proposed v �..
�, I .-
„ ION
.
BY RE•„
VIS
j
- �, urT, r eo. /UUo 13 tic Tank Notes ----- ------ ------------------- - ' •
_ �,i: �� WIi a�� is ".!SII kll
. ep
•
- nenymeer'
uelous rrovaaeu uy 11rrlAly �onsu'r'�y NORIZONTALYSTR
PPIa
UCTURA�REINFORCING RIBS ®,�` �`�' •
e se tic tank shall be a minimum of ® I
(FULL CIRCUMFERENCE) -----� _ __ MULTI PORT 1. Tne capacity of th p -
1 250- allons and 34-s ft of surface area. _ - -
y GAS(TOP)/LIQUID(BOTTOM) OUTLETS g q
PASS-THRU SLOT INSIDE TANK (3 TYPICAL) 2, The septic tank covers shall always be accessible. Where A - ® ��
m' nholes are more than 12-inches below grade and _ 6'
THREADED ACCESS OPENING extension collar shall be provided over each opening. - - 4"SOLID PVC
24"I,D.DIA.(2 TYPICAL) - LIFTING o T 1 our _t-•-' k f •> 1/16/FT SLOPE
HOLES Extension cellars shall not be brought up flush with the _s 1-_ a..�. i I
(4 TYPICAL) i�iund unless the cover can be lacked. JfTY
1
I g I , � 6' DISTRIBUTION BOX
3. The construction of driveways, swimming pools, or other aaT. •°aT `` , `s' , - -
r5i\` k 2� W/LEVELERS HOUSE FOUNDATION g
i a facilities are not allowed above septic tanks. � , t, r,, ; I �` 4
I °aT.-.. F r 4 PERF. PVC �
4. The following applies to all septic tanks: r ,:.;
as o A
MULTI PORT t r• __.__ __.__,
j 1 I �` ! a. The minimum liquid depth shall be 30-inches. The ~` -' 6 1i'i6'�FT sLOPE
INLETS I ` a -
our a_, - -.out it l.•` .-, 1r � �� � 4 ���r.
(3TYPICAL) � � ,� maximum aallowable design depth shall be 60- -
I t\ ..� �' 4"SOLID PVC ►-� i
' SLOPE 1/4'%FT(MIN) �- '-'
inches _, -,� : f I <'` = ALL ENDS CAPPED I _ '
- I, 'I\, r/ 6 x-1250 GAL ST
Imo` � b. The minimum distance between the inlet and the Our I OUT
i outlet shall be 6-feet _` ��- -� `T - -- -
WAR"'"� c. Tanks shall be watertight. If the tank is a 2-piece i 4"SOLID PVC _ ;'�'
TANK NUTES
1. Access at or above grade level must be secured against unauthorized access. design it must be leak tested in the presence of the 40 @ 1/8/FT SLOPE
STAR 24L COYER t `� O I
- 2. Tank is not rated for vehicular traffic loading. ' i local Building Inspector and/or the design engineer T -
3. All resin used is compliant with ASTM D 1248 ps required by CSA B66 and IAPMO/ANSI 21000-2007. y I - �'� cc O
4. Tank material of construction is HMVO'-HDPE. prior to baCkfllling p
d. The tank shall have an inlet and outlet baffle, OPTIONALiRALO I 1O'MIN. -�' I
t RISER 8 11'.. -29.5" �'i M'
5. Primary dimensions are in inchesreTAft34ROOR 14Rt2 I�
6. Minimum tank wall thickness is 104°. sanitary tees or other devicesd to prevent the � 1
I li will include: manufacturer name, li u d capacity,date, maximum burial depth,and model number. I X __ T;TH : 20'MIN. U
7. Labe ng q passage of floating solids and to minimize 9.Zg"-
