2009-386 ' I
i
n�
v
CIRF
DEED REFERENCE: I r MAP REFERENCES
DAVID PETERS, et. al. �, O
TO MAP OF LANDS TO BE CONVEYED TO
' _;' n WILLIAM GAZELEY, Jr.
BENJAMIN P. CAMPBELL
`� e��P'�.�4 y s� - BY: JOHN B. VAN DUSEN
ANNE S. CAMPBELL „ P DATED: AUGUST 30, 1959
DATED:AUGUST 15, 2003 LANDS N/F OF
BOOK 1343 PAGE 80 �PfP CIRF
�A;
cFN�3 0, JOHN MASON r 7:
e 1420/68 t, +� MAP OF A SURVEY MADE FOR
NY- h�\ aQtiD c� BY: VANROLYN DUSENS&TSTEVES
- � >,�� �RF&"Fys ;.,. DATED: JANUARY 26, 1990
CIRF
O \ Fr MAP OF LANDS PROPOSED TO
BE CONVEYED BY CIS
��' DAVID PETERS, GARY PETERS,
Ss�a r STEVE PETERS AND JEFFREY PETERS
TO LEE J. & CAROL J. PIKE
BY: DONALD L. PIDGEON, Jr.
•S9, AF �� _,_� _�__• DATED: JUNE 29, 2002
LANDS N/F F MAP OF A SURVEY MADE FOR
�� - EAMONN P. HOBBS
EAMONN P OB S 9y.
DATED: MAY 25, 2006 w
2971 272 _ LAST REVISED: JUNE 21, 2006 °
a BY: VAN DUSEN & STEVES
E
Al
c; V
o� oIPF
o IRS
DECk
o
n7 /
PA,
AREA PF
339�6
ce 23,545 Sq� ft. WOOD
SrOR
F LEGEND:
�F=32937 0.54 a res OOD Y
HOu RAMP O IPF= IRON PIPE FOUND
Sf j O CIRF= CAPPED IRON ROD FOUND
) Fp,33,9 �35 O RRSF=RAILROAD SPIKE FOUND
prRRSF` — �B j J O IRS= IRON ROD SET/TO BE SET w
�r IJNDERGROU'JD =UTILITY POLE '
O PROPANE TANf
PAINT MARK
/ oRr �� ' =LAMPPOST ;
RR,�
I
ON CONCRETE PAD 3��'' �
` N
O N
CIRF-----
�0 LANDS N/F OF
�--�� • �, WILLIAM A. WETHERBEE
1 / i 986/48
/ � I
3 0�59
DILL . IRS
4X
MM(�
J,
l?0AD
�_. DATUM: NGVD 1929
340 AS PER LAKE ELEVATION
---------------------------------- ------------------------------------------------------------------------------------------------------------------------------------
CONTOUR INTERVAL = 1 FOOT
;i-bs 99ZCbEEL :eaje waded
1i-bs ZZS6'8S6 :ease ;uTad
1
1d'bs 6Z0VL859 :ease uea$ „5.0 :6uTaed$ 2® ®OL :anien i
M :sgof fid93 ON :PazTMTldo 200L :aiea$
0 :sgoC ;uTad butlsaN sah :q;6ual olntl
OSOL :sgoC ueaS ..5'0 :deTjano sah :U1p?A olntl
Datei October 31, 0
1e101 :1unozoatl ielol A'@S :U16ual ..0'9L :146Tap
11 bs 99ZL'6EE4 :ease waded .A"69 :41PTA ..6'5Z :113P?A TT SCale 1'-20'
1i-6s ZZS6'856 ::eae ;uTad am :d / fi ani9 olntl :azTs ;nd;np
;i bs 6Z04'LE59 :ease uea$ 6uTTaued / 6uST?1 sah :woua1 o;np --{{
E4L :sgoC fido� TerjON :4nofie, sah :y1p A WWI, '� 1 �UNAU7N'}".IZEO ALTEFAT�GN OP.A.�?I'ICN TO A 5.JQ�E. Map of a Survey made for
\`I MAP OEARItiG A LICENSED LAX $UR'hY RS SEAL Is A
0 :sgoC 4uTjd ON :6UTuaajasag ..6'5L :1y6TaN NEWIAOL YIOR of STATE
EDUCATION
ATIO sue-arse z,o< HE
®SOL :sgOC Ile]$ ON :fiej9 a7ue O NEW YDRC STATE EDUCATION' G44
U 3 ..6"SZ :41P?A 'ONLY coos FROM THE OF.^tt.>t cF rH!S s,nvEr
Teloj :lunoa�y sah :TeuT6Zap jaluijd >luI olntl :azTs 1ndul MARKED wTH AN ORI INAL OF THE LAN^$uR{Y
olntl :iioa ?dp age :I Id 1u?jd 0 :jnT8egS eves SEAL RErIC T- S Ir DI EREG TO 6E NAYi TR E C�_s B E N JAM I N CAMPBELL
0004 :aT?iojd ei[ . age :IdO ae3S iiD :Uddjey$ AL SHFICATONS INDICATED HEREON-A) TR THAI
.A"M$ :U1P'P a?PaN ieYjON :fit?ienp luiad SSZ :lanai a;?y0 T'I suR-'.fY WAS PREPARED IN ACCCP.C-MCE wTN
Z'0 :44 TU TerjON :fi1TTenp ue3$ 0 :lanai ItaeTo By THE CODE OF SATE A FOR LAND O R RUES AhAtlE:
Land s L1 Y'V e y o r S LA THE NEW YORCHS STATE C RTIFIC TION S -R-LA
SHEET 1 OF
..Z-0 Mal iEwjoN :fitTienO 0 :ani8 LANC 5':I:v'=YCRS SAID CERTIFICATIONS SSA_:Rt;N CALM
„Z'® :NO110p ON :Aapjoq jaded 1uTJd 0 :uaa A;J TO THE PLRSON FOR NNOM THE S::RVEY IS P3EPARED.A%D
Z ® :aol ON :eajp ujdun asp ® :paw ON 1,C a 10 TO C THE TITLE CCNPL:ST GOJERNN,AND Town of Queensbury, Warren County, New York 4/02/09 ADD TOPOGRAPHY CAMPBELL
