HomeMy WebLinkAboutSE83- 1988 Proposed Septic 2i
FIRST FLOOR
ACCESS CO%VTS 717
1MAI!•RiTGNT WATERTIGHT ACCESS COVERS 707 ; `':ij :i' ' �' ' .: '"'s• , • ' "- ' ' : '• � .. " � !
or 1UGNT TO FINISHED GRADE E1
Ia
BF 17OfIGNt' TO ANISHED GRADE
EL.c8.7 `- =-'i ;'(� a., l •
E1cIS. CND- IJSfMG CAST IRbN FRAMES GNO- EL GND. FL USING CAST IRON FRAMES AS i �Q0 .... .., .. P
7.D 7.0 7.5 REQUIRED BY BOARD OF HEALTH . �. _ 00 -.. ! !. %i}t .op
IttWfREa 8Y "RD 0 H � .
/ OF ti a
QUICK btSC[7NNECT ......
+='� ., ..:: , r-• � :�'� ' _ / � ..��.�
ATE VALVE
DESIGN CALCULATIONS;
S• i.:- BaxtLYs:
'
-~ O 2' _
of 4 SP I0 2" FORCE MAIN ? Md1 I stn
2T of + Stir 40 24" COVER
PX PPE PVC
OPE S - J02 1, TY. USAGE DESIGN FLOW, BASED ON SIMILAR 'FACILITIES AND P���•1
PtiC
]':-•/.: 5` I 4`' _? P. c+ fit' : _ : ,'
So .02 TOP TANK .sE.>S� ... .:..: .. .. , ., TOP _TANK EL.--5.10WEEP HOLE _ ,•,_ - . q : I'" ,.\.. 4. �. $ r0 _. .,
,, ., , e ..: y.:� _;..•: -.:; .,:. ".. • • x 10 GAL,,�ERSON - 500. GAL AY •� ti.. .�. ••• ,}•' `'af .
-" .. DAY CAMP 50 PERSON -• /D
. N . OUTLET - 1.0
Ey'1 :
2- PROVIDE 15 CULTEC C-4 CHAMBERS:, CONFIGURED IN
To ME
. • Et> ABED DEP TRANS
_ S.
L 0.3
INSTAL LIQUID LEVEL { # WEST i _r •. ��
WD37676 REV FES 22, 2010] b '
0.1'
U
YARMO T)Ei
��
DEPTH INV. EL. 10 MIN. DEPTH 15 C I ..:: - .47 ._
10 Miff. d 4 PVC HAMBERS X 5 LNEAR FEET/CHAMBER m 120 LINEAR FEE c , - r
4.39 r .. .:' . • �i
cllEcl< VALVE 120 LINEAR FEET X 6.7 `SQUARE FEET/LINEAR FOOT = 804 SF
INV. EL INV. EL. ' 4.0 INV, EL. 4.0 ALARM ZO YV' ; .. ' . , . ¢ 4� _v .'. ,•
5-1 ♦.3s Qr88t �! : : r 44
l , y
4.64 13AFFLE 7ABEL EFFLUENT FILTER 3. SOIL CLASSIFICATION FROM SIEVE ANALYSIS. UN -COMPACTED CLASS i SOIL er • ColonlaL � g
ON 14' PUMP leach . , • tiW
WITH > 95% SAND LTAR = 0.74 GPID SF r Acres ..,
TTOM ®oTToM SEE DEI'AJL / H9anlus .`
1,000 GAL 500 GAL _
17.dR 0.25
f1N4GE : 24 OU FLANGE OFF 6
48 HOUR HOUR t: 804 SF X 0.74 GPD/SF GPD
D
o
by q p /� A
1
COMPACTED GRAVEL PROPr i 0500 G�L. PROP. 00[.10 GAL.
