, -� - �z K ° 71 83' I ,
MAINTAIN 20' MI S ACK FROM HOUSE, 100' l 0 4 "W gg3°30'10 w
MIN SETBACK FR L AND 10' MIN SETBACK h R 12>.88 °� IPF a
FROM PROPERTY LI ALL ROAD
_AA S 6°z1 pg. --•'- L,
DISTURBANCE SUMMARY -17 75 $ ppp I PROPOSED 8
NDS N/F OF �� x ?? 08' 3 10 E 58,55' tg q �V n? "o. J l� �D PF CLEARING LIMIT N
JACKOSKI a0 11`' x x „_-- L 0. 2' 371. x �4 00 1�EIBACK � Q i a r
LOT A 39,050 SFf
LOT B 25,150 SFt N
T SETBACK
r� ` f M \ \ f LANDS OF M
f
n a S g -� PF \\f ROBERT J• & RUTH A. GOODRICH 43
17
LOT C 43,250 SF.* q, / \ ,� / `V cy I \ SEPTEMBER 18, 1996 m
CO z� I 1006/37
rp 1�OPOSED \F" PVC S - 0 EFFLUENT / °
BEQROpOSFp 425$ ff icxi 289.11-1-31
LOT D 31,250 SF± o� SLOPE 118" MI t UM / °M hOVS f / W
co
PR S D 1250 L ECA`1� f I / // ° POP D 1100 N
t� T M
TOTAL DISTURBANCE 138,700 SF.* 3.18 ACRFSt CONCRE 77C TAN TAIL(�`� / L
10, s CK FR USE\
PROPOSED 4\ SC 40
EWER, SLOPE
LANDS
OF
OGD �O� PROPOSED I j r N� 30�1TbN1 SETBAT tZ'- o
+v/
'6 Al
ty tcQ:�a/
aka
v Q yo�l PROSED o N \\ \\ PROPOSED ! t ` N>4°yes4 g• a
I I WELL h \ \ CLEARING LIMIT f I 1 - 5'W Na a22 111.5a' a2.83' IRS
'W N86058'57"W 3 40`31 W
PROPOSED 4',PVC C 40 HOU4,
PO SEtiYER, SLOPE\1�4' ER T MINIMIM f ` AD
M RO\
/ at o � pp� J PROPOSED 4 \P SCH 40 EFFLUENT f I 1 \ a
/ SEWER, SLOPE " PER T MINIMUM C
/ i R
PROPOSED 50 GAL PRECASTARFA
CRETE SEP TANK, MAINTAIN I I
/ x 10' SETR C ROM HOUSE I
�' I I
w* \ LOT A IQ Q I LOT B
w V1,210 sq, ft. i� yI I Me
IW
\\ \ 3.01 acres rM Mf 738,261 sq. f a _z
PROPOR-3A ZONE ( 3.17 acres o zv y J
SED ABSORPTION FIELD, 4 PROPOSED I i RR-3A ZONE I u ;t Io GgRgGf
TANDARD PiAE-fN-STONE TRENCHES O CLEARING LIMIT m to y w q
50' EACH, MOUNTAIN 20' MIN SETBACK
FROM HOUSE,\100' MIN SETBACK FROM I I I ui a
WELL AN 0' IN SETBACK FROM I I I a z Io
LEGEND: ` PROPERTY LINE I
® IPF = IRON PIPE FOUND i I I I a I ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
N
I I I ENGINEER IS A VIOLATION OF NYS EDUCATION LAW-
O IRF = IRON ROD FOUND
/I METALFRAME 3 I N I I 3
O CIRF = CAPPED IRON ROD FOUND / euinew 3 I i a v
O IRS = IRON ROD SET d ! q w
f I � I I gal I
c'a = UTILITY POLE
I I
2 APPROVAL CONDITIONS 7116108
ISSUED FOR FINAL SUBDIVISION 10115107
O ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 8115107
1 LE f`� I I �o• Revisions Dote
MAP REFERENCE:
FOR COMPLETE SURVEY INFORMATION, SEE LAYOUT & UTILITIES PLAN
-.-..--..--.. "MAP OF A TOPOGRAPHIC SURVEY MADE
'C "ry hr° X 30' REAR SETBACK 30' REAR SETBACK x x x x prepared for:
art 1 f x x— f- x x` FOR SHERORATI O," ACRES CONSTRUCTION SHERWOOD ACRES CONSTRUCTION CORPORATION
�x_---x x._•_-x CORPORATION," DATED DUNE 16, 2005, LAST
x 280,741 ----x—x—x—x- —x x --x x x 780 00' 'x REVISED NOVEMBER 16, 2006 PREPARED BY HALL ROAD
N85°25'30"W `dn D 11 S Town of Queensbury, Warren County,New York
J� �x N85°25'30"W
�- Steves Drown: LWD Checked: GTH Scale: NOTED Date: 8/2/05
LAYOUT PLAN Land Surveyors 169 Haviland Road
SCALE: 1"=50' - 189 3€aviland Rurxd qucensburg New York 12061 ,,,;:,�. Queensbury, NY 12804
