septic as built RUCINSKI HALL ARCHITECTURE ���.4/
Ronald Richard Rucinski 5��G•J
G`
Ethan Peter Hall C�
134 Dix Avenue �0 (�
ce
Glens Falls NY 12801 Q.
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
9 Park View, Town of Queensbury
22 January 2019
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Installation of New Sewage Disposal System
At the above referenced project location this office observed the installation of the new bed system
with Eljen modules, septic tank and distribution box prior to back fill. These installations are
acceptable to this office. If there are any questions please contact our office to discuss.
Regards, -
449 ",7*--'. '---'77 w47/70&„
Q W L6' Li W ig ii
Ethan Peter Hall -
Architect < - - 14,,,,,,9
1i1II FEB 21 2019
,` -'„> TOWN OF QUEENSBURY
BUILDING&CODES
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AS BUILT
Y:\!Mac\Septic Letters\Septic Letter-9 Park View Gammon-21 January 2019.doc 1
RECOMMEND ALI. ACMSS GENERAL SANITARY NOTES:
APPROXIMATE & CLEANOUT 0PENINGS GENERAL NOTES -
FINISH GRADE BE RAISED TO 8 BELOW [ECEOW
FINISH GRADE. THE BEST DESIGNED AND INSTALLED SEPTIC TANK SYSTEM WILL EVENTUALLY FAIL INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES FEB 2 1 2019
� INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF EANK AND SEWAGE
TO PERIODICALLY LEGEND
BACKUP INTO HOME AND/OR `SWAGE OVERFLOW ONTO GROUND SURFACE. FAILURETOWN OF QUEENSBU
CONCRETE OR STONE CLEAN SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FIELD _ _ __ _ BUILDING&CODES
MARKER ABOVE ALL BY OVERFLOWING SOLIDS NOT REMOVED BY SEPTIC TANK, - PROPERTY LINE
BURIED COVERS __------------------- PROPERTY LINE SETBACKS C D b �b • 2eA t)
3" GID RECOMMENDED. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL FOR THIS LOT ONLY. NO
------ LJ(�IJID LEVEL TO p-BOX ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS HOUSE WITHOUT THE APPROVAL E E E E 0 AS-BUILT 4 JAIL 2019
1 MIN. SLOPE OF THE BOARD OF HEALTH AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE UNDERGROUND ELECTRIC SERVICE No. DESCRIPTION DATE
/4 PER FOOT z z � ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR EXPANSION OR REPLACEMENT.- MIN. SLOPE _.. v w w w WATER SERVICE REVISIONS
o
1/8" PER FOOT INLET BAFFLE 12" MIN. OVER OVER N GARBAGE GRINDERS ALLOWED UNLESS INSTALLED AS INITIAL CONSTRUCTION OF THE HOUSE AND
00 ALL STRUCTURES 0 G B GE G N L D E S S E/P EDGE OF PAVEMENT
%'
INLET & OUTLET #1 DISTRIBUTION BOX THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250 GALLONS W
BAFFLES BY FORT MILLER OR w rAs w - gas
( • NO SUMP PUMP, CONDENSATION LINES WATER SOFTENER, SPAS, HOT TUBS OR WHIRLPOOLS SHALL UNDERGROUND GAS SERVICE [, o
a
o EQUAL BE DRAINED INTO SYSTEM. O
FROM SEPTIC-- 4" PVC C
SEPTIC TANK o o' TANK ® Cil A �"� Z Q
BY FORT MILLER OR pr''� w o OBSERVE WATER CONSERVATIVE PRACTICES, r �'"" � = z
EQUAL -� �! 0 °Qfl 00 ALL OUTLET INVERTS GENERAL N O TE J 2 Q z
°0 °° TO BE SET AT SEPTIC TANKS SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY W V , U
MINIMUM 2x WIDTH PEA THE HOMEOWNER OR A QUALIFIED SEPTAGE HAULER. THE AMOUNT OF BUILD UP NOTED AT EACH �""' � V �
MAXIMUM 4x WIDTH EXACTLY THE SAME THERE ARE NO WELLS EXISTING WITHIN 100 FEET OF THE BOUNDARY
GRAVEL ELEVATION. INSPECTION SHALL BE RECORDED AND MAINTAINED IN A RECORD BOOK. THE TANK SHALL BE PUMPED OF THIS LOT EXCEPT AS SHOWN. _ Z m g
(USE OF SPEED LEVELERS WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHED OF THE BOTTOM OF THE OUTLET (3 Q J
" 00 0000 REQUIRED) BAFFLE OR SANITARY TEE. THERE SHALL BE NO DEVIATION FROM THESE PLANS DURING CONSTRUCTION CL o o
PROVIDE 3 SAND OR 60rp0O MOST TANKS SHOULD BE PUMPED EVERY TWO OR THREE YEARS WITHOUT PRIOR APPROVAL OF THE ARCHITECT, THE DEPARTMENT Q z 0
