2000-831 .61ft TOWN OF QUEENSBURY
Fvro742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20000831 Date Issued: Wednesday, June 13, 2001
This is to certify that work requested to be done as shown by Permit Number P20000831
has been completed.
Tax Map Number: 523400-003-000-0001-016-000-0000
Location: 24 HIGHVIEW Rd
Owner: DAISY SPRING, INC
Applicant: DAISY SPRING, INC
This structure may be occupied as a:
By Order of Town Board
Septic Alteration Residential TOWN OF QUEENSBURY
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
9,4 E .
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
T'S
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20000831 Application Number: A20000831
Tax Map No: 523400-003-000-0001-016-000-0000
Permission is hereby granted to: DAISY SPRING, INC
For property located at: 24 HIGHVIEW Rd
in the Town of Queensbury, to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
.. Owner Address: DAISY SPRING, INC Septic Alteration Residential
C/O CAROLINE PUTNAM Total Value
• 18693 MC FARLAND Ave
SARATOGA, CA 95070
Contractor or Builder's Name/ Address Electrical Inspection Agency
CRANDALL EXCAVATING
NY
Plans & Specifications
2000-831
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$25.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, October 31, 2002
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before th expiration d.te.)
Dated at the To of ens ryy4 T e.. 14;4
• I c ober 31,2000
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
• Application for Permit-Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
�..! Office Use 5/
Location of installation: {2T.4L - Mu.1L 43 -"F EIV
s-LAr'ns rY Permit No. r
Tax Map No. 3 / I / I Cv ut%1 3 0 200 r
rowAiOF Fee Paid c7G
Owner's Name: ITQUEENs3U
Address: C/o WAL�H 4 VS
�N 01,11N�
AwEr
1 ZScoty --
2. INSTALLER'S NAME : DALL EXC 4Y.4T►NC*. PHONE NO. -n-5-0431
3. ++ RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s)and multiply# of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow
1980 or older x 150 gal/bdnn =
1980- 1991'6' x 130 gal/bdrm = '7'ec) 4fr VE.NOVATtOr.�
UN CM IMP¢ouc-Mt til
1991 -present x 110 gal/bdrm = "To ,r ,.,..sya,.r�,,
Garbage Grinder Installed yes_ / no ✓
Spa or Whirlpool Installed yes— / no ✓ RECEIVED
4. PARCEL INFORMATION: (circle applicable information &indicate measurements) OCT 3 0 2000
I4pogr_aphy Soil Nature Gjund Water Bedrock or Impervious MateNWN& n 4* ,'..U��i
Flat at what depth at what depth
Rolling — feet 314 +feet well
Steep slope 1=clay if well; water supply
_%slope other from any septic-system
depth: absorption is ft.
other LAicErzrE ',-R,t..E.
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: (5 minute per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
Septic Tank: 2000 gallon (min. size 1,000 gal)
Tile Field: each trench ft. Total System Length: ft.
Seepage Pit(s): number of size of each: ft. by ft.
Size of Stone to be used: II / depth or thickness __feet
Bed System Size: x
ELJEtrt TM-yrz1.+114--5K"VTfi=M
Alternative System: 44 - 3Col length and/or size ►•yam-t-' l a>mA L ► -jE.b
20' %-y0' A oX.A�E�
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection, please note that pursuant to Section 136-29 of the Code of the Town
of Queensbury, any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations with respect to this application and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
-t- -rn-►r C .Syrtrrt' 0—Z7-00
gnature of responsible person Date
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545 0.:::,
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No Cert.Cert. Q E3 2 Cut-in Card No.
Owner 27 A--IS Y JS eRI
Location c( 4 C 14 "6 ' /20; -
Installation Consisting of s L3p�� ?3 4t "...ea d/`TIQoz s I —1
Installed By . -,. ef"--
Lic.No.
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making ,ections at any time, and if its
rules are violated,the Company shall have the right to e ke thi- ., 3 at
re
Date S� 'Z t) ( INSPECTOR
11,
Member N.F.P.A.,I.A.E.I.