eajtl aTgelu?jdun .A'0 :146Ta 0 :uOTJejnle$ AGENCY AVD,ENL'.N IRsrI TUi U11 USTG fREON, AND p
Ogtl sd00LLl 1apu6Tsaa da :aTliojd jalu?jd A 0 ale, 0 :ssaulg6?, 169 Haviland Road Queensbury, New York 12804 C HE A59GNEE5 OF THE LENDMG INST U ON DWG- NO. 08145
eo, uT44 sd00LL1 1a[u6?sap dN .A•o :•o1�oa anTldepU :pog4aN N0. DATE DESCRIPTION
Tun :jan2jp swopuTay A'0 :dol 4uijdanlg :Teut6tjo o adfi
ea$ sd@@"l fq da :ja;uTad suT6jeN Me :no/jOTO3 (518) 792-8474 New York Lic. No. 50135
--------------------------------------------------------------- 317
-------------------------------------------------------------------------------------------------------- ------
227-17-1-8 C 2
4a$ :qe1 4nd4no :qe1 Una
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-is?, jalarejed
STORMWATER DESIGN CRITERIA
EXISTING LAKE WATER
\ LANDS N/F OF SUPPLY LINE TO REMAIN i NET INCREASE IN IMPERVIOUS AREA 531 SF - -
-JOHN MASON j;_ AS RESIDENCE WATER
i4i20 68 SOURCELA1fEGEQRGE _
f i - GAL/SF _
PROPOSED SEDIMENT SIZING CRITERIA MINOR PROJECT 15 -
` ' -
<2 \ "3= CONTROL FENCE RETENTION VOLUME REQUIRED -
\ i , Q 797 GAL - J07 CF -
�4 CIRF ! '�
PROPOSED RAIN GARDEN j
`V, , ;" I RIM AREA: ±320 SF
~ '` ;'
\ • RAIN GARDEN VOLUME PROVIDED 235 CF - =
BASE AREA: f 150 SF \
VOLUME 235 CF f' TOTAL RETENTION VOLUME PROVIDED 235 CF
c+� ►�
BASE EL f 333
CIF '�Ro SHGWT EL: 1330.75 - *SEE SHEET S-2 FOR DETAILED SITE DEVELOPMENT AREAS o00 0°�
O i
MAINTAIN 2 MIN. TO SHGWT
-- AREA f'
- PROPOSED O
OF
23,545 sq. f r4a LEADER TO RAN GARDEN
ZONING REGULATIONS FAR CALCULATION:0.54 acres ZONE: WR - WATERFRONT RESIDENTIAL
LIMIT OF DISTURBANCE: _ BASEMENT 832 SF
14,500 SF SIDE SETBACK 25 FIRST FLOOR: 1,814 SF
\ i ,.,. ,' '
,' �' FRONT SETBACK = 30' SECOND FLOOR: 1,843 SF
LANDS N' F F �' '"i" _ a
REAR SETBACK = 30
EAMQi�T �� OB S 5��� -' �% EXISTING RESIDENCE, PROPOSED TOTAL FLOOR AREA: 4 489 SF LAKE GEI7RGE
�T DECKS, PATIOS, ETC. SHORELINE SETBACK = 50' T -
- -` i OTAL LOT AREA: 23,545 SF
2r97 272 ti� ♦ �� ._... ... TO BE DEMOLISHED - _
__ _._
PERMEABILITY = >75.�
- PROPOSED TOTAL FAR: 0.19
��� '�� ,. ': -_ -_ � � � � � -_ BUILDING HEIGHT = <28' -
10
f -
FAR - 0 22
40 IPF
F._.SF \ ♦,, IRS SITE SOILS DATA
All
TEST PITS Ep5
/ �' ,. r r l f ' • PROPOSED ROOF GUTTER TP-1 - 08/19/09 BY T. HUTCHINS, P.E. -
4t
WITH DOWNSPOUT
(WITNESSED BY VISION ENGINEERING) SITE LOCATION
SA PROPOSED 0-3"p- TOPSOIL LOCATION MAP
WALKWAY 3-16 - MEDIUM BROWN SILTY LOAM 1" = 1000'
RSF `� / �j�� �/� ,/// �. �' �` >8 ; j 335 16-30» - DARK BROWN SILTY LOAM
IJNbE2GrtoUND / / ,� �' p {' ' ' ` 30"+ - LOOSE SHALE ROCK
PROPANE TANK G� ''
PAINT MASK »
ON CONGREVPAD , //' �`'R '�,,% /�' MOTTLING AT 27
ROOTS TO 30" EROSION & SEDIMENT CONTROL NOTES
y
t � _ ♦i�! \\ ��,/ // - ..:" PRESUMED SHGWT AT 27"
1. BEFORE ANY CLEARING OR GRUBBING OF THE S/TE IS INITIATED, AND
♦', .\ - /
0� �� �' ; PERCOLATION TEST DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE
11
/
,�' /�%•% .� • / � a�/ � '� SA a f .: NDS N/F OF PT-1.. — 08/19/09 BY T. HUTCHINS, P.E. CONSTRUCTED AS SHOWN ON THE PLAN.
n STABILIZED PERCOLATION RATE:
+► - �`V iLLIAM A. �YETHERBEE _ 2. DURING INITIAL CLEARING AND GRADING CONSTRUCT SEDIMENT TRAPS
<<`= ♦ 09 MIN PER INCH
%% 986/48 AND SWALES AS SHOWN ON PLAN,• SEED AND MULCH TO PROVIDE
PROPOSED
'4 _::;::..w_.: ;_;>:::.:.:v _ >`;:':.::.. STABILIZATION.
