HomeMy WebLinkAboutDecision 2499 - B - Site Details & SewagePERC TEST APPLICATION NO. —
REVISIONS:
TEST PIT DATA Z DATE OF TEST/NG PER C. TEST DATA: SEP T/C TANK DETAIL: sizE-- 0000 GAL. D/ST. BOX DETAIL LEACH/NG FACILITY DETAIL NO- DATE
TEST BY: Q iH /.F. 13•�i A-�I t-- DATE OF TESTING' - TANK TO CONFORM TO TITLE 5 REOU/R£MENTS. �!'��/ 7S �- S TO. CONFORM TO TITLE 5 REOU/REMEN7S: � 0L �74 -D 0"' "J- (, TO e10
TP _ WITNESSEDBY: c /_?f_t; /a 5 TEST BY L- ---- U/�l1 �j 1-
TP G -pk E}-,6f-_sT NO. OFOUTLETSJ �I x to d c L Tri
Cx4 WITNESSED BY - , , MR f u, LIE To Fu�tSH F'F f IL, SH C,4.A-0 r�
-- �- — - ---- -- - - - CE. �-
..�, n .uv ;off ,�=�,����i������- 'a��s..�� �m TT r�i -'�•:r' EM01/EABLE COVER 104 E -0R. -h7• "`7'
2
4 MANHOLE BROUGHT 0 R 7 -
.. "
FINISH GRAD£. . T .
I , . c l I-, 4. 3 CLEAR 3 CLEAR - - „-7 / Lz�� �
-
i r OUTLET PIPES O r: - ---� �/ZJ A II- O p/
PEASTONE
p q
DEPTH OF TEST[ 6M/N. �3M/N 6"MIN AS REOU/RED t Uf �'' t "'•'
INLET
}- I li
_ r qtr i� --- -- —y— - ---- INLET TEE — ( 1 ! I •. . I %� ✓ T "ri -ca •d
RATE /o MlN �� D/ST- L I C/
---- 7
ourL£r TEEg 77
'A, t - - 4"C.I. %/7 GAL. S I .. 94'1 I
BOX L t I �•�- �'� � G i! r-�-v... <. �-
t_F_ -i !> INLET AND OUTLET 4-0- M/N/MUM OUTLET TEE DEPTH: / -
TEES 70 BE CAST L IOUID DEPTH /4'" AT L/OU/D DEPTH OF 4" - 216"/ SEP TA . I . PRECAST OR BLOCK 'MIN- I
/g" .. „ „ 5' I„CONCRETE 1 I SEEPAGE PI 7'
F
-
IRON, SCHED. 40
OU
SE NY
), t I. DEPTH OF TEST, — P. VC, OR CAST /N o >. /0 I ... •• . .P
- PLACE CONCRETE 2g" ,. „ ,. F' y �.,- CONSTRUCT/O^! ^ I• •. i , prr. - '
F I hi (_ RATE' - CONCRETE .. 34 " •• " " 8' BOTTOM 'ON L£V£L SrABLERZISE ,/ M/N ' I /// >3f.••
2
-----
coNSTR
_-. -- -- --._- -- - 'i (WATERT GH oN ' t
_ r • .:` .,... e • , _,., . p; INLET TEE PROVIDED WHERE SLOPE FOUNOAT/ON
TANK TO BEABLE TO WITHSTANDOF /NL ET
PIPE EXCEEDS 0.08 % OR
--__ /N A PUMPED Y T£M. N •.� _____________ " • ��Z A FT --
__-___-. BO rTOM OF TANK ON LEVEL STABLE BASE H -/O LOAD/NG UNLESS UNDER ' 20'MLN _! / !R\ ,
PAVEMENT OR IN DRIVE. H-20 1 /2"WASHED STONE