. ttt OUTLRi NOL88It _-�--- �"L8T pOLR i'^-Lt r� >/•�
_INLbT 110tH JJJ...... I • yt � .r'I
8. Riser cover contains the following: 6°x 3° warning: disturbance of settled sludge and floating scum �,Q 11 : Y F/ELD SCHEMATIC
= ,_l
Danger- Do not enter-Poison Gas -written in English, French &Spanish. ,W
e. There shall be a minimum of 1-inch clearance t. . I- ----- pJ1TQ 0e11 „ ,q sure:rr=�o' ��a
msTROeunop ao1 . - - rw w - J
9. Maximum burial depth from manufacturer is 36"unless specifically instructed otherwise by the factory. I . I,.C) ,�f P__I
o standards, between the underside of the top of the tank and all � ;._�, 1 '
I 10. Models RMT-750, RMT-1060, RMT-1250 and RMT-1500 are all certified to CSA and IAPM ��TES - �/� �V�/I��
V c�.ti +,
1. �nAL1L baffles
1 Models RMT-500, RMT-900 and RMT-1000E pre compliant with CSA and IAPMO standards. l Invert drop of 2"between inlet&outlet pipes. � "'
DN•(i SC,,LG: I:1" a p�,( '._ - --I ROTH GL ASTICS f. Tanks shall be placed on at least 6 Inches of sand , , - - - _
BOTH Mult!TanK@ One Cwwtal Motors Drive �, . ' A--§I
FLO'i SCALL: 1:2 S;r.ue N.Y.132061 or pea gravel - _
SIIFEI l: 1250 GALLC� N / M®®EL RMT- 1250 YaAENYRONYlMI•W11NFM� �°II'IOIIFreew�vf.I.ct g There shall be a minimum of 2-inches in elevation �M� `le°p�°A:°�T ', a ° i
3 UP 3 Feb. tUuo 41", Ao fi -'�,`^'' !:
Uela'llsFrovic�e� L'r laNr1AIVLorisulun to"' '
,� 9 9lneeis - www.uppianenyuieers.corn �,�, I � _ :.. I.
between the inlet and the outlet-with the out et t
r , + ;,• •Use only STAR atelnless steel security seals(Part M 55LOC,Q _
r HORIZONTAL STRUCTURAL REINFORCING RIBS GAS(TOP)/LIQUID(BOTTOM) T®P been lower.
PASS-THRU SLOT INSIDE TANK g W
(FULL CIRCUMFERENCE - Q to secure against unauthorized access „ = � �
�' ,,r •Not rated for vehicular tmffk loading 1 l �u/ Q i
I ``J/ _, _ .• 1 - - � WARNING t 'k .. -
LIFTING 9Iy ,i x
HOLES / Distrabufion Box Notes: gg �
1, WARRANTY FFIALO Plastech Mfg.warranties the STAR'••Monster D-Box for a period of five yeah�hom date of purchase s t 9{T O
7y �.,�i,- against any manufacturing defects,providing n,e distribution box has been used and Installed In accordance with manufacturer's written (}� , / r� H '
i (4 TYPICAL) i i3i Instructions.FRALO wi4 at its Option,repair or replace arty distribution box deems to be defer a arW FHALO'a oW getbns u u er[hla ," / tJ �'
i <3 arranty are stricty limited to the repair and/or replacernent of the defective distributlan box.FRALO eesuma9if10 IlabAlry ql cases of s";"".��', s;i4G(
_ v 1. `,The distribution box shall be not more than twelve (12) ( mpoporinsteledon°rmieuse.FlarOlanolrasponslWero anyreauMgcon°genrnabhuaewdagae.Thlawa ar yappnea°nyt°the / NYS ROUTE 149 ���777 p��i' I
r CV J`' odglnal distribution box Installation. -'I t s t / - ., ,/ Wy i