31 b5 4r
TOWN OF QUEENSBURY SOP ► !w
BUILDING & CODE ENFORCEMENT Q
742 Bay Road iU
Queensbury NY 12804 l v
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
4
Name
Location
Date 1 -� Permit �j
SOIL TYPE: Sand-Loa —Clay-
Results �f--
of Percolation, Test-
(if applicable) R:te-Minute/Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Total Length
Length of each tr. nch ---
Depth of trenches
Size of stone
SEEPAGE PI 4. : ► ,. :a r-
Size - ft, x
Stone size ft.
PIPING: Size Type
Bldg. to Tank
Tank to Dist. Box
Dist. Box to Field/Dit
OpeninLOCATIO No N/SEPARATION':s Sealed? a�rtia�
Foundation to Tank
Foundation to Absorp ►ion feet
feet
Separation of Pits —
feet
Conforms as per Plot Plan —
LOCATION OF SYSTEM ON PROPERTY: No
(circle one)
Front - Rear - Left Side - Right Side
Middle Front - Middle Rear
COMMENTS:
- �•—'`-`��
cA-A-
SYSTEM USE APPROVED: dill NO
Arrived:
De
part:� :
Builiing nspe• o
TOWN OF QUEENSBURY '
BUILDING ACODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518)761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name
Locat.on
Date; •
Permit #..LX13.-'
SOIL TYPE: . Loam-Clay-
Results of Percolation Test-
(if applicable) Rate-Minute/Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Total Length
_LPLLength of each trench ,
Depth of trenches
Size of stone C�lGy �,
SEEPAGE PITS: Number-
Size - -__-.___._ f t. x
Stone size �f t.
PIPING:
Bldg. to Tank ter 9D
Tank to Dist. Box IDF
Dist. Box to Field/P
Openings Sealed? u
LOCATION/SEPARATION No aP -rtia�
Foundation to Tank
Foundation to Absorption to feet
Separation of Pits -! feet
Conforms as per Plot Plan feet
LOCATION OF SYSTEM ON PROP. RArga No
(circle
Front - Rear - Left Side - Right Side
Middle - Middle R ar _
CO/VENTS: 1 tl2 S crJ 15.4(6 VAA1A)
e514, � �v1,<;12 i`;61-b
SYSTEM USE APPROVED: YES
Arrived:
Departed, 0
Building ns ector
TOWN OF QUEENSBURY
BUILDING A CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518)761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name � \�
Location
Date J '23 6 ( Permit # ��
SOIL TYPE: Sand-Loam-Clay-
Results of Percolat` :• Test-
(if applicable) R. e-M ute/Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Total ength
Length of each t -nch
Depth of trenches
Size of stone
SEEPAGE PITS: Numier-
Size - ft. x ft.
Stone size
IPING:
ldg. to Tan) I�L,Size 4 blit TO
ank to Dom#,. Bo K
Dist. Box to Fie d/P t
Openings Sealed? es No 'artial
LOCATION/SEPARATIONS
Foundation to Tank 1 -2---feet
Foundation to Absorp ,ion feet
Separation of Pits feet
Conforms as per Plot Plan Yes No
LOCATION OF SYSTEM ON PROPE
(circle one)
Front - Rear - Left Side Right Sid
Middle Front - Middle Rea
COMMENTS: RAI- 1
J(< P fa-e_� faT ti' c
Y"(Pc5 4-au,t)0 194- 40 U'T
Nc- a -olC
SYSTEM USE APPROVED: YES 0
Arrived:
Departed:
Building nspector
7
GENERAL SANITARY NOTES nLL SYSTEM INSTALLATION ATION
1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. 1. WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, 0 O
CQ
CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. INCLUDING LEAVES, ROOTS AND OTHER PLANT FORMS, SHALL BE REMOVED
PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR Q �
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDING TO BE 10 FEET. SCARIFIED. }
3. MINIMUM SEPARATION BETWEEN TOE OF FILL AND BUILDING TO BE 20 FEET. 2. THE SOIL USED FOR FILL SHALL BE WELL-GRADED LOAMY SAND OR WELL- o O GRADED LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MINIMUM OF
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND TOE OF FILL TO BE 10 TWELVE PERCENT (12%) OF SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS ET O
FEET. OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER, AND THE �Nc h,O p
5. MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET. FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR A LEAST SIXTY (60) USE ! � r
DAYS. F 0 N Z
F;a�)e
CODE6. . 3.CONSTRUCTION TO BE IN COMPLIANCE WITH NEW YORK STATE SANITARY 3. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF TWO (2) FEET J