:1 ,t
a0
r VARIANCES •,i;,�yPyAo:,I ., y :m
H--20 MONOLITHIC H-20 MONOLITHIC g y
1. RELIEF FROM THE REQUIRED DUAL ALTERNATING PUMPS TO ONE PUMP.
Y/Wr RPROO SEPTIC TANK
ACBE �STPC 152M) WATERPROOF PUMP: CHAMBER Fiddle Head Rack • E. -•
ACME STI02M
iI f'
cm7r
CSm"O (►�!T � '-O" POW
UK 12" L174flP LOCUS MAP
ASR TO WP Mf TYPE GAP, SEE COW. cum STOP - � N4TW Et46Yax1
6" off' av" coo" SLOPED mw. COK AIMAJFACRJRER'S TO BE AVSTKIED - � NON-MKYVDV GEOTEXIILE fAL021 - TO BE WSTAU. W
J'REVDIf FONorNcEr�ro.euoJL�4T►oN - TUP WALL- (CMTEQ INTO OR EBt.Wa - _ - TOP WALT: - �71..TiL DATA
8" 4f 4" /4h 40 PVC - EL -8.0 - AM 8Miaxff57OMC NG Wa - � Aft CW- EL -A.0
_ EL -8.2 TOP L*" 4"-6" CRO-wiFD
4fNCfl $ AFPROVEO STZ7kE 4£Nfi7T 4" w1 I SOIL TESTSPERFgiMED(>2/0112013
EL -7.7 STAVE ORAruGF BY M.CAMPAGNONE AND
MkTTt� OR CONCRETE pAtt• Elf, tom. iZ" Aax. UYFR OR EQUAL
sirr�yg, t
MR-W7104
'IGEYr=� Tdi FOIt4t� \ TCfP L7.7 EL - 6A WITNESSED BY A.VAN HONE OF
QNt.%TJ - �q g 1L61°C - SM Lf\'E1L � EL -7.7 _ - .
n H-hqNHnH4AN. WET. To e w .. IV -3"
Svc9" THE YAF2htC!LlTli[iOARDOF HEALTH
W. fL
s 4' - _ e' 4 TEST PIT #1
$14 EL TUCX ty W# trE UP
u!RAcRla BOT II ALL MAX
.aW LIEJOER JAN Z 2JE UA TTV E 4D AhhK Or EL -$.0 6.7 tr
FA8R1C :LICKED ii -.A.° CLCTEC c -,4(w) WXAL cEOCR[7 ItlRA(tYFICJ - EQUAL TQ E7cTDm A MOC OF 12' dATEC c-4(ND) 4wrT �AN� Nw. a' Ccwp - -
l/DVOER MAN ?' - J' BE)17AD LA:CT OF CH4AfEFJtS -
6• GRIPACTED GRAVEL $A 9fT 3t 7fM4TE OR APPf IXi/tAwgr OF OVERDID SFPTk SMJD IiACA77[L STOWED A
SAMUY LOAM
10YR 7R
%�• 5TQNE BASE
SE 40 SAND EDW. DD EXTEND AWL OK E! . 2.0 _ 5' 40 JAL POLYEkI}7T Flo LOAJJY SAND
4' 3.1' H4L7Cf1l1 3' DO'ONO [.Y47 a CFAIAIBERS S'40 iNl. PCLttAVER -
AT LWT' OF OtfRDlD - LIABT OF OMV4 - IoYR fm -
ci swAmE BOT LNV? .• 1 BOT LINER 4.2 7FtnESAND
•.t.ha : - - 5' 40 AM. A(KN_N'ff8 -r: Ct SiXTABt£ EL Ct
ty' MT OCCt>ITRfNG 7.eir el4
-_. A61T_ IXJCIIRR1It� EL -2.7 AT LWT OF OYfR01f' �:'RL' _
E rars.w.
El- • t.5' NGA9 r'-�'�' ESRK4/ED TR(,Tf MIH:. nOW •�__'-` • AtJN. EAcwD 40"
,arr;•- 1+, ,ECD "C HJ C1 12" +' ESTTANTFD lRGli
, Y _''• ' �. D--l;li0tA4J' M' 2 5 GM IN Cl 12 Cs CRs SAM
O.H.0-M EL -2.5 NOVO - _
EL - T.4' NPY4
94 -
SYSTEM PROFILE SYSTEM! CROSS-SECTION 4-7. 5A
S - kAEIz ",-B`f c -"TlFY -Tz.lti ke ; GENERAL NOTES SYSTEM NOTES �a �.
