2001-391 TOWN OF QUEENSBURY
` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20010391 Application Number: A20010391
Tax Map No: 523400-027-000-0003-007-022-0000
Permission is hereby granted to: GETTY PETROLEUM
For property located at: STATE ROUTE-149
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: LEEMILT'S PETROLEUM INC
125 JERICHO Tpke Septic Alteration Commercial
JERICHO,NY 11753 Total Value
•
Contractor or Builder's Name/ Address. Electrical.Inspection Agency
Plans &Specifications
2001-391 GETTY PETROLEUM
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$35.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Sunday,June 15,2003
(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 the expirationdate.)
Dated at the To f Quee b ; `d ,June 15,2001
SIGNED BY for the Town of Queensbury.
Director of Building&Co e Enforcement .
02/02:2 995 tf2: 7 5237454432 rourJ tl LYL' tA.tibi dc'1' Y r-rruc
Application for SEPTIC DISPOSE.. PERMIT
t-of Queeaseury
Dept-
- 3- 7' Permit NO/_3
Dept_ of Community Development
/‘
BuildigQ &Codcs Office
742 Bay Road Fee Paid S
• Qucensbur:, I2SCL:
•
T 2 on cf propeny far installarioi Rte 149 .& 9L Queensbury, N.Y.
Property Owner's Name: Petty Petroleum Marlcet.i ng_ Tnr. '
PO Box 9406 85 Forbes Ave . New Haven CT 06512
Property Owner's Mailing Address_
- Installer's Name: • Phone #
(To be determined) _
Number of bedrooms (if residential): commercial Total (-flay flow: . FA„ .' '-0'l it D
(residential - compute 0 gal,/bdrm.)
. Topo phy: x flat, roiling, steep slope 2 % of slope
�TOWN
0 7 2001c i��y
1O N 0.�..�'.�•+'U CE SEURi
• Soil Nature: 1 sand, • loam, clay, other I depth: __go no�ian AND CODE
Ground water: at what depth?>10 feet / Bedrock.or impervious Material: at wf r depth 10 fLe:
40sec/inch
•
Pert•O?aoa test trot ro3:.red, 1 r tri.—ed [rate mere.. per rrci j
Domestic water supply: I:m icypa), x- well, other
If domestic water supply is a WELL, water supply from any septic absorpeoa is 1 2 0 feet.
PROPOSED SYSTEM • .
Septic tank- 2 , 00((allon (minimum. size: 1,000 gal)
Tile field: ear:h treacle 85 - feet ' / • Tat21 system.lead: 6 8 0 feet
Seepage pit(s): number of N/A / size each: , fr by ft.
Size of stone to be used:' g 3/4-1 1/ depth or thickness 1 feet
I-T_OLDING TANK SYSTEM (If x�tlired). -
Number of tonics: " • Size of each_ gallons
(Alarm system find associated ele4-4.3gal work.to by inspected by a certified nerKy.
For yol:, protection, please note that pursuant to•Sectkn 136-29 of the Code of the.Town of QoeecslAtry. anY Fe" or
a naval g:arrd whickt is based upon oriigranted im..reliaace Inposa any material aitarepre&er zrion or falure to makes a
material fact or circtrmstauce kooav by or on tviEpitf of an apptior=t, pall be void.
I have read the regutarioaa with inspect to.this Application. aced to'abide by those sod all tesrnremaata of the Town of
Queerstury Sao+t+ry Sowago Disposal
Sign.Wart of responsible person: /'`L/ Date: 6/ 7,/G_��
F f L E \h_ -o` (3:•2I '01 An 11:50 !G:wt:gi5. !' ; ivJb'RY FAX:518 745 4437 PAGE 1
Application fur Permit—Septic Disposal System gee
'limn of Qitecnsbnly 141 Bay Nod 0ut1111. y
0 ,NY 12804 PIS)761-81.f6 14 4
«` CCC ,r
I. OWNER INFORMATION: ._..._...._._..
Location of inatatlatiott: R t e 14 9 & 9L
Wilco Use
\ 1
3 ] . 2 2 Pilo I'onnit Ho,.- _ ....,_
Tex M,: :,'_. 2 7 ;
Gett Petroleum Marketin 1 ''r"t41
AmrInc.PO Box 9406 New Haven CT 06512 7 1. .