BETWEEN ANY TRENCH BOTTOM AND MAXIMUM SEASONAL GROUNDWATER, L A K E �� �I
7. REQUIRED INSPECTIONS (TO BE PERFORMED BY P.E.) SEE ENGINEER'S 1111.
IMPERVIOUS MATERIAL OR BEDROCK. THIS SEPARATION MUST BE THREE (3) tw r '
INSPECTIONS. FEET WITHIN ONE THOUSAND (1,000) FEET OF LAKE GEORGE. h SYSTEMS. h� �ry� N N G E O R G E IC
8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND BE NO LARGER THAN
4. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL h �ry 6
THREE-FOURTHS OR SMALLER THAN ONE-HALF INCHES IN DIAMETER. by h� ^
9. WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDE AND BOTTOM SHALL 5. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL2,000 n
GAL. W
BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. SYSTEM IN THE UP-SLOPE DIRECTION AND D SUFFICIENT LENGTH TO DIVERT SEPTIC TANK , ' *, Z
SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. a� ;� j W W in Z
10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM 6. THE TOP OF FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SHOULD SYSTEM
KEPT OFF THE AREA E BE UTILIZED FOR THE ABSORPTION \ 20•TR E t'� �� ' /I W o � 00 w Z r
TRENCH SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. SLOPED TO ALLOW NATURAL SURFACE RUNOFF AND SHALL BE SEEDED. �VI
11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE 7. SIDE SLOPES OF FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE . 1 U ( `/ cm Z
cm W p
DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 (1) VERTICAL ON THREE (3) HORIZONTAL. FORCE MAIN �� � ) �� w W Z
1--1/2- HDPE PIPE ,. .F i 5 Q
FEET FROM THE BOX. (1/8" PER FOOT). O
(AIAINTAIN 4' MIN. COVER) ,� PUMP PIT 12'SPR CE i-- O Z Q 1a
EFFLUENT
THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT CONSTRUCTION NOTES: W/ DUPLEX TREE UJ c Z o a Cl F
EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE. ADEQUATE 1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH THE RECOMMENDED PUMP SYSTEM = w r
PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE ACCESS STANDARDS FOR EROSION CONTROL AS DETAILED IN THE "NEW YORK GUIDELINES \ i 3
FOR INSPECTION OF THE DISTRIBUTION BOX. FOR EROSION AND SEDIMENT CONTROL". ABSORPTION FIELD / BW 345.2 0 m W
`\ B 34 4 Z ', F
13. THE PIPE CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINE \ APPROXIMATE AREA 20' x 38' � rws`34a.2 =34 9
SHALL BE A TIGHT JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR \ ADD 24"GRADE
» FILL MATERIAL BW 345.2 fe Z.