• G.W. DEPTH - 1A (58")
Stkx 1L� }Imre.! Is As M-5 pfE� 1. VATERIpLS AND METHODS OF CONSTRUCTION SHALL wEEMAND
N/F PONFORM TO THE REQUIREMENTS OF ITTLE 5, AMASS- T. ALL COMPONENTS SHALL BE CAPABLE OF SUPPORTING AT MINIMUM AASHTO H520-44
LEACHING 8E0 IS Ar ANL10VER ENVIRONMENTAL CODE AND THE REQUIREMENTS OF LOADS. EXCEPT AS NOTED. LEACHING BED IS DESIGNED OR H -TO LOADING ONLY.
DESIGNED Ei) TO TOWN OF COVER 10 DECD Nr, Zv5_o1 R, �7
YARMOUTH 017LITY :�"` "'" TAE LOCAL BOARD OF HEALTH.
WI STAND N-10 PUMP SHED ^ � '\��•' "�� 2. ALL CONCRETE COMPONENTS WILL BE BY ACME PRECAST, OF W. FALMOUTH MASS. OR SOIL DATA
LDA NG, PARKING MANHOLE BM = DISC SET IN CONC WALK - -- �? i�S^
LIMITED To j PAPER STREET _ ( r� � { x " 1Y CHANGES OR %%R44T TH � E APPROVED EQUAL. -
SMALL SS MI ONLY 128 EL -6.08 NGVD PROVIDED r 1`i cr "tea ♦ gCcsr 2. ,t, ,NS FROM t PLAN t,fU�T BE
SOkL TE67'g PERFORMED D2J7i tI2013
APPROVED, IN WRITING, PRIOR TO CONSTRUCTION BY BOIN BT AICAV7'Ar,NO;E,=.;h
8Y TOWN ENGINEER) f j�,b to `r ¢ sS oc fo reS taC 3. ALL PIPE WILL BE 4" SCH 40 PVC. EXCEPT WHERE NOTED. WaWS8ED BY A.VAN HONE OF
-. < J PIE PROJECT ENGINEER AND THE LOCAL B.O.H. THE YARMOVTH BOARD OF HEALTH
X x x� f: � N� �.:7:=3 -
- - -- - 4. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR OTHER TEST PIT - #2
3. FLL UTILITIES SHOWN ARE PLOTTED FROM THE BEST AVAILABLE
(':FORMATION AND SHOULD BE VERIFIED BY THE CONTRACTOR COMPARABLE MEANS IN ORDER TO LOCATE.
�.F + FOR THE EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION s2 r
_ 5. SEPTIC TANKS, PUMPING CHAMBERS AND GREASE TRAPS TO BE MADE WATERPROOF BY A IayR Le>tiM
ko / > > + � 4 4 > > > -' > � -' OF THE PROPOSED SEWAGE DISPOSAL SYSTEM. CONTRACTOR IS 1DYam
a`J > > ► + + + + i > > > > RESPONSIBLE FOR CONTACTING DIGSAFE. MANUFACTURER SPECIFICATION OR OTHER WRNS APPROVED 6Y ENGINEER. 8.4 IV
a, LOAMY SAMA
+ > > > + > BEACH > > > > E.T 9I
PROP. DBOX RIVEWAWn I RAs s� 4. WETLANDS LOCATED WITHIN 150 OF THIS SITE ARE INDICATED ON THE 6. DISTRIBUTION BOXES SHALL BE EQUIPPED WITH A RISER TO WITHIN 6" OF FINISHED GRADE.