CONSTRUCTION FENCE N�3 0 2 -
,/ - TOWN OF QUEENSBURY REQUIREMENTS
9 :r;; ;;:_.-yt-::.:- : t:°s:::_.. c ',,' 3 FEET OF VER77CAL SEPARA77ON TO SEASONAL
EXISTING TREES TO BE .. ,a
;..:: . ::.;::::... :::.:::.:::::... 3. AFTER EVERY STORM•- SEDIMENT CONTROL FENCE SHALL BE INSPECTED
_ . :• PR01EC7E0 S � .:-�s.-v:t,•;:-:.:;-:.:.-_:;:::�.:;:,,:.:,:;: ._. „-;. :.;;: - HIGH. GROUNDWATER FOR INSTALLATIONS (THIN
i -
FOR FAILURES OR SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE
. 1000 FEET OF LAKE GEORGE
IMMEDIATELY CORRECTED.
PROPOSED 10'x20' TURN
AROUND/PARKING
4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON
RILL
AS IS POSSIBLE TO PREVENT EROSION AND EVERY BARE EARTH AREA
. _..,.;; EXISTING DRIVEWAY TO BESHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL. TEMPORARY
rl IRS ` RECONFIGURED AS SHOWN RAPID GROWTH COVER CROPS SUCH AS ANNUAL RYEGRASS MAY BE USED
as noted.
silt foo t0{�installed ` �t ' FOR TEMPORARY SURFACE STABILIZATION.
Instlsltew must be COMOeted&msp ��, t .r
}
to beginning demolition. "'
qjtl ..R ,
5. DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED SEDIMENT,
O - EXCAVATE SWALES AND BA TO
please contact this oitice schedule an ]� -� 1 RAP CHECK DAMS AND $!N
Site to any demolition. 1! - FINAL GRADES PER GRADING PLAN.
;, ctlon of the 340 6. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR
i URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE
STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY.
SITE PLAN Silt fence to be installed as noted. Z IF SLOPE COMPAC77ON IS TO BE PERFORMED BY TRACKED EQUIPMENT,
1" = 20'
Installation must be completed&inspect RESULTING TRACK MOVEMENT SHALL BE PERPENDICULAR TO THE
zk to beginning demolition. CONTOURS.
Please contact this office to schedule an MAINTENANCE
» insn of the site
10-D _ �_ any demolition. i. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR
T
O.C. MAX. 3".}�S»_ -. _.: ._. ;_.. _._- __ --.-:_ -_: �- __.: ___. _�. _�. ..__ -= CAPACITY HAS BEEN REDUCED BY 50%
0�°� _ o� _
36" FENCE POST 12" MIN 0 0 0 O 0 0 0 p 0 0 0 » 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED
DRIVEN MINIMUM 16" 0 0 0 000 0 1 1/2 TOP COURSE ASPHALT
o Q O WITHIN 24 HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED
INTO GROUND - 2 BINDER COURSE ASPHALT
AS REQUIRED TO BE IN GOOD WORKABLE CONDITION.
II - III I1.-=
III II �IL.__ I11 III III- Ili-III ill iil—,Il_I=
--- :---I 1-_ GRANULAR SUBBASE COURSE 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A
NYSDOT SECTION 304 TYPE 2 OR 4 DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE
SUBGRADE COMPACTED TO
SILT STOP EMBED COMPACTED TO 95� STD. PROCTOR
IN GROUND 8" MIN. 90% STANDARD PROCTOR NATIVE, NON-INVASIVE PLANTING SPECIES 2" FINE SHREDDED BARK MULCH OF LEGALLY.
BY LANDSCAPING CONTRACTOR
� • •r `�`• �•••`••` �� . ASPHALT PAVEMENT DETAIL ,2"+/- DEEP DEPRESSION
RIM AREA - 320 SF 4. ANY STOCKPILES OF FILL TOPSOIL OR EXCAVATED MA7ER!
j. ,r �` `' -• '':�� `` ooWCU COVERED OR CONTAINED '
414
NTS
BASE AREA 150 SF NED BY SEDIMENT CONTROL FENCE ��
VOLUME - 235 CF
r ,• .a..�� -11 i-=i l I-:!I I:- 111:-_I=- 1- -- - -- -au
-- -- 'i-1 I EROSION.
- ill !'► I='II `-i 1- MAY 20 2011
SOIL BACKFILL EXISTING TREE TO BE PROTECTED i TAXMAP NO. TOWN OF Q; EEIBUIY
I I I I I:__I.:! -I_� Ili.:- !I, _.III ,_ -- -_..; _ -, - - -1 --i 11- 1 I f-=III _ E I I!- ;I I i-1 I PLANNING FF -
`.! — ,:_.Iw
-- --
I.-.