wNj
PROPERLY BEDDED THROUGHOUT ITS LENGTH. \ �\ AND G#2ADE FOR BED Sti'STEM TW-347.7 V_
14. FINISH FLOOR ELEVATIONS SHALL BE SET AT THE TIME OF APPLICATION FOR A \ STONE RETAINING WALL w
BUILDING PERMIT. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD �� \ �`ro R M W LL , `
TO CONFIRM THAT THE EFFLUENT PUMP SPECIFIED IS SUFFICIENT FOR EACH �' ew=343.9 & f.•+� �♦ .L W
SPECIFIC LOT. �, \ TW-3479 R G AD �+
15. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE / \� w a'
GRINDERS. GROUND GARBAGE SHALL NOT BE ADDED TO THIS SANITARY
SYSTEM. s�- �� �62 \� to-- ---- --------- --- 12' MAPLE r.P. M E /y
�./' �.,�TREE P./4 r�i 8 ■ W J Z
16. FOOTING DRAINS, SUMP PUMP DISCHARGE AND WATER SOFTENER �,i� _ g v 5 p►►RA� �,i�
DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. /. /-�� O\` -----' y- P Tr 1p0,
SA CONTRACTOR TO COMPLY WITH ALL CTIO A AND OTHER STATE AND LOCAL /,/- \`\ _ __ i,,' I t� 0 r ' a y U
SAFETY REQUIREMENTS DURING CONSTRUCTION. ! w H •
/- �\ \ _ P� W Z J 3
18. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO _ w W V f
LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN �`� ( GARA E ��` Mcr-
TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, \ `�` \ 14' HEMLOCK FF-34 g 0 W W EXCAVATING, DRIVING POSTS, ETC. \�\` TREE = Q� e
\ ? 15' OAK Q Z G Z ID
Eljen In-Drain Dimension &Specification Sheet �`\` ��, TREE (U `> I„aMsssa,l O w
DIS IBUTIO BO L UJ O O r IC
Type B In•Draln Unit ----- W"W x 48'L x 7'H-- Bedcflg------ ---_..__ 12"Minimum - - \� I V.(0 -351.5 (n J W W
Large Core Width 1 Z60 8'Concrete Sand New York Department of Traneporia-
I-
-� ----- --- -_ Dlredly Below and Surrounding the lion Concrete Sand Specification
Small core Width 750' \ \ r, 1?
-----------._. _-.. Skies d the In•Draln units for 703-07 s } �..L.I ham'
Less then 1,000 gall/day absorption t►anches �. * O m O Z 0 Z
- -- - DlstdbutionPlpePer(oreted _ 4_. - _. _ _ REMOVE ADJACENT TREES �, \�Voids I Volume per In-Drain 90%Voids 150 gel.
Distance to Seasonal High Water 2'Minimum Distribution Pipe Non Perforated 4'
Table,Impervious Strata or Bedrock -Ge
otexltixtit e Cover Fabric Typar 3401 \�\ � � � Lll
-- -------- -.--- Provide with the In-Drain Units
Depth of Trench - - -- 2W Minimum
------_.._--_--.. Trench Width 4
Depth d Cover Over Distribution Wpm 101010010001
6"Minirrxxn - ------ . _ .-_--_._--- .._ -.. .. ._____ -
Spacing belvkeen In-Drain rows 4'Absorption Tren& ABSORPTION BED \�� ` s }.. m o
c�figures 3,5) 2' Absorption Bed CROSS SECTION \
Corrado sand Depth Directly 6"Minimum `�, g ,�1 rr�+�l� a ep n
SET BACKS: I Below In-Drain Units \ "1 ray h
Concrete Sand al the Sided 8' Absorption Trench 20 Fed Minimum In-Drains 12"Absorption_ ion Bed
Well 100 Fed Minimum e 0
Accedable Soil Percolation Rate 1 80 r111Mn Absorption Trench
Property Line 10 Fed Minimum_ - 1-30 mlMn Absorption Bed
- - -- ----- --- __ ----- -- -- 1 .