(518) 792:yU74 New York F'ic. Nf,. SWj5 "C�- y^. ".o",� {.518) 745 0307 Phz) ,e +_..- �� ,( -..S 4 ,"•s�,
t -
MAP REFERENCE: / \ \ S5 °10'04•E
IP. - 01,
MAP OF A SURVEY MADE FOR EROSION CONTROL IMPLEMENTATION SCHEDULE
RUTH A. GOODRICH 425 \ \
49 BY: VAN DUSEN & SIEVES N31`$1 \ I S S32°55'42'
DATED: DECEMBER 12, 2001 3$ 43` \ /" �3.24'
" LAST REVISED: JUNE 18. 2002 \ I $ / / /
A 204.96 Sq.' .�\\\ 1// / IR s ERA CE IMPLEMENTATION TIME DURATION OF PRACTICE
TOTAL AREA �\ \\�\\ /l/r ,/ , s`vim HOUSE UNDER ENTIRE PROJECT (REMOVE AFTER
r + a 555,222.6 sq. ft. 435\�� / IPF SEDIMENT NTROL FENCE DISTURBANCE FINAL SITE STABILIZATION AND
a. b a u•
G m �• \ \ �. S2 CONSTRUCTION PRIOR TO CLEARING AND SOIL
SIT + m� 12.74 acres N31°31'13•w \\ / / RS VEGETATION ESTABLISHMENT)
56.42' \\ \` / / w N32°5W 42°E�
(TIE LINE) `�����_ o •// 84�60` / STASILJZ D CONSTRUCTION PRIOR TO INITIAL SOIL UNTIL PLACEMENT OF ROAD
v AREA OF SLOPES GREATER THAN 25>a \ v / ENTRANCE DISTURBANCE SUBBASE
R
" --" 718,250t sq. ft. 4 0 ��_ =��. Ply / - -
t\ 2.71t acres LANDS OF �\ -= - - 440 TEM ORARY SEEDING & AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND
NEIGHBORING MULCHING VEGETATION ESTABLISHMENT
STEPHENSON 445'�� =�- x > -
TOTAL DEVELOPABLE AREA 1123/101 � ° ` - S s e WELL HD SHHULD STORMWATER DURING FINAL SITE GRADING
m. �R SITE �• "• r 436,972.E Sq. ft. _ ===_ `\\ J = �? 6 BASINS PERMANENT
10.03 acres _- - - -' - - - -
DRIVEWAY INFILTRATION
450 � - `� ��' \ �\\ s T '' =' - `" _ DURING FINAL SITE GRADING TRENCH PERMANENT
HATCHED AREA INDICATES AREAS WITH / - -__ SEEDING & OTHER
\ / / \\ \ \ \\\ I I 445 VEGETATION T BlL1ZATION AFTER FINAL SITE GRADING PERMANENT
a SLOPES GREATER THAN 25� 455 \\ ,// \\ \\\ \ \ \ i � -S
IRS
a 450
460 445
O� �OI
LOCATION MAP t - - - - -
1"=400' t 445. ,1 - - _ _. xy ? 4�Q 465 � ` - - _. - _. - - - / � \�
F J Coun�y Clerh Off ire
4-0, -`II _ O��JS� - - - - - - - - // \\ \ \ \ l ` , ll 11/ j i + �- Jan 29r2008 i13:30P
EROSION & SEDIMENT CONTROL NOTES = / > ;3 , / j I Fnmetn J. Vogel
- II 470,
1 - - - - - _ krren Count
7. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SH L BE CONSTRUCTED IN <\ ' I 66 �/ / /// / ySF/ ' " / / 1 / I I s 430 Clerk
ALL STORM SWALES AND DITCHES AND AS INDICATED ON THE PLAN. \ - _ - - ' J i i i_ i /j/j \ ! w J ( ( ( 1 1 I /lIPF
2. SEDIMENT TRAPS SHALL CONSIST OF PREFABRICATED DAMS OR CRUSHED STONE PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR
DITCH.3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR CLOGGING, AND ANY FAILURE OR ClGGING SHALL BE 425
IMMEDIAT7=LY CORRECTED. -
4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS POSSIBLE TO PREVENT EROSION, AND EVERY ARE EARTH AREA �a� _= / r / / �1�fJPaSE SEOItv��1'i SHALL BE SEEDED AND MULCHED BY OCTOBER 1st. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL RYEGRA S MAY BE USED FOR / - - - CON7Er7 ``2
TEMPORARY SURFACE STASILIZA710N, IF WEATHER DOES NOT PROM07E TURF GROWTH, HAY MULCH SHOULD BE USED FOR MPORARY SURFACE
STABILIZATION.