1 I_-. 227.17 1 8
!I__I=-1I!_-_►I-_,! ;�!I - !�!—I3a- _l _=_Ii1`=1I� _►I _ I1 :_I I {II I,_-_; _ I i►� -1Ih_ li- l
. == ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PRO FESSIONAL
=l E ENGINEER IS A VIOLATION OF NYS EDUCATION LAW._6C MIN
ORGANI SUBG 36" FENCE POST l-=11 l-111_.. III !1.
i..; �! -''_I -!.i�Tl! i;.�.�t _'_.PRESUMED SEASONAL -l-
_ I —
i ,
_ GROUNDWATER
ZE
'Ii'^!!! !II_:.I!{= i!(w!I1= I- ! I -!I!_�!(!- !I! iI!_ I L._-_1I!f3 !) � HIGHi- ''
oSIL T STOP EMBED
N IN GROUND 8" MIN. RAIN GARDEN DETAIL 1 PER TOWN COMMENTS 05/19/11
W_y
FLO 2 x 4 PRESSURE TREATED STAKES 4 FT
ABOVE GRADE, 3 FT MIN. EMBEDDED. If fillNTS
0 PRELIMINARY ISSUE 03/02/11
• Z \���/ �\,�\ UNDISTURBED If fill
GROUND 4 FT HIGH VINYL CONSTRUC77ON No. Revisions Date
Sk
FENCING OR SNOW FENCE
EXISTING GRADE OVERALL SITE PLAN
NT CONTROL FENCE DETAIL prepared for
SEDIMENT Benjamin Campbell
"TS MAP REFERENCE 28"'"man Road
CONSTRUCTION FENCE DETAIL Town of Queensbury, Warren County, NY
BASE INFORMATION FROM "MAP OF A SURVEY
NTS MADE FOR BENJAMIN CAMPBELL" PREPARED BY Drawn: CCW Checked: GTH Scale: NOTED Date: 06/10/2010
VAN DUSEN & STEVES LAND SURVEYORS, 169 Haviland Road
QUEENSBURY, NY 12804. DATED: OCTOBER 31, Queensbury, NY 12804 29372-01-S 1
2008, LAST UPDATED: JUNE 10, 2010. Hutchins En ineerin (518) 745-0307 Phone
g g 518 745-0308 Fax
PARCEL AREA: 23,545 SF
..33
HOUSE: 1,294 SF
DECK: 339 SF
/ ` ! PATIO: 85 SF
5 IMPERVIOUS AREA: 3,220 SF (147.)
_. • { > CAR—PORT- 190 SF
SITE DEVELOPMENT DATA
DRIVEWAY.• 1,215 SF TOTAL LOT AREA f0.54 ACRES a t23,545 SF
SHED: 97 SF EXIS77NG PROPOSED CHANGE IN
,
IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS
HOUSE 1,294 SF 2,751 SF +1,457 SF
DRIVE/CARPORT 1,405 SF 832 SF —573 SF
EXISTING IMPERVIOUS AREAS
SHED 97 SF 0 —97
PATIO 85 SF 0 85 SF
o / / � i• �3:�:�:��.k:{.>atisr:?.k..,.,my,-::r:::.r:..=yri.:. ;•
ear.`�T:•Via;::Y[:Y-::tia:.;...:s'x :;;:ug_;Yi�i"Yia
ria::ilr e.
/
!
: w DECK 339 SF 0 —339 SF
r
• v?;•+?::!:}:ix;isi%Yini<v.}?.ri;mS.:v'a,'.�i_i�.i��:i/ec;� _
/ ......._._ e: ,rwrnnr.nna:s:a:cw::s:.rn::.rv.:m•:
• - I
, :rvr>.'h'i::i:::::•f:>:r.:y?u:G�::fi'•=iix:•nafi•rFiims!:r::f!)):i_r.9:!__..:.ri;::_:•:.;:::u,}-..is3snr,_:i?3v.::in:!:' k
� •, \ / - � -'r .f_....;._.r;.,..:; _ WALKWAY 0 168 SF +168 SF
n,..:......... ........::..
.... :::r:.:.rns: :::,-;t;,,'::u• ':' r
-, , ......,::.;,.xl•,:f�.':f.---- •.•_•___-...._.v:.:_::::a.Inmcu:•aEfa::a,3;'::•xf.Fif::•.r:.
I � ,
:::::>;:;::.:r,::.::::rr.:.-i;ii•a,�;,.,. .:-..:._:.::.•-,n:...........: ,.:,.�::wi-i,<nr::n::_:..:::
-' / -:;.`:@:;ai'P:eSe>i'Ef`-:cr.:ls:a,:.rzf:r::::::xv:.x::• -_ - _ - I
, f -sr.'.irirffi kriv`i3iiiii;r faaa.•:iaC�i'm"v::fiirv;:i5�rv`•:iiiT:3!xiw'.v::'vii{r rr3rvY::!ixiir.;v':k'rsv
TOTAL IMPERVIOUS 3,220 SF 3,751 SF +531 SF
/ ...................r:nr::a.:-i--r..
_ _-_ PERCENT IMPERVIOUS 14?6 1690 +2%
ji \ -
` DISTURBANCE 14,500f SF
!
' t ,. ,....' .f• i ::f::i-?iE:i edX•iF�'r:3;�@in�i.4.
i f =�4..k✓ •t :Y.x.,p\ �:��-s'.iA`'a�
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.J'•iFiard�if:ii::
...
:. :
r -
"f
-'._... , .x..sw::fgf;laeiia:; _ _ _
- __ JI
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5
r��_:s:;>:�:>=a.-::a:3<i:i�;als?s��:=s:���ia::-��>�:�Y<--%� :��:"'
/ / -:a�.ar;::;:_;:rxr..naa1-_::rs�::a.—:;::;:,a•=af:::;ar:{:.-> _::,..x_...
__ _._ -:w:>>3 :-::���nx:1n::.:_::.
CRITERIA
............,..:rrn. ..... ...