All Sol Becks are measured from the edge of concrete amid In Distribution Methods Gravity I Pump I Siphon
r z
1 EXISTING GARAGE TO BE REMOVED -I [-t 0
sLUrAeLE �L (NO FOUNDATION)PLUS AMIN.4'TOPSOIL 6 SEED r , � U
situ Interface w
8%MAX.BLOPE n ^
1�000 OX HEAVY DUTY STRUCnff ro 9E SUM"BY ~ W H � Of
'`' U to
"��`Maw� OR APPROVED E� - "i have seen or observed or believe i saw evidence of, nror/�-: � z
SEE DESIGN HD�FOR ���. 4'PERF.PIPE . .. MO TEXTILE COVER FABRIC r � � O
10_1,• all objects such as houses, well%trees, fences, etc., NO WELL ON ADJACENT LOT. w X U
3VMAX. _ - shown on this document. I also represent that I have WATER SUPPLY FROM LAKE GEORGE. W T L� LL
Wastewater Dis 0381 ystem•Basis^rDesign l►J
personally measured the distam-es set forth on the diagram." _ IX
H h-1
0
The existing Wait residence is a six(6)bedroom home served by an on-site system of v V 1 Z LL_
} t�4c�iezp'� unknown age and condition. The septic tank is located inside the foundation wall at W
���wEr wEl1. ro��ONE(1) ;• + 6"MIN. I �O��O-'OHO the southeast corner of the house. The absorption area is of unknown capacity cwr of xoP aoav wAlmPeooF sEAL
TO BE APPLIED BY PRE-Cray SUPPLIER • 1....ir._.I F- . ,I SIGNATURE DATE P pacity and
CONTRACTORSIAINLESS MMUFACMIs MW A�H AS
kAr as OR CONCRETE SAND 24• I- tz• -I configuration. This plan proposes a replacement system in compliance with the (-I
Town of Queensbury On-Site Sewage Disposal Ordinance-Chapter 136. The X
7 MIN.TO WERIIIOUS STRATA,BEDRQCK system as proposed herein consists of a new septic tank,a duplex pump station and
APPROVED Eke y
oRSEASONeALtsGNGROI>ND WATER
a fill absorption field using Eljen In-Drain units. This replacement system will meet
ACCESS what O EN CENTERED OVER &PR 5o THAT USABLE � t 3'r`�N•w�T►krwk ��o'of 2000 Gallon all setback requirements and will comply with today's standards for hydraulic
EALYl Pl/►IP WY BE ROAOYED F170M THE Fti! G1)N1RAC10R LA KE k3,rnYi.0
PRAM CDAFIRM aPElnvc reEOUaeruEms s PRONDE ro al capacity and materials eci d will c
P�� SPECS) UM& Low Profile Septic Tank p ty p
DUPLEX GIVE RAIL S*W U ro BE SUPPLIED BY MOtMM ro•kULYArszm :.�� �, • ,
U4NUFACn~W. (SEE OSP 33
CONNECTION Hydraulic Leading six(6)bedroom system design
5
CONCRETE: 4000 PSI Daily flow based on 130 gallons/day/bedroom(1980-1991 rates as per
SUMP COVER OETAa.NOT SHDarY
NOTE: REINFORCEMENT: ASTM A615 GRADE 60 renovations to plumbing system)
SEE SWERITE COVER DRAWING. THE BAFFLES FOR THIS TANK ARE ASTM A185 GRAOE 65 130 GPD/bedroom a 6 bedrooms=780 aliens per eta
AN INTEGRAL PART OF THE TOP OR ENTRAINED AIR: s.o%.s.ox g p y
BOTTOM SECTION. MEETS ASTM Ceso
CATE VALVETHI"TANK TAPERS IN 1'ON ALL Soils Analysis: Raised(Fill)System ��� Y
SIDIJS FROM THE MIDDLE JOINT TO The proposed osed replacement a THE TANK TOP. 12" I.D.TAPERED PLUG p p p acement system will be a raised(fill)system at a location 3 i✓� �d
meeting the Town of Queensbury standards(100'min.)from the lake. Four test Z . O pits in the area of the proposed absorption field indicate conditions suitable for a
fill system;i.e:
(�4RVLS -PWMW� three(31)feet of naturally occurring soil exists above an �. ^
• ��YavE impervious layer or seasonally high groundwater. The soils consisted of 36"to P,
tAaOEGRILL 24"I.D.TAPERED PLUG
-. ( ) FNaE IN FD A I ar 50"of sand-to sandy-silt �feu v.) (TYP.) ndy-silt material before encountering the nested rock/boulder old, q4
TOP PUMP ABSORPTION BED profile typical of this lakeside area. It is proposed that the sand to sandy-silt `CS O ti9
caAaE CONFIGURATIONS '`�i soils will be supplemented with 24"to 30"of specified fill soil to be placed so * L S
BOTTOM 4Y4"
that it will stabilize during the time frame of a freeze-thaw cycle(Nov.-April).
