2009-597 CONFIRMED LL
LOCATION PROM D /
®Y-'DAVE HA TIN, TO
12 u
OF QUEENSBURY
OFFS
c
WELL ET
� t35
'+
4" TOPSOIL, SEED FILTER FABRIC, TENCATE MIRAFI \ \ z
——
n- AND ESTABLISH TURF 140N OR EQUIVALENT o
BACKFILL SOIL 4" PVC LATERAL, NEAR LEVEL \\
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FORMER L CATION OF ' — — ` =_: — —"'—— XISTING GRADE
X APP �c
" FAILNG SEPTIC rjsJ a 1:2 —_` = — Z GLEN LAKE
EW ABSORPTION BE LOCATION
y
NEW SEPTIC TAN LOCA110N ° ° ! Sod' vP
Lot Area } ° — —
t 0 S.
< �; LIMIT OF ABSORPTION BED
6 00 F.
ABSORPTION BED PROFILE
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O
NTS \ \
,n.
/ 9 35' \ \\
PROPOSED WELL LOCATION / —�'� - - - - - - - - - - - - - - - - - - - - - - - - -� ��
Sulli n Drive v LIMIT OF STONE BED; I 2 5> 2.5' SITE LOCATION
3/4" — 1 1/2" WASHED LOCATION MAP
O CRUSHED STONE I NTS
Deed Reference 2.5' , WASTEWATER SYSTEM DESIGN
/ Kevin Enright DISTRIBUTION 5.0 10
T° BOX 3 BEDROOM RESIDENCE
/ Kevin Enright Dennis J. O'Connor WATER SAVING FIXTURES 1.6 GPF MAX. FLU .0 GPM MAX. FAUCETS,
\ Did. January 1, 2007 FLUSH, 3 ETS,
I _..._.. .......... ...... ......__ ..........._ ._.
TE P
c Rod. May 24t 2007 -- ----- ------ -'---- ----- ( REPLACE TOILETS & SHOWER HEADS IF NECESSARY
t.iber 3277. Page 5 H
\ / V 4 PVC EFFLUENT DESIGN FLOW — 110 GPD/BEDROOM
2.5
-, SEWER FROM � SYSTEM DESIGN FLOW — 330 GPD
SEPTIC TANK — — — — — — — — — — — — — -- — — — — — — — SEPTIC TANK — 1000 GAL PRECAST CONCRETE
LEACH FIELD ABSORPTION BED
DESIGN PERCOLATION RATE = 1-5 MIN/IN
:. .. " APPLICATION RATE= 0.95 GPD/SF
4 PVC SDR-35 PERFORATED ABSORPTION BED AREA REQUIRED 348 SF
LATERALS, INSTALLED NEAR
LEVEL IN BED CONFIGURATION USE 10' X 35' ABSORPTION BED (350 SF)
SEPTIC SYSTEM REPLACEMENT PLAN PTI WATER SUPPLY: ON—SITE WELL
1" = 40' 10'-D" ABSORPTION BED PLAN
O.C. MAX.
NTS SITE SOILS DATA
TEST PITS
36" FENCE POST TP-1 — 12114109 BY T. HUTCHINS, P.E., WITNESSED BY DAN RYAN, P.E.
DRIVEN MINIMUM 16" 10' BED WIDTH 4" TOPSOIL, SEED AND ESTABLISH TURF 0-12" — TOPSOIL
INTO GROUND '� 12-36 p — YELLOWISH BROWN MEDIUM SAND
LIMIT OF 2'5' S 2'5' 6 MIN. BACKFILL SOIL 36-60 — LIGHT BROWN VERY FINE SAND
ABSORPTION BED TO EDGE TO EDGE
o — — Q X OF BED TYPICAL TRENCH SPACING O BED OVER STONE BED 60—74" — GRAYISH BROWN MEDIUM AND FINE SAND
SILT STOP EMBED
DISTRIBUTION BOX — 2 — — " H NO MOTTLING EVIDENCE
— � IN GROUND 8 MIN. PX • . • . . . . . � � • • • • • • • � • 18 MIN. TOTAL ROOTS TO 56"
STONE DEPTH
APPROXI
N. MATE LOCATION
8
_ " . :.. _ . . • •_ •.:::.. ... .•:::•.• '_ — --' „ ,,., \ _. ,• ,... ,.;•.', - \� _. \,. . .� ::, _ 1 12114109 BY T. HUTCHINS P.E. WITNESSED BY DAN RYAN P.E.