PEA GRAVEL UNDER TANK OF HEALTH, AND THE TOWN OF QUEENSBURY BUILDING DEPARTMENT. „J J `F_- o
t BOX
0 � 0DISTRIBUTION THE MATERIALS AND SPECIFICATIONS NOTED ON THE PLANS MUST BE UTILIZED .-
S E P TI C TANK DETAIL N.T.S. WHEN SEP11C TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES HOUSE SEWER CONNECTION AND TANK UNLESS ALTERNATES ARE ACCEPTED AND APPROVED IN WRITING BY ,Q ¢ ` " w �
N.T.S. Zo r Z _
OUTLET PIPE SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM THE ARCHITECT - r N N 0 � Cr- Li
F- Li
AS DESIGNED MUST BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED, "a v W Lj
`�o
FOLLOW ALL MANUFACTURERS INSTRUCTIONS FOR COMPONENT INSTALLATION v c} r.r o � z
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK W > Q
PER APPENDIX 75-A ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK AND SYSTEM MUST BE A UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. v.°1 0 �,oo Q z
TANKS SHALL HAVE INLET AND OUTLET BAFFLES, STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE Z A cc
S MANUFACTURED BY FORT MILLER 0R EQUIVALENT. D.E.C. PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER �� `�� �
SANITARY TEES OR OTHER DEVICES TO PREVENT BEING PUMPED OUT. INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED v c o w Q) _
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE v
DISTURBANCE OF SETTLED SLUDGE AND FLOATING 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR BY THE ARCHITECT PRIOR TO BACK FILLING PIPES, TANKS, WELL SEALS ETC. ' w .5 X E
SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEP11C SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE O w - I
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS �w �� >�-�-�
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS PROPER OPERATION OF THE HOUSEHOLD SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC NO ROOF, FLOOR, FOOTING, COOLING WATER, BACK WASH DRAINS ETC. SHALL BE
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD RESULTING IN PREMATURE FAILURE.
ARE STRONGLY RECOMMENDED IN ALL TANKS. NECESSARY TO ACHIEVE A STABLE FOUNDATION. . CONNECTED TO THE SEWAGE TREATMENT SYSTEM AND ALL DISCHARGES SHALL BE
DIRECTED AWAY FROM TREATMENT AREA.
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM DO NOT DISPOSE OF EXCESS HOUSEHOLD GREASE AND FAT DOWN THE DRAINS WORK IS TO BE AS SHOWN &
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS.SHALL BE EXTRA HEAVY NOTED AND IN ACCORDANCE
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF THE
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS WHENEVER SEPTIC TANKS ARE TO BE ABANDONED (I.E.WHEN PUBLIC SEWERS ARE INSTALLED TO HANDLE SEWAGE TREATMENT SYSTEM CONTRACTOR IS REQUESTED TO INSTALL SAFETY FENCE WITH MANUFACTURER'S
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN HOUSEHOLD WASTES) THE TANKS SHALL BE REMOVED OR PUMPED OUT AND REFILLED WITH SOIL AROUND THE PERIMETER OF THE SEPTIC AREA TO ELIMINATE TRAFFIC OR PARKING IN THIS AREA. RECOMMENDATIONS, TRADE
WIT
H TH LIQUID DEPTH OF 40 INCHES OR GREATER. TO PREVENT FUTURE CAVE-INS. ASSOCIATION PUBLISHED
THE DISTANCE BETWEEN THE OUTLET BAFFLE AND THE SEED AND LOAM TO PROTECT FROM EROSION UPON COMPLETION OF THE INSTALLATION OF THE SANITARY SYSTEM, AND INSPECTION BY RECOMMENDATIONS AND
OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE DO NOT POUR OR DUMP EXCESS CHEMICAL CLEANERS IN THE SINKS OR TOILETS. THE ARCHITECT, AN AS-BUILT PLAN SHALL BE PREPARED BY THE ARCHITECT GENERALLY ACCEPTED LOCAL
CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO 44itA CERTIFICATION OF THE INSTALLATION ALONG WITH THE AS-BUILT PLAN SHALL CONSTRUCTION INDUSTRY
CORROSION, DECAY OR CRACKING. NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF SEWAGE DISPOSAL AREA BE SUBMITTED TO THE TOWN OF QUEENSBURY BUILDING DEPARTMENT' PRIOR TO PRACTICES.