N =126 3 i a > + > > > > + + > PLAN. THIS PROJECT DOES LIE WITHIN THE 100' WETLAND SETBACK. cl rna�iNO
40 MIL
x ExIS?INC BClAT PROPOSED I > > ; } > + ' + + + ; > > > + 7. CONSTRUC17ON AND .MATERIALS OF PUMP CHAMBER SHALL BE IN ACCORDANCE' WITH 7O s+
PERGOLA > + ' > > > # > > > > + > > + > ' .310 CMR 15.221 AND 15.226_
POLY LINER # HOUSE 5. THIS SITE IS LOCATED WITHIN A FLOOD ZONE AS SHOWN ON THE LATEST c: CRS SPO
et LIMIT 5' FF = 6.7 > i > > > > > + + + FEMA FIRM MAP " CRS Sa
DIG "' W I , ►--; i a ♦ a > S.
ACCESS SI-IAI.L 8E PROVIDED BY WATERTIGHT 24 DIAMETER CAST IRON FRAMES
OVE " 5. T4'S PLAN MEETS THE REQUIREMENTS OF 310 CMR 15.000 AND AND GRATES ADJUSTED TO GRADE. 1e s•
x- PROP. 1500 GA , ' THE RULES AND REGULATIONS OFI THE LOCAL BOARD OF HEALTH. PERI. RATE -SIEVE
LLI 1 5EP17C TANK I > EXCEPT WERE NOTED. 9. ONE INSPEC77ON PORT OF 4" PVC TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. SIEVE DEPTH• 30"
G.W. DEPTH - 7.4 (gr
� PROP. 1000 GAL
7. CONFIRMATION OF THE CONSTRUCTION OF THIS PLAN IS REQUIRED. 10_ ALL CULTEC CHAMBERS TO BE HEAVY DUTY MODEL. HD MODELS ARE INDICATED BY A WEEPIBTAND
iAi PUAdI CHAMBER -- �` T :LE ENGINEERING, INC. SHALL BE NOTIFIED FOR INSPECTION: COLORED STRIPE IN THE TOP OF THE UNIT. ALL CHAMBERS TO BE INSTALLED PER
5 - WHEN EXCAVATION IS COMPLETE AND PRIOR TO PLACEMENT OF MANUFACTURER RECOMMENDATIONS. dE!�
"C 0 SAND, FILL OR STRUCTURES;
PROP. HAYEALES r �
W 0 Y 6"' --- -"` TO BE INSTALLED _ AFTER BACKFILL WITH SAND; 11, A GEOTEXTILE GRID TO BE INSTALLED UNDER THE PROPOSED LEACHING CHAUSE•R. GEOTEXTILE TO
WAL PRIOR TO CONS. _ _ f r , SYSTEM. ENCH BOTTOM; BE MIRAGRID 2XT 13"L GEOGRID BY TENCATE OR APPROVED EQUAL. LIMIT OF GRID TO EXTEND ,t rhe
Ir=$ AM 16 LOT 56.1 -- AFTER INSTALLATION OF SYSTEM AND PRIOR TO BACKFILL OVER A MINIMUM OF THREE FEET BEYOND CHAMBERS IN ALL DIRECTIONS. O 5
' '" o AFTER FINAL GRADINC 11. ALL OF THE "A" AND $" LAYERS SHALL BE REMOVED AS PER 310 CR 15.255 (5) FOR A DISTANCE `�Q q t
+/-0.29 AC -- �- - - -STAKE WALLS
1 �. v •- _ --- J' c OF 5 FROM ALL SIDES OF THE PROPOSED LEACHING SYSTEM AND FROM BENEATH THE LEACHING
;q< , Q ROCUREMENT OF THESE SERVICES IS THE RESPONSIBILITY OF THE SYSTEM TO AN ELEY N OF 3.7 OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL I5
OWNER/INSTALLER. REACHED AS PER 310 CMR 15.250 AND THE LOCAL B.O.H. OFFICER. AFTER THE EXCAVATION RI `
- .�-IS
MP
LLIT11 1 CO LETE, THE AREA WLL BE BACKFILLED TO THE DESIGN ELEVATION AS PER '310 CMR 15.255 (3)
" �6 f PUMP A0.( N V 1 tI AS AND THE LOCAL O.O.H. OFFICER.