\ \\ - ilf�i fi22� �S�.\ \ j/ / /lkU/, 1 -SH-A // / / / / / /415
5. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WH RE LONG SLOPES ARE 420 \ \ \ \ 'L \� - - _ {/ / ([ / / / / '
STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. IPF s \\ PROPOSED SFA y
II�RcSPOSE
6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVE SLOPE EXCEEDS 2% NG °0• �, �S7TiUC170N ENR�A \ ���` `
ALL SWALES AND UNLINED DITCHES SHALL BE SEEPED WI1H REED-CANARY GRASS FOR FOUR(4) FEET EITHER SIDE OF THE WALE OR DITCH 3s' -PJ20P0SEb 11�S\ -- -_ /
CENTERLINE, AT A RATE OF 25 POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW IMME ATELY. �t 22+� DBE\Ct7i\VEt2T y �`� e 1 l 4�S / / / /// / / // , / / / / / /
! �"' sys?° \ \ \ \ + X-tiQ=L�IIi-NONE �R- k I I ; 1 / / 1}./ // ,/ //, / / / i = - i / 410
7. THE CONTRACTOR SMALL COMPLY WITH THE NEW PORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PU USHEp BY THE F� \ \ \ \ _ _ iL JgAMIDNE
EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVA170N SOCIETY. ///
ROPOSED 12 \ = - - - - - - - //
MAINTENANCE / --� RS 1 DPE\CQLV)`R� \ ,! ROPOSE HIGH - - _ - - - - / / / /
`' -•--i �- � / _ N �`'/ / / -3/l ZONE / / /
I I@S ECM-TO FORM' -
\ pe°B \ TENTIONAREA_
1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY HAS BEEN REDUCED 8Y 50% '�.
J 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 HOURS OF A STORM EVENT AND REPAJ ED AND/OR �
S89
MODIFIED AS REQUIRED TO BE GOOD WORKABLE CONDITION. � � ��\ , , ��27�0, � r
3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUC N DEBRIS AND �HqL pp p ! l / lr - \\ i/ / //P ,�A'O POSED T D x / l l J
DISPOSE OF LEGALLY. `a8• s° 1 os• L <PROP SED EDIME\ T R - ¢- \ \ 1 °�2 \ / // 5 SF/ AL BASll1 / l 1 J !1 J A N
C
4. ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FE E TO PREVENT LANDS N/F OF p 17 76 08' 3 "' CON OL F AjCE E/ _ dod / �1 v1� ��"� ////�////5d F STORAGE /I iOp��oS I; PROPOSED q EROSION. JACKOSKI �a / _ _ x �p / 1 \\ // / / / / // / l/ / 4y FO CLEARING LIMIT N
�- - \ Ij0&19S 2' WIDE x' 4' 0!
�1 �\ / itR 85PlS6 16_ 7.3 / / / - - // - \\\�\\ DF/EP ix gOiL-ONG STON / // / l yOCS 1 \S. W.P.P.P REQUIREMENTS , '_ \ \ \ � ' _ - - _ _ _ - " � �
\ PROPOSED SEDIMENT M
\ \\\� 1 \ l / / - - - \ - / //F kF/D INFZRATJZ)N / l ( \ CONTROL FENCE i PROPOSED STABILIZED \ \ 1 / / 'sue / \\ // / / 7RENCly / I ( 1 \ \ a _ _ _ a
1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE CER77F1CA770N ON THIS PAGE CONSTRUCTION ENTRANCE / _ \ 1 m \ - I �o \ \ \\\ / - -
\\ Nm\ _ I I / / \\\\ /i i / / 1 I \\ ,x oey /AND BE FAMILIAR WITH ALL REQUIREMENTS OF THE SWPPP AND REQUIREMENTS OF 7H£ NYS DEC SPDES GENERAL \ I _ - - - \ /
^�.� � LANDS OF o
PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT NO. GP-02-01, PROPOSER 12" + \ �\�\ a6,'s, "'" I ; / / / ///!• � _ '`�� � - - - \ � \ \\\\ / / , - ')/l II \ / r ._ . _ 410
HDPE CULVERT \ \ \ p T j / / / / ! _ b ° ( l J / ( / / ROBERT J. & RUTH A. GOODRICH
2. THE CONTRACTOR 1S RESPONSIBLE TO COMPLY WITH THE TERMS OF THE NYSDEC SPDES GENERAL PERMIT FOR PROPOSED 2' WIPE x / / / \ / / - N �,� � / �/ ` / /, / SEPT& RU 18, 199E ai
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT NO. GP-02-07. COPIES OF THE GENERAL PERMIT // / 5Q' ONQ\ 70AE - - - - - - // /, //PR02O�ED lam' h - - - \ z / , / 1006/37
ARE AVAILABLE BY CALLING DEC (578) 402-8109. -f# �17AT10AP - - - - pR p s HOPE CULVERT °a / / / _ _ 4Y8
3. A NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. // I /- c'--r L TREITCN II ; - -\ \ gFD�pfj O / 'Z 1 P70POSED STA -ZED I �5 \\ r� / / / / \ \ / 289.11-1-31
4. THE SWPPP INCLUDES INFORMA7ON ON ALL DRAWINGS S-2 TO S-3 AND THE STORMWA7ER MANAGEMENT REPORT. / / j _ \ \ - S //gON E�173A CE T�; J / , / \ \ \ \
5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE ENGINEER CONDUCT AN /�� / - / / I \\ \ _ / / / / // O$ED 1 -PEEP x \ / S //// ` ( ` /^ i // // P Of