2. ..L*ISTALLER'SNAME : To Be Determined — PHONE No.
3. RESIDENCE INFORMATION: (circle year of dwelling,indlcats(l bedroom(s)and rnultiply r (1 p �j
bedrooms with npplicaliJto gallons per bedroom•-n at:inal Mist Ja:lj,Ik t L,.,)
Commercial
Year alloys': . Ne.oLlikiro_otaa_._is—S;st P.illatiwt Palle Flovl AUG 2 3 2001
1980 or older x ISO gaUlxlrm __ ---Te ®�����fgsmmy
1980—1991 _ x 130 gal/Unit �1J1L�ilyr.AN®(�O®E
1991—present _ .; I l(r g'i/bd�n•, - J. ,7 0 0
Garb skinner installer; yes— / no X__
Spa or'Whirlpool Installed yes_____ 1 no X
4, PARCEL.INFORMATION: (circle apl:l :able i"^'rtntet:an&indicate rroar.trenii;:etsf
;1:op.9.t,',L11111it �Vlt.i�(ntti-to_-_. 0. ttt.lutu tet.tir.....L!c:!'.00k-of_Iiiii ;. tt�?.Soto'1;;;__ _r!e;I R!Ic YVMor.Surrply
MN X —i ,terry.! X i ur Ivtx,r rt,y,th rr:n•h.if rlry:ilk ruulitrttl,i/
Rolling luau 51.9.__Jiat >ill_Ieel well X
Sitep Jlape clay tTwell;watcr.ciy,ply
2 %slope other front any scprfe.rvgenr
depth: absorption Is 2 4 5,J1.
otter
-• Percolation Test: (7'o be completed by licensed professional engineer ornrtliIiecr)
hale: K 2 minute per Inch (See stamped Plan by 'Engineer)
S, PROPOSE SYSTEM: E4t New Cvnslnlsiii. Alt Individual sewage dispotni systtuns mast be dcslgncd by it licensed
professional engineer or arcbilecl(unless installed Ina Planning Ito;ud approved sulxliyisioa). Add 25(I gtiUtius to Ilia size
of the scant:tank awl leach!kid fur each(kitbags;(kinder,Spa or Wldillxuil Tub.
Septic Tank; 2-,n n n gailwr(rnfn,,rize 1,000 got)
Tile Field: each trench—8 5 Jt• 'Dotal System Largtin 6 8 0 _,J)•
Seepago Pit(a): nilntber of size°J'etich: J1. by _Jt.
Size of Stone to be used: If 31,4:.:,t0=It'"I:or thrcktieia „_L,_..,,•ir(
1 & 1/2 xinch stone
Bed System Size: _
• Alternative System: length tmdior zlze -
6, HOLDING TANK SYSTEM: (if required)
Nr:nber of tanks: / Sizo of oacb:___t_gt;iun• ,t i r7TAL Capacity: gallons
•
Nose: Alarm System and associated electrical wofk must bo inspected by a Town approved
electrical inspection agency.
7, SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please road)
!for your protoctlot,plonee note Utnt'menthol to Section I3G-7.I'of tlto Code urlho Town
orQueon.bary,any permit or approval nrnntod witIett is bn,nII i.pcnt or is grinned In
rettanoa upon any enntorinl mint aprosoulntioi or railuro to make,n ivaloi ill{feel or
•
Giro untatomic known by or on ttolinif of on apprk itt,shrill bo void.
•
I have road tdeo-regulations with roapect to this application and agroo to ebido by ikon and all
roquiromottts of tllo Town of c ueein:Wiry Sanitary Sowago Disposal Ordinance,
0..9 (g .
