1.4 1.4
SETPH.VAR\Weber-Replacement System Components to Lines,Foundation and Well to Absorption Bed—11-18-19
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF MIKE WEBER
RESOLUTION NO.: ,2019
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and
is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage
Disposal Ordinance, and
WHEREAS, Mike Weber (Applicant) has applied to the Local Board of Health for
variances from Chapter 136 to install a replacement wastewater system as follows:
1. Septic tank to be 3'4" from the property line instead of the required 10' setback;
2. Septic tank to be 5'5" from the foundation instead of the required 10' setback;
3. Pump chamber to be 2'5" from the property line instead of the required 10' setback;
and
4. Well to be 80' from the absorption bed instead of the required 100' setback with a
UV filter with a particulate sensor to be installed on the existing water system;
on property located at 519 State Route 149 in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public
hearing on Monday, December 2nd, 2019 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay
Road, Queensbury, to consider Mike Weber's sewage disposal variance application concerning
property located at 519 State Route 149, Queensbury (Tax Map No.: 278-1-31) and at that time all
interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the
Notice to neighbors located within 500' of the applicant's property as required by law.
Duly adopted this 18`h day of November, 2019,by the following vote:
AYES :
NOES :
ABSENT:
SEWER\Weber—Replacement to Lines,Foundation and Well to Bed-12-2-19
NOTICE OF PUBLIC HEARING
IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL
ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF
QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON
MONDAY, DECEMBER 2ND, 2019 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES
CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY MIKE
WEBER FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A REPLACEMENT
WASTEWATER SYSTEM AS FOLLOWS:
1. SEPTIC TANK TO BE 3'4" FROM THE PROPERTY LINE INSTEAD OF THE
REQUIRED 10' SETBACK;
2. SEPTIC TANK TO BE 5'5" FROM THE FOUNDATION INSTEAD OF THE
REQUIRED 10' SETBACK;
3. PUMP CHAMBER TO BE 2'5" FROM THE PROPERTY LINE INSTEAD OF
THE REQUIRED 10' SETBACK; AND
4. WELL TO BE 80' FROM THE ABSORPTION BED INSTEAD OF THE
REQUIRED 100' SETBACK WITH A UV FILTER WITH A PARTICULATE
SENSOR TO BE INSTALLED ON THE EXISTING WATER SYSTEM;
ON PROPERTY LOCATED AT 519 STATE ROUTE 149 IN THE TOWN OF QUEENSBURY
(TAX MAP NO.: 278-1-31).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: NOVEMBER ,2019
CAROLINE H. BARBER
TOWN CLERK
TOWN OF QUEENSBURY
MON
GRADING NOTES GENERAL NOTES
RECOMMEND ALL ACCESS BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
APPROXIMATE & CLEANOUT OPENINGS EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE PLAN DRAWING PROVIDED BY THE OWNER
FINISH GRADE FBE RAISED TO 6* BELOW
FINISH GRADE. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND
Whole Hotlee UV System. 12GP'M Inteignmd Home Ultraviolet
PROPERTY LINE
Disinfectitm ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
WI — -- - - - - —
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
House Vl iH2 D4 t12grr} Integrated UV i Filtration ABLY
AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---------------------- 10'-0" PROPERTY LINE SETBACKS
y System CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E E E E UNDERGROUND ELECTRIC SERVICE 0 REVISED PER TOWN 6 N01
Fora s, lead, Chlorine, Sediment, Ciovdy Water 8 Turbidity 3" — — No. DESCRIPTION D
LIQUID LEVEL SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT —� —� —'� SANITARY SEWER REVISIONS
MIN. SLOPE
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
Pict for e.Craft Beer Breweries, Growers &Agriculture 1/4" PER FOOT � MIN. SLOPE w w w w WATER SERVICE
Fci Beverage. Well Neater City Water. Commercial ial Business, 1/8" PER FOOT GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
SEPTIC TANK NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT `°
°i art►a2 wrt.graesd BY FORT MILLER OR INLET & OUTLET OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND W N
EQUAL BAFFLES UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4
Hog#,Flow t?GPM' 4. Z X \ ) = o
A,,� w - ¢ is :ON tSITE MATERIAL FOR TOR SOIL_". .; _ FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25_ SEWAGE DISPOSAL SYSTEM NOTES
Spaec sar�,g��"�" o� � • � • " ••'• ` ' -� `• - - '" `-- •- - ' -' ' POUNDS PER ACRE. AFTER DUNE, ALL SEEDING SHALL.ALSO BE IMMEDIATELY MULCHED. _
.: 0 R `
Perfecttreted u water pu ':, o s a O O O O O O O O O O O 0 0 0 -
wnols nourve exact goer meet•tOod 6 o o STONE THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING W G
c3'`� CO ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE 0
be~rerag+�, drn�el3 oat.{xystama CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE F—
PRESSURE PIPE GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. _ C
tc.rvrrrc�ai business, p ,rz; J TOWN BUILDING INSPECTOR.