NET INCREASE IN IMPERVIOUS AREA 531 SF
saf•-�•
/ SIZING CRITERIA MINOR PROJECT 1.5 GAL/SF
t RETENTION VOLUME REQUIRED 797 GAL = 107 CF
r''d u RAIN GARDEN VOLUME PROVIDED 235 CF
- - —
TOTAL RETENTION VOLUME PROVIDED 235 CF
PARCEL AREA: 23,545 SF
• HOUSE. 2,751 SF
PATH: 168 SF IMPERVIOUS AREA: 3,751 SF (16%)
t CHANGE IN IMPERVIOUS AREA: +531 SF
1 DRIVEWAY 832 SF
PROPOSED IMPERVIOUS AREAS
, I
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l! -
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ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
= yf:R: I ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
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PER TOWN COMMENTS 5/19/11
1 , • �'. _ .w.:Si-.:ez.;;:_i;.;i., .._�4:__...rr....n-f•re.:..;,. \
•3a#' 0 PRELIMINARY ISSUE 03/02/11
1 r.l ;.)4 .,,,. y = >-:u°_;>>x __ r::=>< r>;> N o. Revisions
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Benjamin amp
8 Hillman
MAP REFERENCE Town of Queensbury, Warren County, NY
INFORMATION FROM "MAP OF A SURVEY
W _ MADE
BASE
t' FOR BENJAMIN CAMPBELL" PREPARED BY Drawn: CCW Checked: GTH Scale: NOTED Date: 06/10/2010
VAN DUSEN & STEVES LAND SURVEYORS, 169 Haviland Road
S18 n 745 y�0307 Phon NY e
29372-•01-S2
QUEENSBURY, NY 12804. DATED: OCTOBER 31,
Quee2008, LAST UPDATED: JUNE 10, 2010. Hutchins En ineerin
^i g g 518 745-0308 Fax
1lM~ty,+ !• � ! t. i• 1,
PROPOSED 1.5" PVC EFFLUENT 1 t '4 LOCA77ON
APPROXIMATE NEIGHBORING SEP71C ; ; , • ; !; j
FORCE MAIN, SLOPE T0 DRAIN
BACK TO PUMP STATION
�' � •`• i \ � it \��
PROPOSED PRECAST ' '. �...• t — — �•
CONCRETE DISTRIBUTION BOX 3 �.� i ''-
PROPOSED 15' x 42'
ABSORP77ON BED KO �i ,�•_�..�t} �1 �,
TOE OF BASAL AREA:
1,4001 Sr
TOP OF BASAL AREA -
(TOP OF TAPER):
1,000t SF
y
100' PROPOSED WELL
SETBACK
C)4 329.37 `.f / ' . / / / - .' ry i ` o 50' PROPOSED WELL
SETBACK
335 .. .
10,
\ I1R`P4 PROPOSED 4" PVC HOUSE SEWER,
~ ACCK
•-� - ___ - MAINTAIN 1/4" PER FT. MIN. SLOPE
I -
I ,.:.:_-.::...: PROPOSED 1,000 GAL PRECAST
':_-2-1_--_ CONCRETE PUMP STATION
n
PROPOSED 1250 GAL PRECAST
:- ` CONCRETE SEPTIC TANK
"
yx_ r PROPOSED 4 PVC EFFLUENT SEWER,
MAINTAIN 1/8" PER FT. MIN. SLOPE
IL
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1" = 20'
340
339
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333 - - ; I }f `
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_._. ---'------_-... -------__-..__. . _ __._.--_.. .�, ,,gyp r t , r E r I . •. � _.__., : I� ! .__.._ ! ! __ ! -: , _ ALTERATION OF THIS DOCUMENT EXCEPT BY A
I .__
.— _.._--..._....-......; .1. _._ - _
�,_�- _ a_i—�_� __ -_r� 1 i--1 I..l _ I; �.�-,__ I--_,.w�__. �_.�... ..._ .. -cADE}V I._,__..__, _ ! I _ , ! I_.._ ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
332
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HYDRAULIC PROFILE A-A 1 PER TOWN COMMENTS 05119111
0 PRELIMINARY ISSUE 03102111
1" 5' No, Revisions Date
MAP REFERENCE WASTEWATER PLAN
BASE INFGRMATION FROM "MAP OF A prepared for.
SURVEY MADE FOR BENJAMIN Benjamin Campbell
CAMPBELL' PREPARED BY VAN DUSEN
28 Hillman Road
& STEVES LAND SURVEYORS,
QUEENSBURY, NY 12804. DATED: Town of Queensbury, Warren County,NY
OCTOBER 31, 2008, LAST UPDATED:
JUNE 10, 2010. Drawn: CCW Checked: GTH Scale: NOTED Date: 06/10/2010
169 Haviland Road
Queensbury, NY 12804 29372-01-S3
Hutchins Engineering (518) 745-0307 Phone
9 g 518 745-0308 Fax
GRAD POLYETHYLENE EXTENSION TO
TAMPER RESISTANT ACCESS COVER
SU S�-n• INSTALL POL y'LOK FL EXTERIOR WEq THERPRODF J
EFFLUENT FILTER SUCH UNCTION BOX (1F NECESSARY
READILY THAT THAT /T IS CONDUIT GAS TIGHT ACCESS COVER WITH GAS EGH TANK INSTALL CONT/?OL PANEL !)• SEAL
FROM C EFFLUENT FORCE MAIN FINISHED GRADE N HOUSE
FLECTQR POL YE7H
MP STA77ON TA ENE EXTENSION TO GRA
5.01
4" PVC OUTSIDE DISTRZ77ON SOXTO TAMPER TO DE WITH .