---- I, LOADING UNDER PAVEMENT OR I
I
5 !' DRIVE
: _ u4"A"> . " U1_21TJ 1- � . to /oma
/. (_FL
I
NOTES : s, ;' _ �XS• c�*h� /N VERT ELEVA TIONS
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE r- / 7- 77-, '� }� -
7�/ sT lr= �. UNITS 1 -5 -
DISPOSAL
FACILITY 'A JZ' c>af„/>4 ;f_ �.;<Ii./7 y Ot�L
Y t/�ll-/Fy✓ frr'-;rf F. Lf: rl A 7z i._ or c�r�7Lf _', /NV- AT BUILD/NG C1 s. 7S4��n'
/- i��. ,� . is /t. 4Y
2. AL L CONSTRUCTION METHODS AND MATER/ALS SHALL CONFORM TO 12"MIN LANDSCAPED AREA �
MASS. D.E.O.E. TITLE 5 AND THE Y £/+nr.T&_ BOARD OF PRECAST CONC. ORYWELL
CH -20 CONSTRUCTION) I ( - 1 U /NV. ATSEPT/CTANK((t;YITJ 5 1� STILY ##
HEALTH REGULATIONS- -!I' ;u WILs^N HI
' h AI LYN
FILTER NE
i•�r-. _ -_ FILTER - ', `,ry 30 i6
3. ALL PROPOSED.SITE CONS TRUCTION,VORK<MUST' BE,:; L'ERTIF/ED ad Q a I-� = a s: • `�\Fc/s�E�k'�
xl+E:,. 90 3P.t•r_:f .� .:-.may. . n 0. '�"e,. fssl0
TO THE •TOWN OF YARMOUTH BY THE DESIGN ENG/NEER TO BE T.�,y - r N
>: �, .rn � ..- , � /NV. AT D/ST BOX(/NJ i S,
IN COMPLIANCE WITH THE, DES/GN .SHOWN HEREON. THE CON- , �� .53. �� � �
TRACTOR SHALL NOTIFY THE DES/GN ENG/NEER Q THE TOWN M -C. "_ 4' /NV- ATD/STBOX(DUTJ
F _A--- _ .4 u c a o o c a n 1• Du . PRECAST VARIES PRECAST -`- d,.t' •" zx"��'^
OF YARMOUTH ENGINEERING' DEPARTMENT 72 HOURS PR/OR TO „ o CATCH BASIN LEACHING PIT 5-/.•'er
THE START OF ANY PHASE OF THE CONSTRUT/ON SO THAT a o = c o =
4 _ AT LEACH/NG FACILITY.
'-`r: S. o c. = c c c o %Y " HEAVY DUTY BOSTON, MASS. WORCESTER, MASS.
' HE NY CU77 ►PAwr CAPE CCD
PERIODIC INSPECTION OF THE WORK CAN BE MADE. ',.,� G= TO FINIS covCR AT BOTTOM OFP/T.. gg• `�� HALIFAX, MASS. NORWELL, MASS.
AND GRATE ECRM 70 FINISH GRACE BEDFORD SS LEXINGTON,
T
y. ALL -5: PT 14 TAti�k_ _, r i L!\`- t T_'. A t D �Ln L.` A !_ D C P_A I l �t rr F „_ 4, ?f =u r:,, e' fRA►eC T SET IN tk0� CRANSTON, M R.I. RY
(( I MA N, MASS.
— i - -"�"- ` "` PRECAST EMTENSION R ASS. MANSFIELD, MASS
DER N.H.
