septic as built Rc -o5.\-a3--zo1ck
_ W I N C H I P 36 Cougar Lane Phone: (518)494-2555
ENGINEERING PC 36
Boa 116 Fax: (518)494-2566
Chestertown,NY 12817
November 11,2019 Job No.: 19-069
Page 1 of 1
Mailing Address: Patrick Seelye g 485 Glen Street
Glens Falls,NY 12801 NOV 12 20i
Job Address: 26 Reardon Road
Queensbury,NY 12803 TOWN OF OUEENSSURY
Tax Map#289.7-1-31
BUILDING& CLOPS
Dear Mr. Seelye,
On September 7th,2019,I visited the above referenced site.The purpose of the visit was to field
measure the as built construction of a new 1,250-gallon septic tank to replace a 1,000-gallon
septic tank,and to verify setbacks from the new tank to the residence and drilled well. Since that
date,a new 1,000-gallon effluent pump station has been installed with a single pump,relocated to
establish required setbacks to your drilled well and property line. The location of the existing
wastewater disposal field is shown on a previous site plan which was the subject of a Town of
Queensbury Local Board of Health variance 42,2001;installation and location of the field was
confirmed by the Town of Queensbury. The field capacity as certified by previous letter from my
office,and construction as certified by the town meets current town standards.
The location of the new septic tank and pump station is as detailed on the revised as built site plan
submitted by our office with this letter. The new septic tank and pump station are in compliance
with current Appendix 75-A standards.
If you have any comments or questions,please do not hesitate to contact me.
Yours truly,
PA, AS BUILT
Bret W. Winchip
NYS PE#083076
Winchip Engineering,P.C.
Copies:
Craig Brown-Town of Queensbury Zoning Administrator
SITE LOCATION
EXISTING THREE BEDROOM HOUSE
/ \ P
\ I
t F
`\ ` EXISTING 4'PVC SCH..O BUILDING SEWER •y' U3Y �`/ �r
' 1/6'PER FOOT MNIMUM SLOPE �
V/S
.filititi- ' -
'� - k
\ IXISRNG 4'PVC BCH.40 BUILDING SEWER ;✓
I • 1/6"PER FOOT MINIMUM SLOPE �,' F Z`
` ya
EXISTING GARAGE WITH ONE BEDROOM APARTMENT 5.
1 / ��( /
.--L.:,
....... 6 � O ,..... \ ,
'••••.„. 10.7.\,4011° i N. MAP
` --I \' T'WITH VALVE AM)DRAIN
111111110EKISTING
\ /COVER 2'0 EXTENSION
\ I 9 TO GRADE OCATON MARKER (2f RISEt COVER)1
!SHED GRADE X06-R12124.4 I?RISER/
%PLOSION PROOF JUNCTION BOX, .L
APPROXIMATE PROPERTY LINE ``\ NSTALL CONTROL PANEL IN HONE 120Y FFLUENT FILTER
(TYPICAL) / ��'. L'JT,R1.' NITARY TEE
/ ?FORCE MAN— —INLET AUl KED JOINT
1,250 GALLON 6'Of SAND.PEA I I (TYPICAL)
52S 59S
GATE VALVE PRECAST CONCRETE
DUSTING DRILLED WELL ``\ / PRECAST CONCRETESEPNC TANK / SEPTIC TANK GRAVEL OR 3/4 T•
\� 0 / I� yCHECK VANE 1.1/?AGGREGATE it
PUMP
umP ON
` /' / Q BLOCK FV1P .., ...r.'..-..-.,. PUMP OFF 247 3.0'MIN WALL
r AS REQURED —,-eIMAVEX THICKNESS
NOTES WATERTIGHT SEAL ALL FOUREDR PRECAST
O PRECAST OR POURED
/T. / a -SEA/ALL OPENINGS WATERTIGHT COVERS,JOINTS
•INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE AND PENETRATIONS CONCREIESEPTIC TANK
PVC SCH.N EFFLUENT 10 O -USE IWO GALLON SEPTIC TANK FOR PUMP CHAMBER wIM MOE DIMENSIONS OF 7.67'X 5.1 T fp INSPECTION I
SEWER 1/B'PER FOOT MINIMUM •��/ Q -EXISTING PUMP MAY BE REUSED IF CONTROLLERS AND HOAR MEET REQUIREMENTS BELOW. HOL ^` i
``', OTHERWISE PUMP SHALL BE GOULDS WE3312M,230 VOLT,1750 RPM SUBMERSIBLE
SLOPE / TO PUMP 30 GPM®31'iDH41111P 62.0 MBA'
/ -INSTALL GOULDSSI0015 CONTROL WITH ALARM LIGHT AND FLOAT INLET 6'0'� •/OUTLET
EXISTING 1,000 GALLON / 16_L
PRECAST CONCRETE PUMP S1A1ION ` \ SWITCHES AS REQUIRED-USE NEMA I FOR WSOE MOUNT I +
-PROVIDE T WITH GATE VALVE TO DRAIN J
-CONTRACTOR SHAH VERIFY EXISTING ELECTRICAL SERVICE PRIOR �.•--92A'—1
EXISTING?PVC SCH.40 FORCE MAIN \•\ / TO PURCHASING PUMP(S) I 98d
(1 WPSIINGIMUMEAT®) `` -USE THE
HE FFROSTING1FLOAT SETTINGS FOR
OVER FORCEGALLON PUMP
TO CONNECT TOlPSI DUSTING FORCE RMMN -PREMDE FROSTPROFLOAT SSOILCOVER A1E FGALLONPUMP CHAMBER
(OUT TO EXISTING APPROVED FELD) WITH INTERIOR DIMENSIONS OFLAT BY 5.17.FOR ALTERNATE CHAMBERS.CONSULT ENGINEER: 1,000 GALLON CONCRETE PUMP TANK
PUMP OFF-6-ABOVE BASE(1692 GALLON RI TANK)