I THREADED- -� - o�P. ✓ - `11 inches below grade and have a removable cover. Where k
\ OSP. _ - R° u I / fix, ""&.T�:aeaF 1&41.•�ywlr s; I
AccEss 2n _ __ -_-2 --- C clue to site conditions the distribution box must be greater ;; .• � � '; / �
OPENING f - 0 _ 1``f
t an 12 inches below grade and extension collar shall be `'' ' '�'f7'"°" `�'` �`" n 1 TREE /
-_ 24"I.D.DIA. ?� y, '
+., - ,7;,.OIX ptndricts'are,tilsgtrieered for'PerCoii ,>x"r*' `2§lata c, . � '€. a i }$"' '
I I t , '�`•• ,pye�the brig term.Wn t%ielcor4,ie Your'cornrnents- i Tit;:' £i+;•��¢a �.�' "�* " I � '..�..... `�-^,,k,<>Z' * a'3
2TYPICAL) I thin 12-inches of the surface. ®rd�R §brnee, re �l '•`=j :,F ':: � r : � �_ :,' , >;)° 1
t Inskalled to wl r a,,
,d,`,6 a y".,v.;:.. gyp„Y .f, l t s3. "'S 'S 3 r.�.,.. !`;,,?V1 •A
- t ' " S.N rte'-- 4 C.+,.. _`.,1+', 'rc k ,t y�. r F' Sy F A,�6 1
2. The distribution box shall be set on a 12-inch thick bed of )> alawkarocyctraeaa �` `' ` `' „ t; '' '`°",'"A "'" " _� `°�'
t.'r ., 1
t � i ,s
't,�, }u" tli , LL.,:-�=;-t �."";_ -�,y,r.,/.i..rl I / ' W t a 4 _ `�t°'A r:i EXISTING
sand or pea gravel. , { T 1 :Yixl ,; /
o {.:. I
I ,� - o l ; ,FF ALO.Pias
tETch,Manufacturing,LLC .$Call Toll Free:866.943,7256 ,` ',tq)+_ I f:1 / t vifvtrw,fra/o.net`'.. 1 WELL =
i • - 3. All outlets from the distribution box shall be at the same T ;> �•,_ [ < * ::r4 .• c../ I
1 :.). 4..t ✓`§ f i ! „rf'I,'t .I` i :1._. , r, f f ,1 s C L�sdd.vs.oa. t
' 4.25"TYP. level. Outlet levelers are acceptable. I I I 1
a I I
I_ _ _ - '291/2"TYP• _ - 4. There shall be a minimum of 2-inches clearance between �! TREE I ; I 1
N LENGTH=948" the inverts of the outlets and the bottom of the distribution „ I I rf
I v WIDTH=62" _� bOX.
i
i a.ss" >, SEPTIC
I I _ � � TANK I
I'
/� c^v '. TOPSOIL FOR 1 22'
L '' SETTLING D. BOX \ HOUSE -
UNTREATED w/LEVELERS , /.
' u _ -
I `� I- SOIL STACK .
.I - ' - BUILDING PAPER / .
_ �'' ®' VENT STACK- TO UPPER FLOORS ` 6S MIN 2°MIN `t' TREE \
�: ANK SPECIFICATIONS w 12"MAX-� `� I
r \ LINE 50-ft
'� - T = M. k12",I PdIN I , l \ ( - FRAM WELL j:
I ' DESIGN CAPACITY TOTAL CAPACITY WEIGHT I ,("T� _ . . `
NDS I # b �I ,,• I•'.•, • h. - \ \1�, � r
GALLONS LITERS GALLONS LITERS POU ) '
_ s 24"-MIN PERFORATIONS \ l Z i
,.
4730 1464 5541 660
z� 1250 - 1N ' ' -
HOUSE DRA
- . -
J
- -
_ _
_! _._ ,;_. -_ .< I ...E ;;.'.�
- - r -
IN
2'0" 6"M
U
_ _ _ ,. . _
r
�LOYE 1/4 PER f T r=,., - x t-
- _ - „ -.., T - ,. .._ _ .. - _ - --- 4 `1.=:r u- S`'. - - rte'
- - - ROiII GLOL.SL FL.\SiICS ., yet - a- _ - ,�..i:.'.. v. _ ',... ,.sem'"" '� `' _ - :.;.:,
UN SCALL, L1 D,i - - - _ .. -
One General Atytors - ` \ ,
. R , N �t ,
IT nK@ LOCA110 STAKE I'
TI-1 Inst a ti :.. N
R® syra c eN.Y.1326 - _ OUNDwATER
Fl.o'r scnLe: I:z ' GR Fes-.