T OF 4 PVC SEWER. .. ... :. ..... �• ..
O ,• ,";.: C HOUSE EWE --' •- '• _
'LL
TP 1
. .
RATE
1 MI 1 SEC PER INCH
r N 5
" \ ........ \
I \� \
APPROXIMATE LOCATION OF �? I (U / SOIL BACKFILL - - 2" MIN. STONE COVER
SYSTEM INSTALLATION NOTES
4" PVC EFFLUENT SEWER J
4" Sp _ CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE
R 35 PVC PERFORATED LATERAL
3/4" — 1 1/2" WASHED INSTALLED NEAR LEVEL, IN BED CONFIGURATION N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481
♦�^ CRUSHED STONE INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH
I V J o 12" MIN. STONE BELOW PIPE FIELDS.
1000 GAL PRECAST I 36" FENCE POST
CONCRETE SEPTIC TANK I Z ABSORPTION BED SECTION
AFTER EXCAVATION, THE BOTTOM AND SIDES OF THE BED SHALL BE HAND RAKED TO
I _ —
�—_...... . ....... NTS REDUCE SOIL SMEARING.
CONFIRMED:EXISTING CASED WELL ` SILT STOP EMBED
DECOMMISSIONED IN ACCORDANCE N IN GROUND 8" MIN. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE
WITH NYSDOH PROCEDURE ---- --- I FLOW—_, RUNOFF AWAY FROM THE DISPOSAL FIELD.
Z �\�;�\��� UNDISTURBED DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION BED
to
GROUND HAS BEEN INSTALLED.
Ai
• SUGGESTED POLYETHYLENE " O1l7"DOCION OWS PLICATIONFORAND DENNIS
5 APPROXIMATE EXTENSION TO GRADE WITH SANITARY SEWAGE DISPOSAL VARIANCES
iq SEDIMENT CONTROL FENCE DETAIL FINISH GRADE TAMPER RESISTANT ACCESS
O RESOLVl70N piOs BOH 3,7g10
NTS WHO MOVBDT Y A W.
T1.N v"imas oOr of er nuftvong ll,hvimmd m the pueposes and oche purpose
this
IIgfRODilCED BY:Mr.TV B,swar Ordimtce or atlter adjoiwg ptopa4o oar atheraiae 000gid with the and
obpo Ives plan poiry:mind
SECONDED BY: Mr."dimy Mmlvier
2. the Loaf Boad of Helm funs the the Wading of the variances is nsemuy for the
PROPOSED WELL SUGGESTED: INSTALL POL 1LOK 1e use of l� , � aBe�ae
dw
12"t PL—122 FILTER SUCH THAT T IT IS WHEREAS,Kevin Eon&.4 D.—O'Connor filed m apphation for va a re hem
READILY REMOVABLE THROUGH pmvit ofthe Town of Qasuhay -Sire Sewage°upon Dtdm ,awpar 1"to in" �;�� badd p mad b'the Local Bond of Health m atfoer,he
k—p on boil:
4" SDR-35 OR SCH 40 TANK ACCESS COVER
• PRECAST CONCRETE ,. g finm�le ,e.dofine�nhed20'�fbe :
� '• • r.•' A..• • •• BE)T FURTHER,
■ • HOUSE SEWER H RESOLVED,Wa the Loaf Boa d of Health hereby waaKa m.apple a a of Kev n
Drive ATERTIGHT COVER 3 _ DISTRIBUTION BOX
Sullivan INLET 2 �'fmm Ba uell mend of the TWatM l00 aerberX and
3 5'fiom tree property dine wvad of the rogwed 10'xtbert;
Eight an D—O'C—for Veria��� Derpmal w�1 m
LIQUID LEVEL OUTLET EFFLUENT SEWER, ® onp,opMy1aW at 6Su11i—Dn e.*eTownof/�.—bmy,aM abAOf��'
MIN. SLOPE PER 0 MIN SLOPE 1.
g•fromwehodte nauadofWemquved2A'sabrk
114 PER FOOT _ WHEREAS,the Town C�,Office published the Nova ofpublic Hating in the Town>
O 5' MINIMUM COVER 18 MIN 15" BAFFLE
official awspapa atW the Local Boad of Heath omductod a public hearing c—..g the 2. 90'from the v 11 inmead of the tegwed 1 W'se"o-,and
. •. .• 3 5 from ProMnY uuud of the req 10 setbacle.