10 WASTEWATER SETBACK PUMP ON-7T ABOVE BASE(1793 GALLON IN TANK) (N.TS.)
DOSE=179 GALLONS-169GALLONS=302 GALLONS
SITE PLAN ALARM-1r ABOVE BASE STORAGE ABOVE ALARM=1000 GALLONS73 7 53 TANK)
OK
1"=10. AS ILAT PUMP SW.LOCAI%JN P INN NOR
PUMP STATION DETAIL *ABCNLOCAIISA oM:19 PM °"1
w flABONfDUR 09I1-I9 BWW D.
RFpAILM NM* (N.TS.) Ix,COTOIIGR ILL. RWw D.ffiWFON%ATKOVN 9Ha1P NM Ow
Iwew«TRr 9wsl. WNW RNIA
I(WASTEWATER SYSTEM COMPONENTS MUST BE INSTALLED AS DETAILED ON ENGINEERING PLANS.ANY > s„ -
a ®e. ,. >�
CHANGES TO COMPONENTS.ARRANGEMENT OR LOCATION REQUIRES APPROVAL OF ENGINEER, DOSING COMPUTATION REVISIONS
AND POSSIBLY JURISDICDONALAUTHORIRES.PRIOR TOINSTALLARON. PIPE VOLUME•56'2 X 0.65 GAL/FT NOTE NOTE SCALE I'•10
2)SEPTIC TANKS MUST COMPLY WITH ALL NEW YORK STATE DEPARTMENT OF HEALTH AND/OR NEW Prof VOLUME=b GAL s
YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION STANDARDS. a CRE BY:BNM
REQUIRED DOSE=36 GAL%0.15 a CHID BY:2NM
3)WE ARE UNABLE TO CERTIFY INSTALLATION OF SYSTEMS WHICH DO NOT CONFORM TO THE REQUIRED DOSE=2)GAL � tlM p�� .«^' =m S+L DATEON-2T-19
SPECIFICATIONS CONTAINED ON THE ENGINEERING PLANS AND DETAILS.IF THERE ARE ANY .,„"... „.m•.Z.o..,.rnm.nn.•mwmT
QUESTIONS REGARDING INSTALLATION,PLEASE CONTACT US FOR CLARIFICATION. DOSE PROVIDED=7.6T X5.1T Xh=3.3 CF/IN �•�.opa.mre..u�m•..rwuo•e.•c cwm� SHEET NO.IOF1
DOSE PROVIDED•33 CF/IN%15 GAL/CF OF NE* PROJECT:WASTEWATER UPGRADE PLAN TA%MAP*SB9.1-1-31
DOSE PROVIDED=24.75 GAL/IN
NOTE: DOSE PROVIDED•24.75 GAL/NJ X 1.2 IN ..�µ1F'%9 SITE PLAN
DOSE PROVIDED:3U2 GAL m C " T
IF-AS BUILT PLANS AND/OR CONSTRUCTION DOCUMEITAPON 0 DOSE PROVIDED=18 GAL ORM y lA TOWN OF OUEENSBURY.WARREN COUNTY,NY
REQUWED.ENGINEER MUST BE NOTIFIED AND PERFORM SITE ,W I N C H I P I•R a0R
OBSERVATION PRIOR TO BACKFILL. - P.O.Box 116.36 COUOo,LOT1e
��]]]������....w�YYY Chestertown.New Yoh 12817 19-069
L N G I N EE R I N G.K Phone:(SIB)494-2555 ST-001
DATE 09-1819 Fm:(51B)494-2566