t i ANT ACCESS COVER
1 *12 COVER
f D/STR/BU77ON BOX 4" PVC SDR-.35
HOUSE SE ;_~
WER
INLET 3" 4" ELBOW _.. : FINISHED GRAD
I 1/4" PER FT. IS NOT BAFFLE E 7RANS17ION TO 4" PVC
SLOTTED OUTSIDE OF D-BOX
MINIMUM SLOPE f 12 COVER
42' :r 4" PVC
t SDR-
+ 16" UTLET EFFLUENT 35 'j ~ ` :> :';; BALL VALVE 1.5" R- FINISHED GRADE
SEWER :• " SD 26 PVC
Y3 LIQUID
f INLET 3 .' j :,: FORCE MAIN
f LIMIT OF STONE BED; WATERTIGHT SLEEVE DEPTH 18" 1/8" PER FT. PRECAST
CONCRETE
'` MINIMUM SLOPE DISTRIBUTION BOX
3/4 - 1 1/2" AND SEAL TYPICAL MINIMUM INSTALL FLOAT SWIT
WASHED CRUSHED OPE CHES TO
LIQUID LEVEL ) RATE PUMP AND MAINTAIN
STONE 1,250 GALLON PRECAST _L_____ `- LEVELS AS INDICATED -
CONCRETES MINIMUM 30" i6 /N EP .'• " INSIDE INSTALL n s D C
T E LL
A N WE
K " T
MA
XIMUM WE X L L IN LocA77
MUM 60 ACCESSIBLE WITHOUT TANK ENN UNION —
(DUAL COMPARTMENT ' " ALARM 3" LOCATE SUCH
PREFERRED) ABOVE TRY THAT PUMP MAY BE
"PUMP pN" D/SCONNEC7ED AND BAFFLE
' 4" PVC SDR—.3 MINIMUM 2X WIDTH TANK VOLUME REMOVED WITHOUT
'` 25-40� OF ALARM ON TANK ENTIgY ALL OUTL
PERFORATED MAXIMUM 4X WIDTH TANK VOLUME ET INVERTS TO
LATERALS, �
INSTALLED.NEAR PUMP
BE SET A T EXACTL y 77.1E
i LEVEL IN BED c";'''.. :';' '3° ,•. _;: MP ON SAME ELEVATION•
... .
. ....... ...
CONE = : t :: .::°._.,;• .; ,.•: SPEED , USE
LEVELERS
2.5' � _ - _ I IGURA 170N -:.,.:.,..�•... .;.�;:;:;r=;,:-..:.•,�.;.;,,.:... ��:� 16 MIN .; .-. 1.5 SCH 40 PVC OR
PUMP per- WETGAL INSIDE PERFORATED
_ SEPTIC TA NOT�s y s `��-'." VOLUME OF DOSE TO 4" PVC SOLID HEADER Tp
BE 60t GALLONS WALL RATED TRENCH
2.5' 2 5; ALL UNITS SHALL COMP PIPING
DEPARTMENT OF LY WITH THE REQUIREMENTS ..,:: GA VALVE
HEAL :,:
15 BY FORT MILLER OR EQU/VALENTHALL BE OF PRECAST CONCRETE NEW PORK STATE _.' =�4` PUMP
�, STATION O
.. ... . . .::.....:: .. ;:.:,..,... ION NOTES
ALL STRUCTURES SHALL BE P AS MANUFACTURED 1,000 GALLON PRECAST " ' ~' ``° " REDUCING TEE DIRECTED SEAL ALL TANK
ABSORPTION BED WHERE EXISTING SOIL COND/770NSEARE FIRM' COMPACT SAND CONCRETE SEPTIC TANK TO DOWNWARD wITH 1" BALL OPENINGS WATERTIGHT.PLACED AS NECESSARY TO ACHIEVE A STABLE BA BE USED AS PUMP STATION CHECK VALVE VALVE THROTTLED TO PROVIDE AND INSTALL UL LISTED
PLAN S ULE TSB E, CRUSHED STONE A HL BASE. ALLOW TI?ICKLE DRAT W17H VISUAL
SIMPLEX EFFLUENT PUMP BACK INTO HOUSE /N ACCE S/B AUDIBLE ALARM. PACKAGED PUMP
1" s 8' EP77C TANKS INSTALLED IN ALL BE WET WELL INSTALL CONTRA CONTROL PANEL
C0
NS7RUC7
7
0
N DESIGNED FOR H— TRAFFIC CATION L PANEL INSIDE
AREAS SHALL BE OF INSTALL POWER & CONTROL K/
ALL JOINTS MUST BE SEALED. 20 WHEEL LOADING. EXTRA HEAVY HOUSE /h/
ACCORDANCE WITH NATION SG TO ON S SEC WIN ALARM IN
REQUIREMENTS
SEPTIC TANK PUMP CODE (N.E.C.)
SET ALARM LEVEL 3" ABOVE "PUMP ON..