. variance rogeuas ant Mornay,Feb,stay 22°t,ZOIO,aM the lice' aired
: l 18"MIN.
i y WATERTI CHT —L ALL OUTLET INVERTS VER TS TO BE SET WHEREAS,the Town Ck*',t>,»«to advised the n duly noufiW a0 piope tyy ovnem on 1 r located at 6 SuWvm Drive n he Town of Qmebay and baring Te Map No.:
G•' • 2N.9-1-SO, 1&d the there Ile no gelbW pied- W turn W me sub)"p-Vdty.
_ =.yP- r;;�5 �% � _� •A r4 SLEEVE AND SEAL r t� AT EXACTLY THE SAME ELEVATION; -tbn500fdofftaibr'ptoper`y p°
- POWER u+ r< �' �• I -..ice%tr.+'rr y'rs`....-�?._�, �.+
DETAILED PLAN ,.�.�„� � rk�� r �� - ��,�. �`� (rYP.)
USE SPEED LEVELERS
.�� �� .j ••t � ? � NOW, BE Duly dry ebrnay, by ovriog.rote:
\'�Fy °"_ ash f'S`'rt.� � Yadopted tivs 2. of 2010, the full
µ`' FINISHED GRADE » AYES :Mr.Stt &,Mr.B.—.Mt.Stec,W.Mains
•�r h �1- i 4 PVC SOLID HEADER TO RESOLVED.d. NOES _
,t .; ..tip t= • «Y ? PERFORATED TRENCH PIPING 1. eae m me nmue of me va;mces,iha W al Bond of Heal h daertu ms the the ABSENT: Ma eri
1 = 20 —TO HOUSE y>„ PROPOSED 1,000 GAL.
' ;t `= r} PITLESS ADAPTER INSTALLED NEAR LEVEL
(10 MIN) ��:-.z�-: ;�' PRECAST CONCRETE TAX PARCEL # 289.9—,�—Jr0
a,. SEPTIC TANK
50' MIN. CASING FOR GRAVEL MINIMUM 2X WIDTH ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
_ A 2" ANNULUS OF NEAT CEMENT OR SCREEN WELLS MAXIMUM 4X WIDTH ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
BENTONITE GROUT IS REQUIRED. SEAL CASING TO BEDROCK A:. ::. ,'•:: '•.;::•..'a. .: '. ' :: .:�:.'''•'' 4 RECORD DRAWING 04/13/10
VARIANCE SUMMARY REFER TO C17ED PUBLICATION FOR FOR ROCK WELLS
MINIMUM REQUIRED DEPTH OF GROUT 3 ADDED RESOLUTION 02/25/10
SEPTIC TANK NOTES 2 REVISED NEIGHBORING WELL LOC. — ISSUED TO BOARD OF HEALTH D1/13 10
ABSORPTION WELL TO ABSORPTION 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH /
AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 1 REVISED BASE INFORMATION 01/11/10
VARIANCE FIELD TO ABSORPTION FIELD TO
HOUSE FIELD PROPERTY LINE 2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL 0 ISSUED 12/14/09
WATER SUPPLY WELLS SHALL BE CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A
CONSTRUCTED IN ACCORDANCE WITH STABLE BASE. N o. Revisions D a t e
REQUIRED 20' 100' 10' NYSDOH APPENDIX 5—B ENTITLED
SUBMERSIBLE PUMP 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR WASTEWATER SYSTEM PLAN
"STANDARDS FOR WATER WELLS" H-20 WHEEL LOADING. Prepared For
PROPOSED 8' 80' S'
ALL JOINTS MUST BE SEALED.
RELIEF REQUESTED 11' (557.) 20' (20%) 5' (50%) SEPTIC TANK DETAIL AS BU
I LT Kevin Enright & Dennis O'Connor
6 Sullivan Drive
NTS MAP REFERENCES: Town of Queensbury, warren County, New York
BASE INFORMATION FROM "MAP OF A SURVEY
WELL DETAIL OF LANDS OF KEVIN ENRIGHT AND DENNIS J. Drawn: CCW Checked: GTH Scale: NOTED Date: 11/01/09
O'CONNOR" CREATED BY DLP SURVEYING, LLC. 169 Haviland Road
16 MICHAEL ROAD, FORT EDWARD, NY 12828.
DATED: SEPTEMBER g, 2009 (518) 745-0307 Phone 294�0-01
Queensbury, NY 12804
NTS -
LAST UPDATED: JANUARY 07, 2010 Hutchins Engineering (518) 745-0308 Fax