.9 3.7250, i 't.7
Call'Coll Free 8664 - - - - - -
ovER co LINt .100 ff
VER J
NOTE: `i -
c/� A /�� /"� Lam■ � �'-, � :- :. ..:.
i� . S11Et I'q: 1 2a.iV �71�LL�1111 / M'OA�GLL F'1MT 1 25® pPartaouaawxes¢ - -
..,..._ muff,... BUSIKE. 2,r MAX R ROCK OR : 1
I of 3 .�. �, �„ TouR6p7 . ..� , www,tralo.ne \t _ -r- 1.DO NOT INSTALL TRENCHES I '- RC/Y1 iwELLt - - � Q�
eu. two- ^ 1 PERVIOUS LAYER \ S..
ii rovlaed b AlYiAh �on�w uny Lnyuieer's. w`w PV 9 I _ I - M IN WET SOIL �_:,- _ --- .. :."I4,- - •'fr - -. : , '•i..r
�etu ., H r �. - -
�, �.�,
BQ
_ _ - _I I� 1=1 1=1 1� I 1= - ,�_ - _ TO D15T. X 2.RAKE SIDES AND BOTTOM yr \ Q)
III-III= °III-11=1 - - _ _ II-LI-nl-III=III-III�III TRENCH PRIOR To PLACING a•:r �, _ N
V�Tf�� I� I� I 1= III=III-III-III-III IhI III r-, t I I I� I� I� I� SLOPEaTMIN.
89a AGGREGATE.
E LE , , -w- - =, I I= P I I N 3.END OF ALL DISTRIBUTOR \\ ; ' ' r > _' -z 5.. - �,, .:S I?
INLET PORT I I �OUTLET PORT ) TRAPS t 1/8 PER FT , • PIPES SHALL BE CAPPED. \ _ i 1) '� ;
- -
_ -s'o" �4"soLID TREII f CH DETAIL I - `*"
/ CLEANOUT SEPTIC TANK - - - - - ., -
i PVC PIPE I \ 4 't v O
1250 GALLONS N.Ts. ( \ ,
r , - , G k j'
i., - � WASHER y� 10`MIN. / - , SEP .� 8 2017 � - " t,
w gggI - uyi1iy�'�y9�w�f8 (q) Y} r}w. +1q p�q(�at yr�f�J
T . . . • , • • 9I - . .. iY; - !b✓•/T9�F 4i t�iM.IiVV Ve\( ,
Trench & Installation Notes: PP Propose Plot Plan
d
.. o .
13111! ItMG cooFs '.
. orption fields shall not be built under driveways, parts s-, Scale:1'=20' I
1. Abs r
_' ___"_, -:r �'-= of buildings, under above ground swimming pools, or other _
HOUSE CONNECTION DETAIL '
I _ :areas subject to heavy loading. _ I
LENGTH-148" N.T.S. -.
THREADED ACCESS ~Surface water shall be diverted from the vicinity of the
'THREADED ACCESS HORIZONTAL STRUCTURAL - -
INLET PORTf I - OPENING REINFORCING RIBS OPENING QUTLET PORT_ abso,rption field. h " ` / I
24
"I.D.DIA. t
E s .
IRCU ERENC In
24"LD.D
I FU
LLC MF 3 PI
A•
i 1 _ FI
. --V v v ,J-�r-, n �-.rte. �" p
_ T _ , __ __ °^ r Solid pipe shall be used between the house and the General Septic Notes:- REQU RED EL4 OBSERVATIONS
I INV1N. ---i�� e distribution box 1. If the se tic s stem is not installed within one 1 ear from: _ ' ' �-0
I 40"LIQUID LEVEL - - - I I wv aur : . septic tank, the septic tank and th , p y O Y o v o„ -0 .
_. _ _ _ ;I - The contractor :,hall notify the Building Inspector'and the Design
-..-4.- - -'- - - - - .- _. -
- (SEE LOCAL REGS.) - ' 5' Q
and between the distribution box and the inlet to the date of the Engineers stamp the drawings shall be ., I
i each trench reviewed by a licensed NYS Professional Engineer for any , ; engineer at least 48-hours itf advance far the following o .gL v � � U .