LE Ar H _F) IT , HAL_t !"Y� '( t -tri I.lh' `L,'. t`UL' Z� AD�USjL_�l .E ~ OR -[)RICK B MORTAR
T'p I 6'-0' DIA. � FULL D OF MORTAR
F I!'1'1, F, r,.> P L: L_ / 21 MORTAR 4 tit(_ PcL-Y
f } t Pl `� {I J� /--(V2" CRUSriED STONE PRECAST ` 2A,
SLC_ SE. L. It r Tom% cA�T /�}-/ � �: Cr=_A4 K CONICAL SECTION SOUARE ALL JOINTS /j�'
DIA. / PEASTONE FILTER --j”
12"PCP FROM
UT/L/TY DOTE' CATCH BASIN 1- DIA o_L Qs a
Y 12• 12 qcp 12"RCP (LEVEL) TO OTHER -
T" - LEACHING PITS
DRYF,i/E>_L DETAIL Pa[ces•I RISER �J• � ,
B C
ALL UNDERGROUND UTILIT/ES SHOWN gERE COMPILED ACCORDING TO AVAILABLE NOT TO SCALE SECTC�KS AS RECKMED 3•-°•9,,;,
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES ' wE(TyP) S ,
(TYP)
AND ARE APPRCWIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE 7 t * 1!n• CRUSHED STONE S
FIELD. NOTES:L STRUCTURES S' - ,f*m
TO DC DESIGNED FOR 1'•20 LOADING �
BEFORE EXCAVATING, BLASTI/JG, INSTALL/NG; BACKFILLING, GRADING, PAVEMENT 2 COVERS E GRATES MAY HE ADJUSTED S
RESTORATION OR REPAIRING ALL UTILITY COMPANIES, PUBLIC AND PRIVATE INVERT ELEVA TIONS: TO FINIS GRADE WITH 041CK LEVELING ��I� 6' DIA _ I j q
MUST BE CONTACTED, INCLUDING THOSE /N CONTROL GF UTILITIES NOT SHOWN v;v/T d - 4-0 �EsravriAnJT rl DES/GN DATA
ON THIS FLAN SEE CHAPTER 370, ACTS OF 1963, MASS. WE ASSUME NO /9' U/�/I T_ J / - S
RESPONSAB/L/TY FOR DAMAGES INCURRED AS A RESULT OF UT/L/T/ES INV, AT BUILD/NG `1 (v an DES/GN FLOW
OM?TED OR INACCURATELY SHOWN. osFlc�
sE7 RiL .7�7�-/no—_x `-- j9U �p7�
BEFORE PLANRING NG FUTURE CONNECT/ONS, THE APPROPRIATE UTILITY COMPANY 4' 1NV.ArGP-EASE AP& 9,�5.7�` _SUBSURFACE DRAINAGE DETAI�,. ,,,L�r,,<.,� Sz,73 Xray s 4Fp I
ENGINEER/NG DEPT. MUST BE CONSULTED- r x„T
9' ltift/.RTC�E'Eig5E7PJ(P(our) 95.50 NOT TO SCALE __-- 7'cl T 4 --
THE y,
CONTRACTOR MUST NOT/FY UTILITY COMPANIES 72 HOURS /N ADVANCE
OF CONSTRUCT/ON THIS MAYBE DONE BY CONTACT/NG THE D/G-SAFE CENTER
REQUIRED SEPTIC TANK
(/- 800-322-4944) 2,500 GALJHEAVY DUTY 4" INV AT SEPTIC TANK(1N) 95.40 993x 1 � i� _ ��� GAL.
1,500GAL./HEAVYDUTY
PRECAST SEPTIC TANK 4 "' INV. AT.SEPTIC TANK(LYlT) 9 5. 15
SEPT/C TANK PROVIDED = Z000 GAL- CAPE CcO' IDTSURV+E
PRECAST GREASE TRAP � -0- CONSULTANTS
ANT`S
uN/r C.
I I � REQ[)/RED SIZE LEACHING FACILITY:
----------- �/NV ATD/ST, BOX(/NJ _9� 9� A� F'��� c, �� � � e Barnstable
S 32e Main Street: Route 6A 02
_ _ _ _ _ _ _ _ y _ _ _�_. -_- am table Village Massachusetts 630
INV- AT DIST, BOX(ow-) 9'4. 7-7 _ __— % `7 3 �-�� Number: (617) $62-8133
----
--------------------
a'-a' AT LEACH/NGFACIL/TY� --._ - - -----------=--- -- -- DIVISIONOF
:I BOSTON SURVEY CONSULTANTS INC.
4" /NV AT L-EAe-M Pir 84.17 - SIZE OF LEACHING FAC/L/TYPROVIDED' ,ENGINEERING • SURVEYING • PLANNING
I I t t
TYPE OF SYSTEM
' .----------------- P�aTTOM OF T'1T� 88.50 _ TT_ ••��--�� rr / )TLE.