Ignature of teepee lots er:on Date
v 1
A
LANDSCAPE AREA
.LEGEND
RESIDENTIAL
/ 103.40
......� 500.00
VERSALOK BLOCK RETAINING WALL
81,50,4(�„
E -�'• "�
�-
296 LG.
1 3.3 CS
103.59
_
V = 95.50
6'x80'BED
�`
// /
103.10 TP
�"~'!
PI
1 - 24" DIA. PERF. PVC
TP 2
Z
1
P�
102.0 TW
/
'0-5 �/
103.59
20' - 6" PVC
---`
00'0 BW
'� PUMP CHAMBER
103
1O4 /
103
Q�
2 PUMPS ALTERNATING TO FIELDS FOR SEPTIC SYSTEM INVERTS
...... _ , r...
- ._.. e..., ., _ _ . TP
A- SEE PROFILE ON DWG. TS-25
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Il BC
1' 99
0 \ 0,
r� N 78029) W
0
0
10'; x 72' BED
3 - 24"DIA. PERF. PVC
Test Pit '1 Test Pit 2
2" A 2 A
4.
C1
Sand
10 YR4/4,.
Ct
Sand-
'10 YR4/4-
60"
Pit filled with Iron Pipes
stopped excavation
Performed By. Gail Ceresia
Date: 7/6/99
96"
ESHGW > 96" (bottom
of test pit)
Performed By. Gail Ceresia
Date: 7/6/99
Test Pit 8 Test Pit 9
2 A 2 A
�wrand�, Sand.
,�
10 YR4f4 10 YR4/4
26" 26"
.. C1
s C1 ,:..,Sand
10 YR6/3
10 YR6/3. -
60" 60"
Performed By. Gail Ceresio Performed By. Gail Ceresio
,.
Date; 8/1/99 Date: 8/1/01
Test Pit 3
Test Pit 4
Test Pit 5
FARM TO MARKET ROAD ROUTE 149
Test Pit 6 Test Pit 7
43" C2 C2: Sand, Soil Color:
2 •'� • • • 10YR3/6, >10% Mottles
66 -_. ":. ':�. -.'":. (10YR6/3)
<C1 C1 • . .• . .• .
"Sand Sand:".. ,;C2 C2: Very Fine Silty
78" ' Sand, Soil , "!-.6 3'•
10 YR6/3 10 YR6/3 . - , • �' Color:10YR4/3, >5% ~ • _Sand
mottles z''• mottles (10YR4/6 and oL,,Ck1O YR6/3:•,;�:.
:C3 10TR 6/1) due to .;: ;;,
Z : and capped water line and •,'i `'*
-10 YR5/3 installation of water line • • ►.
• 96-
120" 120" 120" f » Test pit inconsistont with
» rest of site, probably disturbed
ESHGW > 120 (bottom ESHGW > 120 (bottom Wing from face: 60" during roadway and service
of test pit) of test pit) Performed By. Gail Ceresia station construction
Performed By. Gail Ceresia Performed By. Gail Ceresia Date: 7/6/99 Performed By. Gall Ceresia
Date: 7/6/99 Date: 7/6/99 Dater 7/6/99
Percolation Tests # 8 & #9
Less than 2 minutes/inch
96"'..-.... ,. I.
Weeping from face: >96"
Performed By. Gail Ceresia
Date: 7/6/99
1 15' - 2" PVC
FORCE MAIN
(R�-S PAR1�1
97.70
DRAIN BED
16' x 62"
5 `- 24"DIA. PERF. PVC
SEE SECTION C-C
i
_ _---
24" RC
DESIGN DATA: I I
THE PROPOSED SERVICE STATION CONSISTS OF A 2,000 SF
CONVENIENCE STORE WITH 2 RESTROOMS. EACH RESTROOM
CONTAINS 1 TOILET. THE CONVENIENCE STORE WILL HOUSE
A FOOD SERVICE OPERATION WHICH WILL SEAT 8.
