HomeMy WebLinkAboutDated 1.29.2018 pg 2 - Approved Septic Plan - 1985 SALEM STREET 9/25/2019 - GENERAL NOTES
1. NO GARBAGE ISPS ARE_ INSTALLED.
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t
Z FILL N NTERI L=Ott SYSTEMS CONSTRUCTED i FILE SHA- CONSIST �SELECT i ��C?�IMPORTED-SOIL
-€ Tl - a T ;_' ERdAt HALL BE COMPRISED OF CAL �I N t� -F
-- _ ,«#. - �I � «I - - t -I E ICE �.� � S �� ��. CiR�+7IC
- ;€.,t rTtL3t :C [c.U 7 t I CIF- I F SOILS SHALL
;{ 4.-, _: - - _ - CONTAIN r fR s T, 4 gEARTH ; e NOT BE USED-f ICE.FILL S NOT �N,�=N ANY MATERIAL LARGER THAN�Ill 1 A SIEVEY ID USING
MI .O °.MAXIMUM� BACK I L-« ,;i « - _ �-4DS TO BE CAPPIED � T
- - A ? L E PER7R1E * I?E RESE T A T IVE SAMPLE r EI WEIGHT TT
- - - . SIEVE,SIEVE A t YS AT �T P P THEFRACTION SAMPLE MAY BE REAMED O-
. SIEVE,S,off ANALYSES MUST g_ 5, THAT THE MATERIAL MEETS' .3t S O �.a�CH'`�:��47,HE— — _n---FILL Sx.#mE PASSING:E
—- W_Ai
EACH OF THE FOLLOWING SPECIFICATIONS
-
:, Pa, SCHEDULE 40P� ..{,` - EFFECTIVE %FIAT MUST
-SLCIPE-.s57
RT CA E
I E S,
TCF`=t42.0 t
t-EXISTING e _ „ 0%5'
142 WHERE FiLI IS REQUIRED TO REP!.4CE UNSUITABLE OR IMPERME40 E SOILS,THE EXCKVAjION OF THE
r` t UNSUITABLE MAT E``TIAL SHALL EXTEND A MINIMUM OF FIVE FEET LATE LI-.'IN ALLDIRECTIONS BEYOND THE
STOW OUTER PERIMETER OF THE SOIL ABSORPTION SYSTEM TO THE DEFrrH OF NATURALCY 0CCURRtNG PERVIOUS
` MATERIAL AS REQUIRED BY 31E g'MR 15,24(SOIL ABSORPTION SYSTEMS AND R C WITH A L IM TERIAI
MEETING THE SPECIFICATIONS OF NOTE#2 ABOVE
1 ` �. R?O TO PLACE iEN T CF FILL,WHICH SHALL BE STOCK ILE AT HE EDGE 0 i HE EXC A i ION AND FILLED Its
- -
LEACHING TRENCH LONGITUDINAL SECTION UALL,THE T4 OFT EEXCAVATIO SHALL S RIF,I -I RELATIVELY .RULSHALLNOTBE
PLACED DURING RAIN OR SNOW STORMS.IF THE LATER TABLE ELFVA U0N!SABa,,fE THE ELEVATION OF THE
79 L F.4'SC 40 PVC S t 0 T NOT T;SCALE BOT TI OM OF f E E C:VATION,THE EXCAXkATION SHALL BE DE A;ERR AS NECES Y.
g t 5 A T'VVO TO I=OITR YEAR SEPTIC TANS PUMPING SCHEDULE IS RECOMMENDED TO A'JOiD LEACHING AREA
13 ----. --..�. ---. -.- --- I--- --_ , ----. ----. : --.... _..._ PROBLEMS.
t` - -
;' _ = 8- ALL PIPE INSTALLED AFTER THE SEPTIC T ANC SHALL SCHEDULE R 1=PdTS SHALL BELTOMcTII T i
a 24-
LD RISER TO WITHIN 6°OF FINISH GRADE ai.iTS.ASS FLY SHALL PERFORMED AS,aR -MANUFACTURERS
GASKE ED INTc RfiL BELL TYPE
1 12 1 TO AXIMU ��� I�TI� SPECI l ATIC3t�S.
136 .aA—4'PP'VC SCHEDULE-PIPE'— — 'HE BUILDING SEINER SHALL BE A'SLIT de PVC PIPE SURROUNDED BY A-MINIMUNI OF m GRAVEL
3 <
r I4 8, THERE ARE NO KNOWN WELLS WI I H:N 100 FEET OF THE PROPOSED SYS T
- 4 14 TO 1 IN S vNE-
/�
- A SE3V ANALYSIS SHALL E PERFORMED t THE F(?i AT T KCAL T USED.A NY 7 iE ESI IL[S=E THE
i 5 I, _ . ANALYSIS iA?LI SUBMITTED t Tv: =HI BOARD C F HEALTH E� 'AL PRIOR Y PLttC Et T ELL,
TF
s t f - a « T 10, THE F`=mL�.'ERIAL USED S r.CL BE PLACED I 12"�XIM .COMPACTED'ED' T S.
I RESERVE 2 1 1 E ,
#N i HOUSE � """�-�. `` - - - -« ? _ ,i-- - aO.. WITHIN A NITROGEN SENSITIVE AR 4.
i r 1= 'TILSLCTTTESP LIE -
i 6
F 134.E ` - - c u
;; eT I r« = 12, MAGNETIC i AP i O BE PLI�� v R L SYSTEM O S.
132
13, ALL PIPING SHALL BE A MINIMUM OF SCHEDULE 40 PVC.