't_ _ \ � -
,n - - . Ory O++�- O .Qr t
n - cl... a 'Ncoc v
,11 OPTIONAL - - �, b. Perforated piping shall only be used in the trenches Code changes prior to beginning construction. observations. {Observations will be�conducted Monday through w-a(,�N�� .��,,�,
= i� PARTITION WALL o 1'I _ oWo O v v.9 c m�v ro'v t`
ca cI, Perforated pipe shall be rigid PVC and labeled as 2. The deep hole and percolation tests vuere conducted by Friday (except Holidays) during normal viiorking hours only} c � :o �r o .;
SEE LOCAL REGS. ! ^ - ,
FOR OPENING meeting ASTM standards for use in septic systems. Engineering America Company on August 8, 2016. : o 0 o N�
,1 - s ; ' - •° Fos wa�� ®rn .,
REQUIREMENT : stir i e shall not be used for 3. The stabilized ercvlativn rate is 1-in dro in 3-min: "`r .,., 6 1. After the trenches ,i es et a!• 'have'6een laced but riot �� 3 c �l c
Corrugated, coiled pia p p p p t Pp r P P >, v dam o��� ��
any portion of the septic system 4. The system has been designed based on procedures`in I to backfill of the system.{NQTE:All system comp�r,-nts �'o °' '
I .,+:,, Int vii m 3, �y T�, a.^aa� ,fig.
I 113 TANK LENGTH 4. The trench a re ate shall be washed gravel or crushed NYSDoH Publtca�l..n,' tndlvidual Residential Wastewater) must be vis'ble. " W- _U0 C: °C '
2/3 TANK LENGTH I _ - gg
66 i } 1- z�r ..a= o- -_a caw t.,
{ stone �t� - 1-1/2" in diameter. Larger material ar finer Treatment Systems Design Handbook using the following o
I 40" LIQUIr► LEVEL subs era I grading has'been completed Z N : f�T �
T
e Q N ll backfill and fine
SEC tances are not acceptable criteria:
., , , :,, L
.�,�.:.�.�..,.. y. ROTIMLOBALFLASTICS t` to a covered with a material that a. No. bedrooms-4 ;� ,600ua Hili id
a 5. The aggrega shall b _•. NOTE:A cert„Irate of com liance and Record Drlawin shall be �, > i
DWO SCALL': LI I� u,t®T•Iar1K® One(nneral htulurs Drire - - - - -
R®TIH ■ Syracuse N.Y.13'_060` `=J�';
ALR: I:Z l-L re ate after backfillin b. Re uired field len th = 184-FT Table 6A ; y p -g . - a ` f� �o�
FLOI SC 'e e�� �all-iellFreafl�.9�3.7a6 - - prevents soil from entering the agg g g q g ( ) ',a.,. ry �'- , y, �, - .� .t';'
®EL RMT-1250 - - � provided to the Town of Queensbury_by the Design Engineer for . •�, ,��G
S,IEE'i#: 125p IALL®i�l / M® reovtutrwoH�armou� www.Tralo.net� et ,'" ust ermit air and moisture to ass throw h. The c. Fixtures are 1.6- f toilet and 3.0- m faucets °� _ `��
I 2 OF 3 y m p p 9 9 p g P .� ,�t r,�,i1,� % 0
ref®rred material if a eotextile' however untreated d. No arba a grinder is included this system indicating that the system has been installed rn , : .� Yf L , „
p I'' g g g substantial corn fiance with these drawin s. This certificate will � "
buildln a er Is ecce table. Pol eth lane and treated 5. The building pltambing shall extend three (3),feet beyond h p 9 � .
gp p p Y Y - 4��� , �
- buil'Ing paper shall not.be used. the foundation of the house. 1 _ ( not be issued unless these observations have been com feted b � ,. � '
, y `:,� I
- 6. Tre9ch construction: 6. Roof, footing, cellar, and surface water drainage shall not the Design Engineer W' I'=
a. The Contractor is responsible for locating ad :go into the septic system or into the septic system area, 5�1
,g.,. �
. be innin construction 7. Water softener water rechar a and backwash wastes shat _ '�- ', °°g°°', �'" i;a�1�
',. marking all utilities prior to g g g ,. ��, ,Rf' N""'kNr�A
b. The trench de th shall be not less than 18-inches not be discharged to the septic system or the septic i N C C °
: . fa
i p 3 v 1.