MINIMUM 2x WIDTH O O O O O O O O O O O O O O-C sl water city+rnst�e+ srre io STONE CONSTRUCTION MATERIAL STANDARDS AND INSPECTION REQUIREMENTS V
-�,t,�cra,-i� MAXIMUM 4x WIDTH FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN,
:_ :..;d:::t:.:}_:.: ,•-.:. . 3.:-� • ..;f: .:: :,;.� ALES A DITCHES
.� 5'�itrtAth QOr'n�s p�rle�d wtt� zrd�nyr�t r#�r :.r:.;'-,:�:.:::.:-:-.•�:`'-:4' '^:'�`%' ' ': "�•:%::•:•'' �:-:--'-• . .��::• .r ,:.::
SW AND SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE
erg btoCk 1*trier lead EXISTING SOIL„ �. >t': -• :�';':: •�::'t DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL Q
" 00 00� io '1-5 MIN. PE RC RATE;;•,;;=-:;=' ': '>:. �'• '�` '�-'.` HOUSEHOLD SYSTEMS APPENDIX 75-A. -•i -
tntrt►c heratct s t s. PROVIDE 3 SAND OR---0b 00�oo ..:.•. a:. '�... E
e,coio►,ctarrmcattAstrr>e, ckr _ ... ';;: 'tr?:. S - ,-; - �r J o
PEA GRAVEL UNDER TANK .- ::,:. r .,-;; ; :;'. ;;:•_t;-,; k,,•; : v':' ;� N 0
w,E�,, ,. t„ e � , ;;� . ti:.k. ;.�,- ;..,.: • ..:;.;,r..,•>• •.-. .- ..; SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED `� C o L
TEST PIT INFORMATION � t
}' .+, s ;r?: .•4' ;_i' a :: t=tjya..�.iy ••�.•: a �.V GRAVEL. 73 00 Zo r` Q
SEPTIC TANK DETAIL ' � - 00 0
G-ind Wi water deduces V*nw tW _ N N N a c
e" " "' p ir¢au*�.r►t¢ "" TEST PIT INFORMATION TAKEN - 20 JUNE 2018 BY <
• iv Y3ter*s t'rac the vrabrtot Gorhrt�erc�t - NO GROUND WATER ENCOUNTERED SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. _ r
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE -
ai,s,ne". au"9 of 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE 0 z '`'�o
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE Z `-' �' > U) cc 0
Coorp4lex rr-Awgratoo INS224M Paco:ft.M.00 and viruses�nceutetg dr cant " " o �n L a)
p^ta ftel�� to totav+e AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. TYPI CAL BED SECTION 3 AIR SPACE ABOVE T" TO TOP OF TANK x� F
r roe sh�p�wnq vvtttwn the contsri ntal us ti►6Yr9r tests as cn MJr►s e"*1 N.T.S. TP— 1 _ C o
U
r)t.t I%E !;PFCtf, Ss. r PFtral* Gwrdte} 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE �/ 0 M 2 o a E
!° cx tc c l 'vice t;at? GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS " w 0 >U-w
• 4.town Retest � � 12 0-20 DARK BROWN LOAM CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
NECESSARY TO ACHIEVE A STABLE FOUNDATION. 20-42" MEDIUM BROWN/RED SAND COURSE
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A FNOTED
O BE AS SHOW
• °rc swvi t ertxw*s that one can r the UV tenrp d Ws not in the UV c 42-68" LIGHT BROWN COURSE SAND CLASSIFIED BODY OF WATER. D IN ACCORDA
• iLatrrrsand arerasse,r+ togctne+to,ea:ao# nim CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. NUFACTURE
d g 'fir car,be� a4 so We Vi ROOTS TO 23" "HOUSE TO SEPTIC TANK: 4 0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM+�ai+ra,ts,s�and w+ttratrt kxrt*� " " NDATIONS, TR
-" • NO SEEPING OR STANDING WATER SLOPE 1/4 PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4 PVC SDR 26 ASSOCIATION PUBLISI
• TM reference card orutterrts the most giant system t'ur.Ctlt3�+s ettd+I�eMttbtrenta9 eA• - � .� ,' � ,
Spot qu#sIbor*s NO MOTTLING LINE PRESENT�, .