PROJECT:
4
Pf' ROP. \ � l r-- J � � 1. PJMPS SHALL 8E T4t0 MYERS MODEL SRM4, 4/10 HP OR APPROVED EQUAL. ,r,O.�N p�l YARMOUTH
"I� ++ ��-�� �- 2 biERS OR APPROVEDPUMPS TO AEOUON OFT OUT RAIL MOUNTING ASSEMBLY BY SAILING CENTER
o R4SED LEACHING 0E , f m /
G rP TOP WALL EL.=S.3 ti �''� 7 F
� � � / � ' � � __- 3. PUMPS 70 BE INSTALLED IN PARALLEL AND TO OPERATE ALTERNATELY DATUM C1,�T; `I'O� OF .YARMOUTH
+ c r / 4. PUMP ALARM TO BE LOCATED IN BUILDING WHICH IT SERVES OFFSETS YARMOUTH
T
Q� p ` AND POWERED BY A CIRCUIT SEPARATE FROM THE CIRCUIT L ARMOUTI i TOWN HALL
PROPOSED BLOCK i �� � � .ti' TO THE PUMPS. I Muw NGvD 1146 ROUTE 28 SOUTH YARMOUTH, MA
RETAINING WALL I a PUMP ALARM TO CONSIST OF BOTH AN AUDITORY AND VISUAL ALARM. 4.33 2.63 AIHW ,
BY KEYWAY OR00
APPROVED EQUAL I W I E: CONTROL PANEL TO I, [�
`lCLUDE A MANUAL ON OFF SWITCH, AND � ee ni n e ri n
N /F j THREE AUTOMATIC SWITCHES.
STIGMATINE 1I / p SITE IS LOCATED IN PUMP ON = 14"
FATHERS INC_ 1 % w A VELOCITY ZONE PUMP oto s"" 15 C•eek Road I Macon, MasmhusettS 02738
V PER THE LATESTALARM/LAG PUMP ON = 20
o 0 2.58 0.88 o NAw 1: 508.748.0437 wwv~v,CleOni^eenr.g.rom
1 1 ' � z FEMA FLOOD MAP
EXCAVATION TO BE DEWATERED U31NG A MIN. (VE13 EL=13) 7, TO PREVENT DAMAGE FROM FREEZING PROVIDE A MINIMUM OF THREE FEET 1-70 0
75 SF FILTER BAG. FILTER BAG TO BE SURROUNDED b
BY ;4 DOULBE ROW OF DOUBLE STAKED HAYBALES. LAND SUBJECT TO OF COVER OVER FORCE MAIN-
BY
TO BE MONITORED FOR'SUITABILITY, �' COASTAL_ STORM FLOWAGE PROPOSED SEPTIC SYSTEM REPAIR
' / 8. 1/4" WEEP HOLE TO BE DRILLED; UP GRADIENT OF CHECK VALVE TO m
ADDITIONAL CONSTRUCTION BMP'S MAY BE REQUIRED. fu ENSURE FULL DRAINAGE OF FORCE MAIN INTO PUMP CHAMBER. AND NOTICE OF INTENT PLAN
I I 0 -1.70
9. A. GENERATOR TRANSFER SWITCH TO 9E rNTEGRATED INTO SWITCH SYSTEM OFFSETS TAKEN FROM SCALE: 1 "=20' CHECKED DATE' 09 20 2013 ORAWNG No.Ya. ,.en zoj.,w2e.
THAT WILL AL0'TY OPERATION OF PUMP SYSTEM WITH PORTABLE GENERATOI ;., NOAA TIDAL STATION DRAWN 8Y: A(.Com @Y. M.CounE COMP.CODE 11136.100
SAQUATUCKET REVISION No. DATE COMMENT
10. ELECTRICAL PERMIT REQUIRED