deep system area. _{,,, pia�y, _C S £S C- k
At least 6-inches of a re ate is to be laced below 8. House sewer construction, including materials, shall �� _
gg g p °� °
. t � Loo � � aued 3
the distribution line, and at least 2-inches shall be conform to the requirements of all the Codes of NYS, and _ m�+'�, �, } �, f
- ' place above the distribution line for this site shall be PVC. d a; :- ° ° 0) ° v�'
d. The distribution i e shall be slo ed between 1116 9. A minimum horizontal separation often (10( feet shall axle+t ''� I a "s L L > l
Required Separation Distances p p p -. , - . " I� m+� i ° ° i.. - I°
* and 1132 inch per foot, Grades shall be determined between the house sewer and any water line.'If they must' 278.19-1-10 SEP-000590-2017 ,R S v � U . r v �,
System Compopent Wel! Stream 'eta! 2 Dwellin Pro a Line Drains a Ditch 2 "'_ ° +'° ° C 0 0 QJ 0 v ai
(* ) 9 p rtY 9 l ) Kelleher Michael S i i S O N N ° S N a
b an en ineer
s level transit or laser cross, the water service shall be a minimum of 12-inches _W � ° CL-a-P ° E Z W -N Z
l
Y g - .
__ House Sewer(watertightjoints) 25 (*1) 25 3 10 10 e. The earth backfill is to be mounted slightly above above the sewer Zine. Suction water Tines from wells shall °. 456 State Route 149
Septic Tank I 1 50 50 10 10 10 -I a,
t the top of the trench to allow for settling never cross under house sewer lines.'= ;k',.• �::.:k,u ' h ;� Residential Septic Alteration DRAWN gy V
tTdr Y. ry tm ' ,..�9 i.� ,•
e t Line to D1Box I 50 50 10 10 I 10 f. The entire area shall be graded so as to have 10. The Contractor Is responsible for locating and mark�in --il •_ -. , DATE i
I - I Efflu n s -
c un
off it. In addition surface water
utilities riot to be innin 'construction. } `! :October 3, 2016
u a e w ter r
s rf a
0 20 10 20 1 p g g
Distribution Box 100 10 ,
li rlil the dis Osal 11. Soil Data: p. : `� : .I . 'er C .) a- .; ' ,' ;';
loo *4 100 20 10 ! 20 from the vicinity shall be diverted fr p
I - _ o tion Flf.dt 1 ,
Abs rp 1 I ( . )
PROJECT N0.
area. a: By EACo on 8/8!16 during site visit F t .? �l'-,r ' O
;'�f �, ,Wt 1 i 100/ Drawinrys
The entire surface of the s stem shall be covered b, Soil data: y 16 0064
1 -25-ft if cast iron or P C with 0-ring joints otherwise 50 fi - - -
with a minimum of 6-inches of to soil, and seeded i. 0- 8 dark brown silt loam � ;:,��di �al _� '
p ;, Y For• Construction ;.
*2-this dimension is from the mean high water mark - with grass ' il. 8- 50 coarse dark sand with cobble _ di, _..,�_�._� w � I�
I - L
D SHEET N0. -'. ,,l
*3 -for all s stems involvi g the placement of fill these separation distances are measured from the toe of slope for the fill h, The soil train laced above the existing grade is to . - iii. No mottling or water visible : ` ,
Y gp 1
*4 - if well casing is 50-ft or less distance is 150-ft, if well casing is more than 50-ft the distance is 100-ft �'! be placed in 6- 9-inch lifts and compacted by ons S"
�e tlC $ St6 i I
is
I . (1) - and only one (1) pass of a tracked or wheeled - p . . {.
vehicle. Scale:As Shown I;,
r,�R
- 1i - _
„ ./ I
.