E NT WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT SANITARY DISPOSAL FIELD RECOMMENDATIONS
• Our nip output vawatea UV R or*Asered to Mat vft"be wetsr cons
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. GENERALLY ACCEPTED LC
• It*syllencoftws c_cwpped wth high am doers stoweg the walar poessuea to maw i THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO CONSTRUCTION INDUSPRACTICES.
rs a gouge stool term is po*Oer cooled Apr tx�d " testom FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
NE'N L f leatt:res a image backlit di lot easy r mq. s"%,4 r*oks,y -.splay ng ;` ._.
PERCOLATION TEST INFORMATION MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
NNE
` : s;
uy _ Infa nor.and lb nLerrornt rer*i►?de+that s tR i ` THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
lamp nrm� � � � � /
-
"en the ilsrn .need+r to ba nop ; ortI errtF�r;«ors w #Qr��,rety Y*lN rttufttlte ur g �x = a _ ��'�; TEST PIT INFORMATION TAKEN 20 JUNE 2018 BY PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
ry :. ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
r*nu is deekr progrrDrsrru:G arcs alaws the user to gu�ckly fi '�.-pptar.otn w`it parts for ,- - SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
cis s by the tep ceraertt pasta menu as well a or boat rirsr*refe-erica r4UUCWft
' � " .. .: � " � . ' THE SEPTIC TANK. �
u THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
• t>rei Olrrtena+on:2if.5•x t?"rt�s` <, :" ?` • C.H
!• PT- 1
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
• Power 11K1•r 6C hi,-50 vratts :�` � 2 P K DROPPED INCHES THAN MIN
1 4 1r - I`
RE SOAKS D 12 LESS 10 MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF �+
Cr nnoctionI a'a•apT ' HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTE OHO
� 1st TEST 2'-25" 3rd TEST 2'-33" THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR cV
2nd TEST 2'-30" 4TH TEST 2'-45" FUTURE EXPANSION OR REPLACEMENT. rA
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
ry LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW U Z
PT 2 RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
9 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE V1 /I1
"' , ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE 0 W/
A 1 st TEST 1 —30" 3rd TEST 1 -34" AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND tU
._ 2nd TEST 1'-32" 4TH TEST 1'-38" MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
�
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
I BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY Q ^ l
` BED DESIGN CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS �/ 0
10 o. ! ' SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. NbIJ
11 ` r
Z r��
ESIGN FLOW - EXISTING 4 BEDROOM UNITS WITH WATER SAVING SEPTIC TANK IS PUMP O
WHEN SEP C PUMPED, THE SEPTIC TANK BAFFLES TEES HOUSE SEWER CC3
/
r K IXTURES AT 110 gpd PER BEDROOM = 440 gpd CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
E REPLACED.
"DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL B EPL ^ �
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. W► d�-
1 5 MIN SOIL ON SITE _
CA
NEW PRESSURE ABSORPTION BED ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
10' BY 50' = 500 SF --��� - `` ` 40 GPD DIVIDED 0.95 GPD\SF = 463 SF OF PRESSURE BED REQUIRED
�` �� t DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
p ``� '`;`� EW DESIGN LAYOUT ALLOWS FOR 500 SF OF TOTAL BED DISINFECTED AFTER BEING PUMPED OUT.
SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
SEWAGE DISPOSAL SYSTEM CANNOT 6�/ PGA �• ` \ \ x. 4" SOLID MANIFOLD WITH 4" PERFORATED PRESSURE LATERALS ,..
._r `\ ` _"` " RE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND c�
_., p, . . AT 5 -0 O.C. SET LEVEL WITH LOOPED ENDS ,..�
A �
MEET 100 MIN. SEPARATION ,� w w ` \�� `. = - MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
TO EXISTING WELL , \,% \\ ��� tag ENTIRE AREA OF PRESSURE BED (20'x35') TO HAVE 12" WASHED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
-VARIANCE REQUIRED ,� o �- �J � 6: : . CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW PIPING WITH A
> " DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
z o ,� ` MINIMUM OF 6 WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
LOCATION OF EXIST. WELL O eo ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE N
� � � OR CLEANERS INTO SINKS OR TOILETS.
INSTALL NEW WHOLE HOUSE �,�' \o. t�` OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. 04
UV SYSTEM .486f acre 3 �� `sF TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
�• SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
;�k % �`\'� •Iro. N REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
pi B GARAGE I �l� O PATIO BLOCK Z 2"0 VENT ABOVE NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
m FIN. GRADE'WITH
INSTALL NEW 1,000 gal MIN `� w w BIRD SCREEN THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
APPROXIMATE MANHOLE COVER
z
EFFLUENT PUMP CHAMBER �� ,' 0 a LOCKABLE AT FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
-VARIANCE REQUIRED "' , � \ " < � FINISH GRADE GRADE ) THE ABSORPTION FIELD.
S 55 -41 ,-34 W �Sv
HOUSE ' 25.12
ARTIFICIAL ROCK
MARKING APPROX. LOCATION Nk
OF EXISTING TANK LOCATED ON i HA GER�PPIPE
1-1 ^�
ADJOINING PROPERTYP v
-TO BE REMOVED REMOVAL
� p g FROM SEPTIC
TANK
HIGH WATER -- TO D BOX PUMP STATION NOTES
INSTALL NEW 1,250 gal MIN ` �O�$: � �� ALARM SWITCH CAD FILE NAME
SEPTIC TANK 62 t' " 1. PUMP TO BE EFFLUENT PUMP ACAD\IBS\WEBER\C-1
-VARIANCE REQUIRED A.9 RESERVE CAPACITY 2 0 TO GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED
® i to AFTER ALARM SOUNDS DIST. BOX SCALE
iXISTINGJ EQUAL TO ONE DAYS START LEVEL 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AS NOTED
OUTLET TO SEWAGEAPPROX. ATION DISPOSALESYSTEM �� St'�te CAPACITY (DUPLEX PUMPS LEVEL CONTROL QUICK DISCONNECT AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE
� w WITH INDIVIDUAL ALARMS THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
SWITCH SLIDING COUPLER AND IS IN RED INK. ONLY SEALS IN RED INK
-0- MAY BE USED IN LIEU _SHUT—OFF LEVEL SHALL BE CONSIDERED TRUE ORIGINALS
BASED ON LOCATION OF NEW TANKS �'i OF A SINGLE PUMP AND - -----------------�----
-VARIANCE REQUIRED '�° ONE DAYS CAPACITY) DRAWING TITLE
.SITE PLAN
AND SEPTI ,
PROVIDE 3" SAND OR---�0 O 00000
DESIGN
PEA GRAVEL UNDER TANK NOTES
EFFLUENT TANK DETAIL
SITE PLAN N.T.S. DRAWING No.
1" = 30'-0"
C- 1