p' \ (` 415 N ASSESSMENT OF THE SITE AND CERTIFY IN AN 1NSPEC17ON REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT /J - / / \ 1 / // 4 /5F SHALLOW BAST �\ / �/ /' \ ` \ \ I 1 / / / / _ _ _ \ \ _
CONTROLS HAVE BEEN ADEQUATELY INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SHALL PROPOSED 2' WIDE x 4' DEEP
MAKE WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT OF 0.5 INCHES OR GREATER _ - / GPO$ N 2' 4V1DE x 4' DET � / I \ \\\\\ \\\\\ \ ///// / j _ `
AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. 6. THE CONTRACTOR SHALL MAINTAIN A RECORD OF o / / / / • \\\\ /„ , / 405 x 720' LONG STONE FILLED
LANDS N/F OF N / / ,s `PROPO / MENT / / / 5A/L ((VVG STONE FIL / ,\ \\\�\ /, / /l / / - - INFILTRATION TRENCH
ALL INSPECTION REPORTS IN A SITE LOG BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMIT77NG AUTHORITY OGOEN a \ / CONTT2OL FENCE PROP SD JNFI(IT(�i�110+N TRENCH/ �/ - \\ I\�'h\ \\ - , /// / 400
UPON REQUEST \\\\ h25 =\
7. AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT THE / / x 12 O Cp S] E FILL
ROPOSED 2' WIDE' x 4' \ I \ _ PROP 1' DEEP / / / /
SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE i /j v \\ \ I W \ \ - F SHALLOW B, / IAA( 2H
Il EP x 120' LONG STONE ``540 CF STORAGE
BEEN REMOVED. UPON CERTIFICATION OF COMPLETION A NOTICE OF 7ERMINA770N (NOT) SHALL BE FILED WITH NYSDEC. FILLED lNF1L7RATTON J / \ ED \ \ / // / �IPLG !I!M TI I I; aa5 (I ( � ` � _ // /'// ,/ ti 64'� / - 42 83 _ IRS- �\ j
TRENCH !/(• \\\ / L>a N \ \ / 1 I s - N� 5� 5 c/ \ 3'Oc 1,1Y \ \ \\\ 90
CONSTRUCTION SEQUENCING - ' ° ���' ` ` ` �" / - � '/' ` ' ' ' ' ,y �� / •
\_ I jh / ��� ° j \�\\ i � / 1 //� / // � \\ \I` I II r lIl /' `
I. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL THE SEDIMENT CONTROL FENCING AROUND
THE PERIMETER OF THE CONSTRUCTION SITE AT THE EDGE OF EXIS77NG NA77VE VEGETATION AND AS INDICATED ON _ / \ \ \\ \\\\` /
THE PLANS AND DETAILS. 1 + n / - - - / / / \ \ \\ \ \ / / n 395 3 0
2. TEMPORARY SILT BASINS ARE TO BE CONSTRUCTED AS SHOWN ON THE PLANS. THEY SHALL COLLECT STORMWATER / -
RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM �`I 1 \\ \ \\ _ - ` 25 // / / / / \ \ \\ v PROPOSED 12" PROPOSED STABILIZED
VOLUME OF 3,600 CUBIC FEET FOR EACH ACRE OF TRIBUTARY AREA. BASINS SHALL ALLOW COLLECTED WATER TO ryo \\ \ \\ \ \ / ( \ \ // i m \ I \\ HDPE CULVERT CONSTRUCTION ENTRANCE I
FILTER INTO THE EXISTING SANDY SOIL. IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO MAINTAIN THEIR
INFILTRATIVE CAPABILITY +\ 1
3. CONSTRUCTION OF THE BUILDING AND SITE INFRAS7RUC7URE CAN THEN PROCEED.
4. FOLLOWING COMPLETION OF THE STORM DRYWELLS, THE CONTRACTOR SHALL INSTALL SILT BARRIERS UPSTREAM OF _� , I 1 I I \\ \ \ {
THE DRYWELLS AND INSTALL FILTER FABRIC UNDER THE GRATES TO PREVENT STORMWATER AND SILT FROM ENTERING ' ( - -/ ~ LQT \ \ \ \ / / R1j I I 1 1 \ \\ III LOG HO CF
THE DRYWELLS UNPL THE SITEWORK IS COMPLETE AND GRASS IS ESTABLISHED. `$ / , ��\� \ \ / / ' ; LOT B \ \
- - -3.D1--asres�5. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS AREAS, REMOVE ANY + I -RR�A-Z41AfE \ \\ \ \ ` \ \\\\ \\\ 1 3:7.z acres\ ¢ z �J COLLECTED SEDIMENT, REMOVE THE SEDIMENT CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE - - - - - \ o /� L s4ar
425 I - - - - = \\ \ P(2 SE& \ \ \ I - - -+�3A ZONE z /`a 0 ! GARgG
S/7E AND DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. I
STABILIZATION \ \ ` \ N \ \\\ - - \ \\ p P�` 0 7819
\ \ - V) g
LEGEND:
I. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE Q r .-
WHERE AC77VITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS. _ ( -� \\ \ - - a- - / DISTURBANCE SUMMARY
IPF = IRON PIPE FOUND ` - -- _- _ -J ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
I STLLING TTON TI GRASS AREAS INCLUDES MULCH
WATEDINGRED
USING TPLAC ER ON SLOPES OVER 1 1 ST LLE RO AND �yQ - ENGINEER IS C VIOLATION OF NYS EDUCATION LAW.
INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 4:T INSTALL EROSION IRE = IRON ROD FOUND ` - - - '
CONTROL BLANKET - NORTH AMERICAN GREEN S-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS / -' t - \ r 1 - 40S LOT A 39,050 SF.*
CIRF = CAPPED IRON ROD FOUND , I M�++u�rxane °' \\ I/ '
CERTIFICATION STATEMENT IRS = IRON ROD SET 435 NG 43: LOT B 25,150 SF
TO BE SIGNED BY CONTRACTOR PERFORMING THE SITE CONSTRUCTION ct2, = UTILITY POLE
I CERTIFY UNDER PENALTY OF LAW THAT 1 UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND CON01770NS OF ) �• \ \ \ \ / \ \ \ \ ( 1 1 LOT C 43,250 SF_+
THE SWPPP FOR THE CONSTRUCTION SITE IDEN77FIED 1N SUCH SWPPP AS A CONDITION OF AUTHORIZATION TO 440
DISCHARGE STORMWATER. ! ALSO UNDERSTAND THAT THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS / - \ \ - ' �}"-
OF THE N.Y.S. POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (SPDES) GENERAL PERMIT FOR STORMWA7ER DISCHARGES -�\ \
FROM CONSTRUC710N ACTIVITIES AND THAT IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A (1� \
//7�/ / - \ \ \ \ I �' LOT D 31,250 SF-+ 2 APPROVAL CONDITIONS 1/76/08
�t !// � �/ ` ~\ 1I \ � ` \� \\ \ \ -1 ' --/ \ \\\\\\\'moo
VIOLATION OF WATER QUALITY STANDARDS. 445 / � "\ I I j (/� \ / / \ \ \\ 1 ISSUED FOR FINAL SUBDIVISION 10/15/07
NAME ( \ r \xAs / /�/ \ \` / \ TOTAL DISTURBANCE 138,700 SF.* = 3.18 ACRESa` 0 ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 8/75/07
STORMWATER RUNOFF S MMARY \s--\ - -
TITLE x \ \\\ \/ _ _ / \\ \\\\\\ _ j \\� _415 No. Revisions Date
- - _ \\ ;\\ - _ __ = MAP REFERENCE: GRADING STORMWATER & EROSION
SIGNATURE � / -
PREDEVELOPED 50 YEAR 0.12 C /0.097AF _ _ o ' (r� \ �' \- \ -��- \\ \ \ ' __ / _420
FOR COMPLETE SURVEY INFORMATION, SEE
i
DATE 45 Ilt� __ \>\\ \�"- " - - \ "MAP OF A TOPOGRAPHIC SURVEY MADE CONTROL PLAN
Q� (( (((x / _.x FOR SHERWOOD ACRES CONSTRUCTION
DEVELOPED 50 YEAR 0.12 C /0.090 AF _ \I f, i�/ /� �' ` � _ - � _ - - qg0 x'�-x �x--•__x CORPORATION,' DATED JUNE 16, 2005, LAST prepared for:
REVISED NOVEMBER 16, 2006 PREPARED BY: SHERWOOD ACRES CONSTRUCTION CORPORATION
�s411 \\�x� / 5 rusSQ err _ HALL ROAD
�- 43\ ♦ 0.., �x / r ' _ ...- //��i /..i� '�__�_�� \\� \\\\\\\ . £�i�\�i."5��:.��. 'N85°?.51 .'�/� , /ice��Tk� G - =��--•� S
v 8.1x Du Lan Town ofQueensbury, Warren County, New York
GRADING AND DRAINAGE PLAN Stev@S Drawn: LWD Checked: GTH Scale: NOTED Date: 8/2/05
Land Surveyors 169 Haviland Rood
SCALE: 1"=50' 189 Tlaviland Road
Queenehury, D7evr Y�^3c i;"-aes � '4�: ,�'J`sx.. G-Uesnsbury, N,v
7Z2iU4
50' MIN OR AS NEEDED WASTEWATER SYSTEM INSTALLATION NOTES WASTEWATER SYSTEM DESIGN
FOR INDIVIDUAL SITE CONDITIONS EXISTING TREE TO BE PROTECTED
CONSTRUCTION SHALL. BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. 4 BEDROOM RESIDENCE
z DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF WATER SAVING FIXTURES
b THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. (1.6 GAF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
~ DESIGN FLOW - 110 GPD/BEDROOM
w AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF SYSTEM DESIGN FLOW - 440 GPD
Z I EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SEC77ONS OF SEPTIC TANK - 1250 GAL
TRENCH.