2.s ro EDGE , NTS TATION $t pjSTRIB
OF SYSTEM 5 TYPICAL UTION BOX D LIQUID VOLUME BETWEEN
LATERAL SPACING /� ETAIL GALLONS EN "PUMP ON" AND "PUMP
6" COVER 2" MINIMUM OFF" TO BE 60-+PUMP TO BE GOULDS MODEL
AT ENDS STONE OVER PIPE GPM PUMP AT 3Q FT HEAD. 3885, WE05H 230V, SING
12" COVER LE PHASE, 30
SEED AND ESTABLISH TOPSOIL 12"
AT CENTER VERIFY EX/S77NG
ELECTRICAL SERVICE PRIOR TO PURCHASING P
6" MINIMUM
_ SLOPE STONE BELOW PIPE LIMP.FILTER FABRIC., TENCATF MIRAF! 14ON OR EQUIVALENT
SL'
-- 1
_ n , , `_ 15 TAPER 40 TOTAL
/ -
2 LEA � r •. :r _ . ..!-.-•;�,,• �.�.- . .-. _. - O
N W �: •� :;,.. ;„ Y� - . . ... .. TOP
ASH '> . . - . . . . _ _, . . 1. ,< ,I ,. � • • 't, • - ..ED �.. J...,.., t,,... ,. ,. ` ,
MOUND
CRUSHED ST 1 ,.�. ,�`l;,Jy;�; trrJJ_-;• Yi AK,.,,�;•.,:.�; OF TAPER 21 TOP
��'• �: OF ONE �..�i`Jc�,)�� , .'.�• :� C :.��.:,, �� - TYPICAL
MOUND tM0
J�Ici -. ;i� (}��• 0` c.� ,~�. ,..,J ✓ �t 2" MIN. ► BED WIDTH
•:-. -` : , :..•.:•. _ - �. TH
SYSTEM FIL
L MATERIAL
ESTABLISH G AS NEEDED TO 3
GRADE, MECH --- .. :. : 4 .. ..
STABILIZE W/ ANICALLY .: '.. ..: ..:: 6" SLOPE 12
5-10 T`I TRACKED E
MIN. _ QUIP _
—�
. IN MEN .._. . --
SE � .P
PE . .
ARATION•:- SH�N/T
PLACE T - � •I "
RCORA _ - - --
LA770N TE I -- ! - IGRADESLOPE
„
EXl G — "
_ , _i r - - PPROXIMATE •TIN ........._...... --
-
_
:
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I
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RAL INSTALLED LA 7EIRATE LEVEL
. _
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P
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IN BE ONR
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..........._ , � I -------
------- 27 W €�YGGRADE)t�!Q�R�M—A
GWT f_-.- iE ISf
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j►_rI_,_i I_._�_-I�--:',—-!I---r-t._'I_I-____ __j_II._Ii. r
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_L-
!
,
_I -
,
---SITE OIL -- _ ! --
S D I I + i _11lI (
AT
�/
t ............ : _._ t
TEST PITS _ ._--
_�'"`- WAS
:
_ TEWATER SySTE
08/19/09
M DESIGN ABSORPTION
(WITNESSED BY VIS ON ENGINEERING)yT HUTCHINS, p•E• �A �RSOM RESIDENCE MOO
ABSORPTI pN EIELD _ ND AwNG FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX NOT '" - 3'
3-16"O'3" - TOPSOIL DESIGN FLOW - 110 GPD/BEDROOM THIS DESIGN UTILIZES A ES
6--30 FAUCETS) STANDARD STONE ABSORPTION B SYSTEM- MEDIUM BROWN SILTY SYSTEM DESIGN FLOW _ MOUND SYSTEM C�
16-30" _ LOAM SEPTIC TANK - 1250 GAL PRECAST CONCRETE CUT ALL TREES, STUMPS AND OTHER BED INSTALLED AS A C INSTALLATI
DARK BROWN SILTY LOAM PUMP STAT]ON - 1000 GAL AND REMOVE: O,y NOTES
30"+ 1E REMOVE STUMPS VEGETATION AT GRADE CONSTRUCTION SHALL BE cS
- LOOSE SHALE ROCK PRECAST CONCRETE SURFACE PRIOR TO PLACING FULL. AND EXISTING AS SHOWN
LEACH FIELD - MOUND ORGANIC MATERIAL FROM DEPARTMENT OF HEALTH ON THIS DRAWING
ABSOPR710N FIELD AREA. USE TRACKED EQUIPMENT FOR ALL WORK IN INDIVIDUAL HOUSEHOLD Sys AND IN ACCORDANCE K/ny
MOTTLING AT 27" BOTTOM pf THERMOPLAS77C PIPE AND CORRUGATED
EXISTING .GRADE Tp � BED TO BE INSTALLED g".I. TEMS AND gSTM F THE N.Y
ROOTS TO 30" ABSORPTION BFn dD . . _ PROVIDE 3+ ABOVE TUBING /N SEPTIC TANK LEACH 481 INSTALLA770N OF
PRESUMED SHGWT AT 27" (UP TO A 10 MIN PERCOLATION RATE IN GPD)1(0.