GEOTEXTILE FABRIC ISSUANCE of A CERTIFICATE of OCCUPANCY.
CLEAN FILL t DO NOT DISCHARGE ROOF DRAINS ONTO GROUND NEAR SEPTIC SYSTEM OR ALLOW THE DISCHARGE
PER DESIGN FROM ROOF DRAINS TO GO OVER THE LEACH FIELD
L THE SUBSURFACE DISPOSAL FIELD IS DESIGNED FOR DOMESTIC WASTE WATER ONLY SYSTEM DESIGN CRITERIA
7,! THE SEPTIC FIELD 1S DESIGNED BASED ON THE PROJECTED FLOW RATES ANY USE OF THE BUILDINGS THAT HAS A DESIGN FLOW:
GREATER DISCHARGE OF WASTEWATER FLOE THAN DESIGNED WILL REQUIRE REDESIGN OF THE 3 BEDROOM HOUSE 0 110 GPD/BR = 330 GPD.
PER SUBSURFACE DISPOSAL SYSTEM.
PER DESIGN PERC. RAT OF ON-SITE MATERIAL:
DESIGN 1" IN 5 MINUTES MAX. PER SPECIFICATIONS
SPECIFIED SAND
DESIGN APPLICATION RATE:
„ �� USING A DESIGN RATE OF 1" IN 5 MINUTES, THE APPLICATION RATE IS .95 GPD/SF OF BED ,,,,�„�„�
TEST PIT INFORMATION PERCOLATION TEST INFO
IN. SYSTEM DESIGN:
PER DESIGN TEST PIT INFORMATION TAKEN - 21 JUNE 2018 BY TEST PIT INFORMATION TAKEN - 21 JUNE 2018 BY FOR ELJEN IN-DRAIN SEPTIC SYSTEM REQUIRED SF OF caw)
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE ABSORPTION BED = 330 GPD/.95= 348 SF - 15 MODULES REQUIRED
USE 3 ROWS OF 6 MODULES= 18 MODULES AT LENGTH OF 0
ABSORPTION BED = (6/ROW X 4'/MODULE)+ 2' PERIMETER SAND= 26'
p,
WIDTH OF ABSORPTION BED=348 SF/26' =13.35' 00
T Y�/PICAL VERTICAL SECTION TP-1 PT-1 SPACING: CENTER-TO-CENTER=4.448'• CENTER-TO-OUTSIDE= 2.224' � ""� r--►
0-12" DARK BROWN LOAM TOPSOIL
2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. TT
. L�
SEED AND LOAM 1st TEST 1'-40" 3rd TEST 2'-21" C) Q
12--36" MEDIUM BROWN/RED SAND 2nd TEST 2'-0$" 4TH TEST 2'-28" Q
ism moll, 36-68" M ED TO UGH T BROWN COURSE SAND CONSTRUCTION INSPECTION NOTES.
CLEAN FILL GEOTEXTILE W/ TRACE GRAVEL
PT-2
THE ARCHITECT SHALL OBSERVE SYSTEM INSTALLATION; CERTIFY THATPER DESIGN FABRIC NO ROOT BASE THE CONSTRUCTION FOLLOWED THE APPROVED PLAN; FURNISH AN "AS-BUILT" PLAN TO '
2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. THE TOWN OF QUEENSBURY.