LEACH FIELD - STANDARD ABSORPTION TRENCHES
a
N DESIGN PERCOLATION RATE IN NATIVE MATERIAL= 1-5 MIN/IN
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND
APPLICATION RATE= 1.2 GPD/SF
CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN 2' WIDE TRENCH LENGTH REQUIRED 183 LF
2 x 4 PRESSURE TREATED STAKES 4 fT THE STONE AND PIPE.
EXISTING GROUND-16" MIN COURSE F ABOVE GRADE, 3 ft min EMBEDDED. USE 4 TRENCHES AT 50' LONG (200 LF)
2" ST E
4 ft HIGH VINYL THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS
CONSTRUCTION FENCING OR GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE POTABLE WATER SUPPLY TO BE ON-SITE WELL
SNOW FENCE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. MIN. WELL SEPARATION FROM SEPTIC TANK=50'
EXISTING GRADE MIN. WELL SEPARATION FROM LEACH FIELD=100'
6" MIN COURSE OF ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY SITE SOILS DATA
12' MIN 2" STONE FROM THE DISPOSAL FIELD.
GEOTEXTILE FILTER TEST PITS
WORM
WNW I CLOTH DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN
EXISTING GROUND INSTALLED. TP�i - LOT A - 8117105 BY T. HUTCHINS, P.E.
66" DEPTH
SYSTEM IS DESIGNED ON THE BASIS OF INSTALLING WATER SAVING FIXTURES AND 1S NOT DESIGNED 0-6" FOREST LITTER & TOPSOIL County Clerks Iff
STABILIZED CONSTRUCTION ENTRAN " E DETAIL TREE PROTECTION DETAIL TO ACCOMODATE EXTREME WATER USING COMPONENTS SUCH AS JACUZZI-TYPE SPAS OR GARBAGE 6-66" ORANGE-BROWN MEDIUM LOAMY SAND Jan 29,2008 !
NTS NTS GRINDERS. BOULDERS & COBBLES Warren Count C
-T-''�- THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS. ROOTS ENTIRE DEPTH OF PIT
10"-0" I ( P q ROXT�gT NO MOTTLING OR GROUNDWATER OBSERVED
'�---- O.C. MAX. 1 I—I I I 11 I� REXis,1vG
_ -.. GRgDe
36" FENCE POST TP-2 - LOT B - 8117105 BY T HUTCHINS, P,E.
`
DRIVEN MINIMUM 16" _ 72" DEPTH
-III I I I-i I I-I _
INTO GROUND I _ 0-6" TOPSOIL—I I ( III—I 1 1 6-72" ORANGE-BROWN MEDIUM LOAMY SAND
—1 101 I I I=1 I I=1 I I-1 I I—I 11-- 1-5 SOME COBBLES & FEW BOULDERS County Clerks office
SILT STOP EMBED
—) 1' -1 1—I 1 I ( I-1 I (-1 1 1 Jan 24t21108 03:HP
4 RIP-RAPPED SLOPE _ ROOTS ENTIRE DEPTH OF PIT Pamela J. Vogel
IN GROUND 8" MIN. 11 ( I I 1—III-111-i ( (—III—) I I NO MOTTLING OR GROUNDWATER OBSERVED Warren c:ountq Clerk
2' BOTTOM
DITCH WIDTH
-:- 8" 1 f Imo{ 11=1 I hf 1 I�l 11�1 11=1 11=1 11=1 1I-
12' TOTAL ROAD WIDTH `- � 7P-3 - LOT C - 1/30/07 BY T. HUTCHINS, P.E. WITNESSED BY,
1/4" PER FOOT (290)
DAN RYAN, P.E. - TOWN OF QUEENSBURY ENGINEER
_ FOREST LITTER COVERAGE
:V SOIL BAGKFILL I ICI 11-III-III-III--I 1 I-III--III-I I 1-1 11 1 1 - - I I-1 11=III-i I I Tf h
11' -I 11-I I I 111=1 I I=1 _-- _-- - — _-111-11 I-1 I I=I 11-I 1 I 0-4" TOPSOIL
1-III-I 11—III-II FEE I I (-1 I I—I ( [—] I I—I 11 — I—I -1 I I-1 I I—I 11—) 11-1 1 I—I 4-42" MEDIUM BROWN GRAVELLY SAND, FEW BOULDERS
O� _
w PERSPECTIVE I' -1 i 1=111={ I I-1 I I=k I I=1 1=1 I =! 11=1 I =1 hI I I=1 11= I I=! I =1 I 1 f=1 I ICI I = 11=1 I=III=1 I I=1 1=1 I I 42-89" GRAY COARSE SAND, BOULDERS
I DRIVEWAY - 12" GRAVEL (6" BANK
ROOTS TO 65"
RUN GRAVEL, 6" SCREENED GRAVEL) NO SEASONAL HIGH GROUNDWATER EVIDENCE
36" FENCE POST COMPACTED SUBGRADE NO MOTTLING
—� DRIVEWAY DETAIL CUT SLOPE VTP4 - LOT D - 1/30/07 BY T HUTCHINS, P.E. WITNESSED BY.