SERVICE STATION:
LOADING RATE PER TOILET = 400 GPD
(2 TOILETS)(400 GPD/TOILET) = 800 GPD
FOOD SERVICE OPERATION:
LOADING RATE FOR 24 HOUR RESTAURANT IS 50 GPD/SEAT
(8 SEATS)(50 GPD/SEAT) = 400 GPD
DESIGN SYSTEM FOR 1,200 GPD
(1,200 GPD)/(0.9 GPD/SF) = 1,333.3 SF
(1,333.3 SF)/(2 FT TRENCH WIDTH) =. 667 LF OF TRENCH
REQUIRED
8 TRENCHES AT 85 FT = 680 LF PROVIDED
GREASE TRAP:
RESTAURANTS:
(8 SEATS)(5 GAL)(1.7 STORAGE CAPACITY)(24 HOURS)(1/(2))(0.8 (MAIN
HIGHWAY) = 652.8 GPD
USE 1,000 TO 1,500 GALLON GREASE TRAP
MAINTENANCE NOTES -
GREASE TRAP MUST BE MAINTAINED EVERY 3 MONTHS AND PUMPED OUT
AS NEEDED OR ATLEAST ONCE A YEAR.
PUMP STATS:
PUMP OFF: 6"
PUMP ON: 16"
HIGH LEVEL: 21 "
DOSE: 224 GPD
DOSE 100 GAL/MIN
STORAGE CAPACITY AFTER ALARM: 1235 GAL
T6,a 0 9-1--
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PROJECT SITE A,1
SEPTIC TANK: (1,200 GPD)(1.5 DAILY FLOW) = 1,800 GALLONS ��^aj 'ME
S FOR
��
USE 2,000 GALLON TANK
MAINTENANCE NOTES: COIST
1. DO NOT USE GARBAGE GRINDERS
2. PUMP TANK EVERY 2 YEARS OR WHEN SCUM LAYER IS WITHIN 3" OF
THE BOTTOM OF THE BAFFLE OR TEE, OR IF SLUDGE LEVEL IS WITHIN 8"
OF OUTLET.
FILL NOTES:
1. FILL MUST PERC AT A RATE OF 8-10 MINANCH
2. STRIP SOIL TO 44" THROUGHOUT ABSORPTION BED FOOTPRINT AND
STOCKPILE.
3. MAY BLEND A SANDY LOAM SOIL WITH RECENTLY STRIPED SOIL TO
OBTAIN FILL FOR ABSORPTION BED OR BRING IN SANDY LOAM SOIL THAT
PERCS AT A RATE OF 10 MIN/INCH.
4. COMPACT FILL TO 80-90 PERCENT OF THE STANDARD PROCTOR
DENSITY TEST. SOIL SHOULD BE COMPACTED IN 8"-12" LIFTS AS
FOLLOWS :"THE PERCENT STANDARD PROCTOR DENSITY MAY BE
DETERMINED BY MEASURING THE IN -PLACE DRY DENSITY OF THE FILL
(USING ASTM TEST METHOD D1556) AND DIVIDING THE RESULT BY THE
MAXIMUM DRY DENSITY OF FILL (ASTM TEST METHOD D698). AN
ALTERNATIVE TEST METHOD FOR DETERMINING SOIL DENSITY (AS SPECIFIED
BY ASTM) MAY ALSO BE USED IF IT IS MORE APPROPRIATE TO LOCAL
CONDITIONS.".
5. ABSORPTION BED FILL MUST BE PERCOLATED BY ENGINEER OR
DESIGNER AND WITNESSED (IF NECESSARY) BY THE QUEENSBURY HEALTH AGENT
PRIOR 1INSTALLA11ON OF TRENCH STONE AND LATERALS.
6. THE SYSTEM SHALL NOT BE COVERED UNTIL AN INSPECTION HAS
BEEN MADE BY THE HEALTH DEPARTMENT AND THE ENGINEER AND THE
SYSTEM IS APPROVED.
PUMP CHAMBER WILL BE INSPECTED DURING OPERATION.