GPD SF GROUNOWA7>~1? SEPARA770N TO SEASONAL AFTER EXCAVATION OF 15' Klp FIELDS
/ ) - 629 SF HIGH SHALL 8E CLEANED q E ABSORPTION BED TO
APPENDIX 75_,q) Sy
FILL MA r'L PER AND RAKED IN OR
DE TEST ABSORPTION BED AREA PROVIDED CONSTRUCT THE DEPTHS REQUIRED,
71yE
DRAINAGE SWALE UPGRADE pF DER TO LOOSEN SMEARED AREAS OF AEWATER SYSTEM S
SURFACE RUNOFF AROUND ABSORP7TON FIELD. WALLS AND FLOOR SACK SCHEDULE
08/19/09 BY T. ED = 15'x42' = 630 Sr SYSTEM IN ORDER TO DIVERT PLACEMENT OF CRUSHED STONE SOIL. E
STABILIZED PERCOLATION RATE; FILL CARE SHALL BE PERFORATED PIPE AND
A sd "�'' MA TE'R/AL N�TES EXERCISED TO AVOID INCLUSION OF FINE�G�R FABRIC SHALL BE AS SHO PROPERTY LINE
09 MIN PER INCH * C + (qB) /� THE STONE AND PIPE. SEPTIC TANK HOUSE WELL AFTER REMOVING ORGANICS, p RAINED SOILS AND {yqS WN, AND LAKE G
� * 12' + (15'*42' TE MATE f0' FORGE
TOWN OF ) = 1,170E SF PROPOSED ABSORP770N LACE SYSTEM FILL 0 MATERIAL IN ABSORPTIpN MOUND (TOE OF 10'
UEENSBURYRE UIREMENTS BASAL AREA PROVIDED = THE PIPE SHOULD BE LAID AT THE FILL 50'
3 FEET OF 1,900E SF TRENCHES AND TAPER AREA. �R THE EN77RE AREA OF WITHOUT SAGS ) 10' 50'
VERTICAL SEPARATION TO , HUMPS GRADES INDICATED 20'
HIGH GROUNDWATER FOR INSTALLATIONS MOUND CFn,�.�TM- MOUND SYSTEM " LAID W17N HOLES DpyyN IN ALL RATED JOINTS, OR
OTHER UNSU INING STRA/GHT CONTINUOUS G 100'
SEASONAL SYSTEM FILL" Mq TERIAL SHA 200'
1000 FEET OF LAKE GEORGE. WITHIN TOP OF SANDY LOAM OR SANDY L CASES /TABLE CONDlTlONS. RADES
MOUND: 21 k48' LOAMY GRAVEL LL BE CAREFULLY SELEClEp SAND, PIPE SHALL BE
BASE OF MOUND: , 1 OODf SF 5-10 MIN/INCH AND NO ORGANICS OR
0 IN_
PERGOLA 170N RATE L DISPOSAL FIELDS SHALL BE GR T"- MAPTOTAL LENGTH OF 40UND. = 1,900E SF 10$ BY TEOF MTHEDISPOSA ADEDTO SyEDNO.
WEIGHT SHALL BE FINER BJECTS OVER 3" L FIELD RAINFALL AND DIVERT SURFACE RUNOFF' 227. 17-1-8
9" MIN. FILL BELOW ABSORPTION BED MATERIAL BY THAN 0.05mm. IN SIZE. LESS THAN ALTERATION WEIGHT SHALL BE IN AT LEAST 25� OF THE NOFF .AWAY RATION OF THIS DOCUMENT EXCEPT
AREA REQUIRED THAN 15% OF THE RANGE OF DO NOT USE HEAVY EQUIPMENT N9TII/N TyE A ENGINEER IS A V10 BY A LICENSED P
THE MATERIAL BY WE/GHT SHALL BE LARGER m TO 2.0mm. UA770N OF PROFESSIONAL
LESS BSORP710N AREA AFTER PIPING H NYS EDUCATION UAW.
.DOSING TO BE SYSTEM FILL MATERIAL /S 7.0 BE THAN A 1/2".SIEVE THE AREA TREATMENT SYSTEM �s DE AS BEEN INSTALLED.
THROUGH D/STR/BUT70N BOX V!A SIMPLEX PUMP STA
72 GAL CAPAC171' IN 0lSTR/BUTIpN PIPING TRACKED ,E OF WATER CONSERVING FIXTURES SIGNED AND APPROVED BASED UP
EQUIPMENT PRIOR TO lNSTALLA 110N OF Y OF
IN 6"
TION. LIFTS K/JIy NOT DESIGNED TO ACCOMMODATE EXEME1GN FLOW OF 110 GPD PER B£DR ON THE INSTALLATION
VOLUME CA DOSE 70 DI 60f GALLONS (3 LATERALS ® 37, TRENCHES
0.65 GAL/LF). INSTALLER Tp OR WATER DOME THE SYSTEM !S
NOTIFY TREA7MENT EQUIPMENT. AT
USE FIXTURES,
POTABLE Wg7FR SUPPLY - MATERIAL PRIOR TO ENGINEER EXTREME WATER USE FIXTURES !S CONN7�ggR INS
OF- SUCH AS JACUZZI_ 1
PROPOSED ON-SITE WELL TRANSPORTING TO SITE:PROPOSED
SOURCE NON-CONSERVING 1 VAR SPA TUBS PER TOWN COM
OF SYSTEM FILL SYSTEM• Y TO THE APPROVAL QF TIRES OR 0 MENTS
MATERIAL REQUIRED TO PROVIDE COVER OF
S THIS WASTEWATER TREATMENT No. PRELIMINARY ISSUE 05119111
ROOF, FOOTING, GARAGE, CELLAR AND SURF MAP REFE Revision 03/02/11
MAY BE NATIVE MATERIAL OR OTHER MATERIAL RENCE s
EPTIC TANKS AND PUMP STA LION WASTEWATER S
SYSTEM FILL• YSTEM, ACE WA TER DRAINAGE MUST BE WASTE
A, Date
WH/CH IS NOT NECESSARILY BASE lNFORb1A 77ON FROM "MAP OF A V VAS T,��/ c
EXCLUDED FROM THE SURVEY MADE FOR BENJAM/N A TER �ET/q/
CONSTRUCT DRAINAGE SWALE UPGRADE OF DETAILS
CAMPBELL" PREPARED By VAN DUSEN Prepa�rfor.
ABSORPTION FIELD. SYSTEM IN ORDER TQ DIVERT SURF
& STEVES LAND SURVEYORS, Benjamin Cam
ACE RUNOFF AROUND QUEENSBURY, NY 12804. p I�b@II
OCTOBER 31, 2008, LAST UPDATED; 28HiilmanR°ad
JUNE 10 Town of Q
ueensbury, Warren County, NY
. 2010. Drawn: CCW
Checked: GTH
�� Scale: NOTED - .