z NTS
SILT STOP EMBED DAN RYAN, P.E. - TOWN OF QUEENSBURY ENGINEER
a
IN GROUND 8" MIN. WASTEWATER SYSTEM SIZING SCHEDULE WASTEWATER SYSTEM SETBACK SCHEDULE
FLOW FOREST LITTER COVERAGE
z ���,.� UNDISTURBED 2 BEDROOM 3 BEDROOM 4 BEDROOM S BEDROOM PROPERTYi1NE HOUSE DRAINAGE DITCH 0-4" TOPSOIL
GROUND
4-40" LIGHT BROWN LOAMY FINE SAND, FEW BOULDERS
11 SEPTIC TANK SIZING 1000 GAL 1000 GAL 1250 GAL 1500 GAL SEP77C TANK 10' 10' 10' 40-51" LIGHT BROWN FINE SANDY LOAM
p 110 LF - 3 TRENCHES 165 LF - 4 TRENCHES 220 LF - 4 TRENCHES 275 LF - 5 TRENCHES ABSORPTION FIELD 51-60" GRAYISH BROWN LOOSE MEDIUM & COARSE SAND
ABSORPTION TRENCH LENGTH ® 50" EACH ® 50' EACH 0 60' EACH O 60' EACH (TOE OF FILL) 10' 20' 20' 60-84" MEDIUM BROWN SILT LOAM, SLIGHTLY MOIST
SEDIMENT CONTROL FENCE DETAIL
NTS
SUGGESTED: POL?E I YLENE
ROOTS TO 66"
APPROXIMATE EXTENSION TO GRA WITH AM
FINISH GRADE RESISTANT ACCESS COVER NO SEASONAL HIGH GROUNDWATER EVIDENCE
NO MOTTLING
WATERTIGHT COVER PERCOLATION TESTS
SUGGEST : INSTALL ZABEL A1800 FILTER 6' TOTAL PT-1 - LOT A -8117105 BY T HUTCHINS, P.E
12"t SUCH THo i T IT IS READILY REMOVABLE DITCH WIDTH ORANGE-BROWN LOAMY SAND
THROUGH TANK ACCESS COVER SEED AND MULCH 5' MINIMUM COVER 18" MIN
V. PRECAST CONCRETE 2' BOTTOM OF SIDE SLOPES STABILIZED PERCOLATION RATE = 1 MIN, 15 SEC PER INCH
4" PVC SCH 40 DITCH WIDTH
3" DISBRIBUTION BOX
INLET IIHII=W= 1 III--111=III=1 » PTT2 - LOT B -8117105 BY T. HUTCHINS, P.E
LIQUID LEVEL OUTLET 11=II!-111=!I 1 , 111E11i=i11=III POWER ''� £
MIN, SLOPE III=lfl=III=III=1 III=III-III-III=i „" { ORANGE-BROWN LOAMY SAND
1/4" PER F00T 4" PVC SCH 40 E LUENT SEWER, ® II=III=IllE:w=_l(=1 -" r�III=I 1—III—III—I I II -_ .. {
1 _ --- S; FINISHED GRADE STABILIZED PERCOLATION RATE = 3 MINUTES PER INCH
1/8" PER FOOT IN SLOPE 2' DITCH II!-III=11!=III-II!= IIf-II'I-III=11,=lIF9
16» BAFFLE DEPTH I El 11=!1 l=I I I=l l l.--I I I=_ 'III-I I I-I I I=I I I=I I I=i I I' �+r -TO HOUSE " >'
18"MIN. III-III=({I=1 I(=1 I I=!!!= 111=1 I I=N I=III=1 I l-III=1 t
I =1 I I=111=1 I I= =1 I I={i t--! - I I-!I I-III=f I=1 I f-i I I-II I (10' MIN PI TLESS ADAPTER
WATERTIGHT ALL OUTLET INVERTS TO BE SET I r ) PT-3 - LOT C -1/30/07 8Y T. HUTCHINS, P.E.