EXISTING DRAIN
EXISTING SEWER
EXISTING GAS
EXISTING WATER
EXISTING TELEPHONE
PROPOSED SEWER
PROPOSED DRAIN
PROPOSED WATER
PROPOSED ELECTRIC/TELEPHONE
CATCH BASIN
MANHOLE
UTILITY POLE
LIGHT POLE
NEW BIT. CONC. CURB.
IRON PIN FOUND
DRILL HOLE FOUND
EDGE OF WETLANDS
HIGHWAY DEPT. MONUMENT
STONE WALL
DRAINAGE FLOW DIRECTION
PROPOSED IRRIGATION
HOSE BIBB
EXTERIOR WALL OUTLET
D
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OHM
CB
DMH
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LP>IP
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oDH FOUND
GENERAL NOTES:
1. THE CONTRACTOR SHALL INSURE THAT ALL CONSTRUCTION AND
MATERIAL ARE IN CONFORMANCE WITH SECTION 75-A REQUIREMENTS.
2. ALL PVC PIPE AND FITTINGS SHALL BE TYPE PSM PVC SDR 40 AND
SHALL CONFORM TO ASTM 3034, H-20 LOADING. WIDE SWEEP FITTINGS
SHALL BE USED AT ANGLE POINTS IN LINES.
3. EXTEND SEPTIC TANK ACCESS PANELS TO FINISHED GRADE.
4. PROVIDE PUMP CHAMBER MARKER TO FINISHED GRADE.
5. DISTRIBUTION LATERAL SHALL PITCH 0.5 %.
6. PIPE CAPS SHALL BE PROVIDED AT THE OUTLET END OF
DISTRIBUTION LATERALS, UNLESS A VENT IS REQUIRED.
7. LINES FROM BUILDING TO TANK AND FROM TANK TO PUMP CHAMBER
CV SHALL PITCH A MINIMUM OF 1% AND A MAXIMUM OF 2%.
8. INLET AND OUTLET TEES SHALL BE A CAST IRON, SCHEDULE 40
PVC, OR CAST IN PLACE CONCRETE, AND SHALL EXTEND A MINIMUM
OF THREE INCHES (3") ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE
ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER
THE CLEAN OUT MANHOLE. THERE SHALL BE AIRSPACE OF AT LEAST
THREE INCHES BETWEEN THE TOPS OF THE TEES AND THE INSIDE OF
THE TANK COVER, AND THE TOP OF THE TEES SHALL BE LEFT OPEN
TO PROVIDE VENTILATION OR SEPARATE VENTILATION SHALL BE
PROVIDED. THE INLET TEE (BAFFLES ARE NOT ACCEPTABLE) SHALL
EXTEND A MINIMUM OF TEN INCHES BELOW THE FLOW LINE.
9. TANKS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE TO
75A 6. GENERAL REQUIREMENTS: TWO COMPARTMENT TANK DIVIDING WALL
SHALL EXTEND FROM TANK BOTTOM TO 6" ABOVE FLOWLINE. ELBOWS OR
HORIZONTAL SLOT AT LEAST 4" HIGH MAY BE USED TO CONNECT
COMPARTMENTS. USE TANKS WITH A LIQUID DEPTH OF 30 TO 60 INCHES.
10. ALL JOINTS SHALL BE SEALED SO TANK IS WATERTIGHT, JOINTS BELOW
LIQUID LEVEL MUST BE TESTED FOR WATERTIGHTNESS PRIOR TO BACKFILLING.
11. ALL TANK CHAMBERS SHALL BE SET LEVEL ON A 12" BED OF 3/4"
STONE.
12. LOW VOLUME PLUMBING FIXTURES TO BE USED THROUGHOUT.
13. THE INSTALLER SHALL KEEP AND MAINTAIN AT THE JOB SITE A
COPY OF THE PLAN AND PERMIT DURING THE COURSE OF THE WORK.
14. ANY ALTERATION TO AND/OR DEVIATIONS FROM THIS PLAN REQUIRE
PRIOR APPROVAL OF THE DESIGN ENGINEER AND THE APPROVING
AUTHORITY.