V SEPTIC TANK INLET=132-WJ
= a% S GCE
_ LEACHING TRENCH CROSS SECTION }HIS LET DO E •-LIE WITHIN THE CCHIGEEICA ERSHEI IT I I I :T.
€NV SEPTIC TANK OUTLET='32,15
NOT TO SCALE 1 D. THIS SITE I SUBJECT TO AN ORDER OF CONDITIONS FROM THE NORT,H ANDOVER CONSERVATION CO,_ISSIO
130
.<� 1 � CEP FILE 01242-9 n84.
=.24 124
S � �
15W GALLS ' 1 °OF 1-^TO ASHI TT STONE
SEPTIC TANK I �#__^L.F 4'SC 40 PVCS=0.v 5.0
f SCH 40 PER_-PVCf
8 �r} -PROPOSED E
1 t
-- - -2$ t 3'4'TC 5 a,2 'ASHEC S T tiE
- 22
€`3 PLACES'
_ €t# -.... `_ 3
t = j r= _.
f E ;
BASE OF �" �� ! t'�---_�� ��„��� f ' � - �`..l i !2� TOP OF STONE=12033
qWk
IN
4IF
120
120
£p 4Q 4`SCH 40--jf i EXISTING TRADE
SCHa
� I i-TOP OF STONE BEGINNING OF TRENCH=r T PVC TEE PVC,TEE
. �s
,`-IT'S:" BEGIN
NING a aC OF a-�iiCPi 31.E i PLAN VI`" T
'F $ t P"3`iF.4s SCE `t'f°,S '=IX� - .:_ �<._ 4'TOE tE HD- a 3' I AIR SPACE A `'=o TEES
122 -- -
VS
- P. ;TC
��_ -
PLASTIC�S �
3 f 3 _
PIPE SEAL I T LET
116 1i6
' , E N T U J' LEVEL 4
APPROX€MATE LIMITS OF REMOVAL OF i
a I T CPSCIL,SIJBSOILz&UNSUITABLE
-- 119_� ' j i SAILS RELCEMEN T 'F i(TI E s
10
`t > � N, _ i e SA D:SEE TES &3 ON SHED b
TONE,
XMIN
E L�
s - _ y
s _ __. _ y _ .__ _. - - 1. _.. --___ - --. - SAS S.H.d g Im 'v.
INtET
T2ft
_
FR-E
!3' X LET I ET s n
3 SEAT CN VEN
1E ;
TAPER
f �c`1- 0-SLCrL, La4,sUI '0 's I 110
SOILS&REPtACCEMENT WIT`T r? �5 SPECIFICATIONS: 0*00 025 �+ 0+75
SAND SEE MUFFS 2 8 u ON SHEET 2
1.CONCRETE:4,10W PSI MINIMUMAFTER 28 DAYS
i.AFL Rif.I=TCEE,m ER ASi`M C9Z" .
3.TONGUE&GR 3`7E j0tNT SSE-WITH B ITYLE RESIN, CROSS-SECTION -
I S,H.W.T.ELEV-1128,
1500 GALLON SEPTIC TANK VERTICAL SCALE:1'e 7
USE SHEA CONCRETE PRODUCTS
- SYSTEM
NOTES: FOR
OFESSIONAL ENGINEER
4 THESEPT IC T A E=S'0 BE kMOUTHIC O S RUCTION AND SHALL BE TREET
- ____ - HT HR� ISPECIFICAT= ARRA TY LOT SALE
IN c
E SEPT�,EP-IC TANK NK SHALL E T`A L L�VEI����tt}E T'`'.-�s�;�;�T[~T A LEV'FL. f -MASS4 '�r-
: ;.�; #. tea_ ; . ': _ S s I BAST-T ITAT HAS BEEN 1ECRAN'.CALL Y COMPACTED PAD ONTO WHICH SIX ��"�'r���'
NORTH ANC
S CFtJSHED STCE HAS SEEN PL4CED T C I=4IE F4E SETTLING.
f
IF a HCOMPACTION� R.: ��aE APPLICANT �-i. `!r�
'� _. :�SEPT'SE:TiC TANS IS 4v .N Flif„PROPER REQUIRED TO
�- -
CIO
- - A- ENSURE STATBILI A LT T . VE SETTLING.THE SEP:C TANK SPIN DIVE A ° V N T N DEVELOPMENT
I F46 _
:.7 ,, .,r
E 0�25 + r ? _> _ a MINIMUMC V EP F N NE INCHES, P.C-BOX �
PROFILE(THROUGH LOWS LEACH NE a THE SEPTIC,.AJNK,CUVERS,CONNECTIONS AND PIP,N�SHALL E ESIGNED Are . =87
Cc`NS`-,RUCT�D S l AS TO vV FiSTAND AN ANTICS-PAE E I tVINI�M H-';3 LOADING.H�RI�I�P�,AA�SCALE:.`,_°e�' � z i=ili �CHRIS,LSEN:t E.
VERTICAL SCALE:_ 2' 4: i
PROFESSIONAL EI II EE S LAND VEY S _
ALL OUTLETS FROM THE E X OUTLET ARE TO AT THE !�#F rEIRT ELEVATION_"`' CHR AN N E .,INC. DAT �,�1
DISTR BLITION L€NES S`` L-�L FOR A iINIMU[OF THE FIRST;V FEET THEIR LENGT.
SiT1ER ST.ITI�VERTi;L�,�.�3L?�'- `.CS7-EhIC_Ct`�� REV:ALIT.4, t7,.J�N.17, 18
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