111EIIf=III=11I;III_Ilf-III T=!11=111=111=111-III-111=1
SLEEVE AND SEAL AT EXACTLY THE SAME ELEVATION; III-II!- =Ili-!II=iIrIII-III= III-III=III-1;l-III=1ii=III=III STABILIZED PERCOLATION RATE: 2 MINUTES PER INCH
USE SPEED LEVELERS -I I1=I I fJ I I=1 I I=11I I I=11 I-III=I 0 - III- I I=! 1=I I1=111=1 IHill_i I I-I I
(�-) w ? Q I!{=III_III=III-II{=111 I11 111=111- , It1=111i III-III-III=III=�111=LI=III A 2" ANNULUS OF NEAT CEMENT OR
ra 4" PVC SCH-40 SOLID HEADER -!- - - - - _ -' - - i- -L_-_ -I i l=1!!_!I!=i(I=i i lI-1 11=!I f=I!1=1 11=1
Qo° TO PERFORATED TRENCH PIPING 1f1=111=1 =�=L=11M-Iil-!II-ILI-III=jIj=1iI-III= 11=11 111Ef11-111E =jll-=llHiI-III-III=11!-jll_ BENTOIWITE GROUT IS REQUIRED. SEAL CASING T P7-4 - t07 D -1/30/07 BY T. HUTCHINS, P.E.
o _.,1 I_I I-!I-III=1 f 1=11(=III=I 11-III-I 11 I i l=1 I I-1 l 111E 1 III-II I=III=1 I I=1I!I!-=1 I1=1I1=I I1=1 I I-I1 REFER TO CITED PUBLICATION FOR G O BEDROCK
12ET GAL PRECAST-I'
1/8" PER FOOT MIN SLOPE III=IIf-IIIj=IIh!II-III=III=III=I I=III=III=III=(I!�II =1f I -Ili=Ill=IIf=III=III=IIL-III=1 J{1=III=1il- STABILIZED PERCOLATION RATE: 2 MIN, 20 SEC P H
CONCRETE SEPTIC TANK � -f i 1=11=I I j= I I-{i j-I 1-11(-jil-lit=l I I-I�-I I(�I I I I=1 -Ij�=III=III=11 j=1�=1 i l=III-i i f=)11=1�-1 i MINIMUM REQUIRED DEPTH OF GROUT
I I I�11=III it l i=III=1!!�(I 1=1 I1=1 i 1=1I1=1 i 1=1I1=1 I i=1 I I _III I I I_I I1=1I I-!11=!14=i l 1=i I I_-1 11=1I f=11 i-1 i I_ �p'L'EOf�W
MINIMUM 2X WIDTH 12" MIN. 6-8" RIP-RAP .
MAXIMUM 4X WIDTH
FILTER FABRIC MIRAFI
140N OR EQUAL. WATER SUPPLY WELLS SHALL BE
RIP-RAP LINED DITCH DETAIL CONSTRUCTED ACCORDANCE WITH
THE STANDARDS OF NYCRR 5-8 6781
SEPTIC TANK NOTES NTs
TITLED "RURAL WATER SUPPLY SUBMERSIBLE PUMP -,-1
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPAR7MENT OF HEALTH '
AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALEN I ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL
CONDTIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIHE A
STABLE BASE
3. SEP77C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR 3" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD;H-20 WHEEL LOADING. 3" MIN TOPSOIL OVER THE ENTIRE ABSORPTION SEED & ESTABLISH TURF OVERFILL TO
4, ALL JOINTS MUST BE SEALED.
WELL DETAIL
FIELD; SEED AND ESTABLISH TURF ALLOW FOR
BACKF&L FREE OF
FILTER FABRIC SETTLEMENT NTS
SEP77C TANK DETAIL MIRAFI 140N OR EQUIVALENT STONES OVER 3'
NTS 2 APPROVAL CONDITIONS
Hall 1116108
II�If-11f�I -II1-:EiIf II- 1
12"MAX. �II�II�II�I� ISSUED FOR FINAL SUBDIVISION 10115107
0 ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 8115107
FILTER FABRIC
2" MIN. -�Qo� SLOPE o�o 0 6" MIN. MIRAFI 140N UAL N o• Revisions
V o o OR EQUAL 2' TRENCH WIDTH o MAP REFERENCE:
Date
oo� � DETAIL SHEET
FOR COMPLETE SURVEY INFORMATION, SEE
2" MIN. o "MAP OF A TOPOGRAPHIC SURVEY MADE prepared for:
oS z_' FOR SHERWOOD ACRES CONSTRUCTION SHERWOOD ACRES CONSTRUCTION CORPORATION
6" SO 4" PERFORATED PVC LATERAL, • 41 CORPORATION," DATED JUNE 16, 2005, LAST
00 SLOPE 1/16" - 1/32" PER FT. 6" o�0DOo aQO�D� REVISED NOVEMBER 16, 2046 PREPARED BY: HALL ROAD
END CAP — N 9,n- D u S e� Town of Queensbury, Warren County,New York
-3/4" TO 1-1/2" Stev4es Drown: LWD Checked: GTH Scale: NOTED Dote: 8/2/05
3/4" TO 1 1/ " CRUSHED STONE
CRUSHED STOIJ Land SLirv6 ors 169 Havilond Road
ABSORPTION TRENCH PROFILE ABSORPTION TRENCH SECTION y
1aa Havllsra P.o¢a � n Queensbur NY 12$04
Queenubixry, Hex Yarn: S,.ftOi .w�:>,svr, ,r • Y' �� +� 1 G+
NTS NITS (518) 92-847�4 Ncr York 1.fc, .No. 5013: (57:;) / t'-0307 Phone ��•
pp qq TO
7V
14I
�� III