15. IT IS THE OWNERS RESPONSIBILITY TO INSPECT THEIR SEPTIC
TANK AND TO HAVE IT PUMPED WHEN THE TOTAL DEPTH OF SCUM AND
SOLIDS EXCEEDS 1/3 THE LIQUID DEPTH OF THE TANK.
16. THERE ARE NO KNOWN PUBLIC OR PRIVATE WELLS WITHIN 100' OF
THE PROPOSED LEACHING SYSTEM.
17. THE CONTRACTOR SHALL DRIVE STEEL "REBAR" INTO THE GROUND 6
INCHES BELOW FINISHED GRADE AT THE END OR EACH TRENCH TO
ALLOW FOR MAGNETIC LOCATION OF THE TRENCHES. THE CONTRACTOR
SHALL ALSO PROVIDE THE ENGINEER WITH THE MEASUREMENT TO
EACH COMPONENT OF THE SYSTEM FROM TWO BUILDING CORNERS.
18. THE SYSTEM SHALL NOT BE COVERED UNTIL AN INSPECTION HAS
BEEN MADE BY HEALTH DEPARTMENT AND THE ENGINEER AND THE
SYSTEM APPROVED.
19. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY BASED ON AVAILABLE DATA AND ALL
UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL CALL THE UFPO NUMBER AND HAVE ALL
UTILITIES MARKED ON GROUND.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
20. ALL MATERIALS AND CONSTRUCTION PRACTICES ARE TO BE IN
COMPLIANCE WITH THIS PLAN, SPECIFICATIONS, 75A NY REGULATIONS AND
APPLICABLE TOWN OF QUEENSBURY REGULATIONS.
3URY
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RECEIVED
Q pEES , +
PT'
� .P,g?�/yTF'ycy `
AUG 2 3
zoos
a TOWN OF QUEENSBURY
)N BUILDING
REVISED: 8-16-2001 REMOVED DOSING CHAMBER; CHG'D PIPING JWT
17EVISED: 7-27-2001 SEPTIC & GRADING CHG'S JWT
REV: 7-17-2001 ADD RETAINING WALL/REGRADE AS REQ'D
& PER C.T. MALE CHG'S JWT
REVISED: 7-2-2001 CANOPY, ISLANDS, & CURB CUTS S.P.
Getty
PETROLEUM MARKETING INC.
SEPTIC PLAN
21�0
ROUTE 149 & 9L
QUEENSBURY, NY.
(STATION NO. 58733)
DATE: 5-15-01
SCALE: 1 "=20'
DECKER & COMPANY
33 PARK PLAZA
DR. BY: S.P./JWT
FILE: G2829
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ETIC TANK .QED
NOTES' GRFESL IS DETAIL (S—E) GREASE TRAP DET61L (END)
1, USE FORT MILLER 2.000 GALLON SEPTIC TANK OR APPROVED EQUAL. NOTES:
SELECT FILL
2. CONCRETE: 4,000 PSI 1. USE FORT MILLER 1,500 GALLON HEAVY DUTY GREASE TRAP OR APPROVED EQUAL.
.
3. REINFORCMENT: ASTM A615 GRADE 60 2. CONCRETE. ' 4,000 PSI
'..
4. ENTRAINED AIR: 5.0%-9.0% 3. REINFORCMENT: ASTM A615 GRADE 60
3. , MEETS ASTM C890 4. ENTRAINED AIR: 5.0%-9.07J:
"
6.' OUTSIDE DIMENSIONS: 13'-0"(L)x7 -0 (W)x5 -11 (H)
7. ZABEL FILTER TO BE INSTALLED AT SEPTIC TANK INVERT OUTLET.
5. MEETS ASTM COVVFn
6. OUTSIDE DIMENSIONS: 11'-0'(L)x6'-0'(W)x6'-8" (H)
EXISTING S — I
T
—J 11~11�t I L—L Ltd
CROSS
SECTION OF TRENCH DETAIL
NOT TO SCALE
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PERFORATED SLOPE:
.._._.._---------
o
{ I
FROMCPUMP
SLOPE
L _ _ _ - _ _ _. _ J
CHAMBER
_ _ -- ----
6'
SLOPE
o
._ _-_ _...-_ _ _.- _ _.�•_.- -_ __ ____
�.____ .. _
o
SLOPE
SELECT FILL (SEE FILL NOTES) \
3' OiA. ACCESS COVER AND FRAME
o
CONC. BLOCK AS REO D do
SET TO FINISH GRADE.