PUMP kx>toE " f�) �PUMP OR SIPHON R Percolation Tests:Native soils
LIFTOUT CABLE (SIPHON DOSING ONLY BY PERMISSION OF r ', \
(304 s.S.) LOCAL HEALTH DEPARTMENT) � , Q � �, 4'-10' Two(2)perc tests were conducted within the native soils in the area of the
'E'INLET d DISTRIBUTION BCK WITH ADMTABI E oun-ET LEVELERS, APPENDIX 7SAll(g)(3)
HUe AND INLET BAFFLES _ 5•_gyp" ` ,�,�� proposed field. Results were a stabilized rate of 9 minutes/inch for PT#1 and
I ' : 15 minutes/inch for PT#2. This raised fill
VALVE 3' i `� r' `�; part the treatment zone so the dear (rill) is using the native soils for inLO
1 4 DIA PERE PIPE ,, `. design is based on a perc rate of 11-15 min./inch. J Ir)
�t`2)O5PJ3 TIC 12' T 1\ �!,� i• I I W
APPRq, p EGIA�L I ian Criteria:
bafalnun s In-Drain Units /r-rLLJ ���,r)
uExr PUMPS -_ r• ri 4'-0' / DesS ptic Tank size:Minimum size for a six bedroom design is 1750 gallons as per Z 1.L1
PIAUP OFF
14'-7- �� / NYS Dept.of Health standards. Proposed tank is a 2000 gallon low profile Q J
FLO FRWM °1, I 2 a 4" I � I� / g P tank. �p �
Effluent Pump Station: The system will require a duplex effluent pump station
W
t capable
bie of 6 ma t15 P TDH.1 Th
e he
IrrOlaYr lJria In•DreM►lkrN! �
12 7' structure with the control panel wired ump
pit shall be a precast concrete a
MAIN, = -- � ,� � p d for placement within the house.An
IZEINFOIrcED CONCRETE 6'-3' 44' BAFFLE audible alarm shall be provided with the controls. The dosing volume of the
SUMP am
BY A FM ENDSCAPPED \`'// �i� pump cycle shall be equal to 75 to 100%of the force main and distribution pipe
OR EQ is iYiix tFWOTH PERF PIPE AAb�-UNITSEACH LINE - capacity. This volume is calculated to be approximately 120 gallons. Set pump
.
dfQIE OfONENSION� �aM1E Arro ARE►roc ro BE usED FOR s•1 � �UMMM controls to pump 100±gallons per cycle. Pump will operate approximately 8
4'DIA OBSERVATION PORT HIGH DENSITY POLYETHYLENE THERE ARE INLET KNOCKOUTS cycles per'design flow'day.
BOTE IM vtxeY wm+FLLYS THAT THEFOR PUMP BEING APPLIED IS PIPE SEALS PROVIDED FOR 4"PIPE ON THREE SIDES FOR 6'PIPE.
OWhIENSONALIY S47rABLE FOR USE WITH THIS SY51EM w THE DETAIL NISED ON ONC. NO.220-72Ro
DMMEIER AM DEPTH REWIRED. FROM Macaw UVAFACTtftW W. h . PENETRATIONS. S"PIPE MAYBE
INSTALL TRENCH IN TM DIRECTIONS TO MAXIMIZE THE LENGTH ALONG THE CONTOUR USED WITHOUT PIPE SEALS. Force Main: Piping to be 1%:"HDPE pipe to a distribution box at the raised
system site. The force main shall self drain back to the pump pit upon pump
PUMP INSTALLATION DETAIL shutdown.
NOT TO SCALE O
Raised Disposal Field: The system shall consist of'Eljen In-Drain units:Type 0 z O
EIGHTS LBS B',installed in a bed configuration within the stabilized fill soils. The daily flow
W W (� z
NEW SYSTEMS 100%EXPANSION REPLACEMENT AREA REQUIRED DESIGN CASE 5 TOP BOTTOM rate of 780 gallons requires 1391f of Elien Type B units at the design application
SECTION SECTION TOTAL rate. Use 4 runs of 361f each in a bed configuration to total 1441f of Eijen units. Q l I W f-
(NDN•TRAFFIC) The separation distance between the Type B units shall be 2'. The area required W
8100 7300 15400 U �
for this absorption field shall be approximately 20'x 38'. < UJ W
BASEMAP JANE_WAIT-LAKE GEORGE.DWC
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