7�� NO SEEPING OR STANDING WATER Q
NO MOTTLING LINE PRESENT 1st TEST 1'-32" 3rd TEST 2'-06" PERIODIC OBSERVATION OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED BY
2nd TEST 1'-53" 4TH TEST 2'-20" THE ARCHITECT
PER DESIGN SPECIFIED SAND SPECIFIED SAND 1. PRIOR To SITE DEVELOPMENT
2. DURING PERCOLATION TESTING OF THE STA A I B L ZED FILL (SYSTEM IN FILL ONLY) �� 4j
3. PRIOR TO BACKFILUNG PIPES, TANKS PITS WELL SEALS ETC.
L PER DESIGN w--� PER DESIGN � PER DESIGN -w-J 4. AFTER FINAL GRADING AND SEEDING
TYPICAL BED SECTION CONSTRUCTION NOTES:
SEPTIC TANK TO BE SET LEVEL ON 6 LAYER OF COMPACTED GRAVEL OR STONE as
fi" MIN. GSF
6" MIN. DISTRIBUTION SEP11C TANK TO HAVE SCH 40 PVC "T" AN INLET AND OUTLET.
EXISTING DULE
d RES , . r•-■-- BOX INLET 12" BELOW FLOW LINE 6" ABOVE FLOE UNE
IDENCE -- OUTLET 14 BELOW FLOW LINE 6 ABOVE FLOW LINE
3" AIR SPACE ABOVE "T'S" TO TOP OF TANK
Lands N/F of
Lij Ma*A. Unsex
r 1033/182 0 �NEW'.��� ... .~. . ... . . . . .. .. w. . .,- NO ROOF, FOOTING, FLOOR, WATER, DRAIN ET SHALL BE
F G R R S C„
PORCH \'�,\�� • ` � � `\�� %f/\�`` CONNECTED TO THE SEWAGE SYSTEM
O ---S 8_21_ 165. ' a.+aN s PER DESIGN \\\\\/�/\j\\\\\�\�\\\\\ �� NATIVE SOIL
-~ 98 -SM W ASS«r C-2 •\ /\ \,�/ �\ \ \\\ THERE SHALL BE NO CONSTRUCTION OF SANITARY FACILITIES (SEPTIC SYSTEMS)
I.P.F. /�/\\`�\ '/\\�1'` /\�`'�\ �� ,
o " _ ®_- ��''� �� / ��� �\ ���� WITHIN 100 OF A CLASSIFIED BODY OF WATER.
nor7/ SIDE SETS CK - - - - _ .. - �
m "� HOUSE TO SEPTIC TANK 4" PVC SCHEDULE 40 PIPE WITH TIGHT JOINTS
o PER DESIG PECIFIED MINIMUM SLOPE = 1/4 PER FOOT
GARAGE - ; `� _ SAND \
•� --g �' _ }_► _ , ; ► SEPTIC TANK TO DISTRITBUTION BOX - 4" PVC SCHEDULE 40 PIPE TIGHT JOINTS,
_ ,
'O - i; ,I i r MIN. SLOPE 1/8" PER FOOT.
o — —— " +— — — HODS '� ' - ' � ' 'r i i ' -`� PER DESIGN DISTRIBUTION BOX SHALL BE NEW YORK STATE HEALTH DEPARTMENT APPROVED AND
CO
SHALL BE SET BY WATER LEVEL OR OTHER APPROVED METHODS.
PER DESIGN
SIDE SET qCK ® - —_--____ �`"' u� CAD FILE NAME
21'_1 " ~ ACAD\GAMM0N\PARKVIEW\C-1
Lamb N/F of _- � _ _ ---___ _1 Q �5512/247
Hal c.Payne and Donna IL Pope , " — '; _ _ (w�ca"t)___��Acres ) SCALE
4074/142 N 854326 W 166.53 _ _ TYPICAL BED PLAN VIEW AS NOTED
I.P.F. THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
DRAWING TITLE
SITE PLAN SITE PLAN
1" = 20'-0" AND SEPTIC
DESIGN
i NOTES
DRAWING No.
C-i
I_