PERFORATED SLOPE
a
SOLID WALL
PVC -"►
PIPE
EARTH BACKFILL
PERMEABLE GEOTEXTILE UNTREATED
BUILDING PAPER OR 4" HAY/STRAW
DOUBLE WASH STONE 3/4"-1 1/2"
PUMP SYSTEM NOTES:
1. PUMP CHAMBER: PC1700, 6'X6'X7'-10" WITH 30" DIAMETER TOP
OPENING CENTER CUT WITH CONCRETE H-20 WELL TILES WITH METAL
FRAMES AND COVERS.
2. INSTALL DUAL (2) HYDROMATIC SUBMERSIBLE SEWAGE PUMP MODEL
SP40, .4 HP, 115 VOLTS, 1 PHASE, 1750 RPM (CALL EMMONS
PUMP:(518)271-2580)) OR APPROVED EQUAL.
3. PIPING WITHIN PUMP CHAMBER SHALL INCLUDE A GATE VALVES & UNIONS.
THE VALVES WILL BE LEFT OPEN TO ALLOW FORCE MAIN LINE DRAINAGE
BACK INTO PUMP CHAMBER.
4. INSTALL THE FOLLOWING LEVEL SWITCHES AND ALARMS THAT ARE
COMPATIBLE WITH PUMPS. HIGH LEVEL SHALL HAVE A BUZZER IN THE
STORE AND SHALL BE POWERED BY A SEPARATE CIRCUIT OTHER THAN THE
THE WING HEIGHTS FROM THE BOTTOM OF THE PUMP CHAMBER SHALL BE
USED FOR THE LEVEL SWITCHES; PUMP OFF= 6", PUMP ON= 16", HIGH
LEVEL ALARM- 21 ".
5. ALL COMPONENTS SHALL BE COMPATIBLE AND INSTALLED PER
MANUFACTURES SPECIFICATIONS.
6. PANEL TO BE INSTALLED IN STORE AS PER MANUFACTURES
RECOMMENDATIONS. PUMPS TO BE CONTROLLED TO LEVELS SHOWN ABOVE
(MODEL 122 CONTROL PANEL). USE 1221W114H 10E17D DUPLEX
ALTERNATIW,ONTROL PANEL WITH FLOAT ACTIVATION, HIGH WATER ALARM
LIGHT AWRN.
7. PUMP CHAMBER TO BE INSTALLED ALONG WITH 2" DISCHARGE PUMP
LIFT OUT SYSTEM.
8. BACKUP (THIRD) PUMP MUST BE KEPT AVAILABLE ON -SITE.
9. THE SYSTEM SHALL NOT BE COVERED UNTIL AN INSPECTION HAS
BEEN MADE BY THE HEALTH DEPARTMENT AND THE ENGINEER AND THE
SYSTEM IS APPROVED.
PUMP CHAMBER WILL BE INSPECTED DURING OPERATION.
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REV: 8-13-27-2001 REMOVED DOSING CHAMBER JWT
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REV: 7-27— 1 200 ADDEDREVISED
EV SEO SEPTIC PROFILE
S C P OF WT
LE J
too
etty
to
PETROLEUM MARKETING INC.
SEPTIC PLAN D ETAI LS',
x
FOR
ROUTE 149 8c 9L
QUEENSBURY, NY.
(STATION NO. 58733)
DATE:
5-15-01
SCALE:
AS NOTED
DR. BY:
S.P./JWT
FILE:
G2829
DECKER & COMPANY
L33 PARK PLAZA MAI
E