I I
H' C,. COVENS
� - - - - - - - - - - - - - - - - - i DESIGN DA
DA1 TA:
T 5,��>:__ ��� _> < x�.s =�-s ��D SITE DETAILS &
:a-oin caveNs, I r!I _ r. e_ ViY/7- �p - 70✓ 5,F T
�
DESIGN FLOW.- 71 SEWAGE DISPOSAL SYSTEM
,11 " = CC> r_pi VEWA'}' 7__
� DESIGN
/J� �a �
x zr� = foo wD -
J �— L
Licy
-T �— /� A� 1400 cPD Ilo �� Cz L 0 T 6
I ��•FF, ! 1 to' ic" ri`rC--� �---=' F _ - —J C%�{�i Gf'�
f_ Z ! EJ�7AlY� �t,>=S� Z: �lA7DE:- �U�E ROUTE 6A
REOUIRED SEPTIC TANK) ; ' I :'/oT ; 7 r I ; "/ cr �� �� . _ -n • -� �_
a--
•.) F,a,o � /J7f ,: i i. ii/:. .i•,i ^—/�{-/�'�.✓� 7
• F� use` 400 /SO�o t <el.� , ..n .. �_� _ '_Z .
I X / zlov GAL. JI -. J YARMOUTH, SS
? <<.� `IZ''C�t tPALTtS �G,G vE_ 8�5E e_ LJzSE 7 P(ttl� ifiili5
LITH MA
SEPTIC TANK PROVIDED 2Soo GAL. F'u Vhv� DvH�
1— L - - - - a --1• Y„f I iGy„y---------------------
FO
..., Tf'c T-�i !�: `-JTZ'-r'/f.•�;e a?. 'fji-y
REQUIRED SIZE LEACH/NG FACILITY,
�-svbc �An�_ w.�x ,t•�<. - FOR:
LEACHING. FACILITY DETAIL T�'PtLg� p�1�lE�lAY a.» Fiaz►���, ?�"�E� 7-P 163 939 REALTY TRUST
/�foD SPD
Un/I l G aCc -AT ZES1 /t, (J�V1AFF REC�U/TIED GREASE TRAP CK 055 19t/85ort--I o 75-- E�gG,�
Tiyti fG`iGtf' 11 t. TPS�IL BSc G1. 1'7
K.F{.AIl7GOVF_ To r_PAE>F -vo >cA�c - TiRa�1J 1i F_t,+ r }� e_, rG? SCALE. AS SHOWN
r[
YY.I'IL'dY.Y'Y.Y J7',$^ 600 C,IL - USE /5pU 4AFL. '- I S.s-�.In-'.. _)DY'
- �E.T> I Kuc �c,.� t METER
-t•PEASft�SE FEET 0
... � SIZE OF LEACHING FAC1L/TY'PROVIOE�OI
• • i Ter cr vw.w Et kro.o ! i -r n r
TYPE OF SYSTEM
�"E� i r , DATE: AUGUST g 1985
aJ
CAL ..: - 2 - 6 "� 6' DEEB w/ 4' �57aN SP I K -E TIF ,E=TTlE.2. r .•tiF.L s. c. -q:•., �--- `""_ �7t L7`)
4'Cd. eX"- GAL. - 2S ' X
.afn<& SaPrK �1i f COMP./DESIGN: A. H.
1. FK''}----iT�__. S
Tc1 P rntotC PR£G7srOR81C)C
/O'M,'.i' ' ,•� t •'• SEEPAGE P/T S/LIES - Z�{Y S•F X Z.S= �o Zj �nD -��-v.�• _ }
;.,a �. �. [ n., . l
� I
DRAWN: }�-}
Z%0H /5 S.G. r(.0 S SPD tia. I' ' 12'' IrLP /rte
i
FIELD:
4-03 777 fG83P � 11� r T 5' -'� FILE NO:
20'MSV t XZ R Z't.._A ( I.\it `..% i..�.�%�:�±.._ 150 r,•r.! 5
r /WASHED STO.v£ i -' - - tJ j r�
r DWG. NO: 984-2 JOB NO:03-1542-01
r 1�I 70 TA,
Cl! 5.P /554 <n>,I r ter, -
r /
SHEET: 2 OF: 2
y