HomeMy WebLinkAboutEngineered Plan - Rev. 20071-1/4' FEMALE
8 iObs Port 8° removable cap at grade ADAPTER WITH
Install alarm &control Fin EL = �. (or 7" irri ation box and sleeve) MALE PLUG 12++
EL 7.00 C]
box inside of bldg Too
= �' STANDARD NOTES
EXISTING GROUPJD SURFACE EL 65__PVC Cap -rCj 4' Cap
Exist " '"Fffi OREMc° Nut Top =�: ,.-I��r�'�. \ 1) .THIS PLAN IS FOR THE /REPAIR OF A SEPTIC SYSTEM.
1/8 to 1/2 Double Washed Stone (r_ Layer) SHIELDS E l
Quick Disconnect In v EL 1 r Z! „ 1 + �J 2) ALL INS Al•,LATION PROCEDURES AND MATERIALS CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENT CODE,
T SHALL AL E
Hand/Ball Valve ta_-�,3 2 ORENCO 12 ... TITLE 5, AXD THE TOWN OF _-__ armou_
__ SUBSURFACE DISPOSAL REGULATIONS.
1'L : 6.t3 - SHIELD -----
L L = to. Cv INSTALL zABEL FILTER o i F 3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
tctl 1-1/2' 1/2' Drain Hole ,
2' PVC 90 DEG ELL _ 6' .Deed .3%4.' fo 1.-1/2' OR ZONING REGULATIONS.
Double• Washed stone - at lateral crown "`'"
LIQUID LEVELsecure Cham Ball `VBOOT DISCHARGE
Exist 5.67 t;. aa�l ao� Slo e to Drain �� elevation i '9 4) THIS PROFERTY IS SERVICED BY TOWN WATER
Cra wl E-= PIPE INV 7.30 Level Totnt 1-1/2' 90 DEG ELL
5.25 INVERT EL 5.2 back to. pump , c 5 i` 5) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM
10' ,BOOT• EMER. w 0U WEEP HOLE ALL LATERAL PTPING SHALL BE 1-1/2' DIA. X78
Space INVERT EL " chamber -
INVERT EL 14 INVERT EL ALARM ON LEVEL 236 STOR, w r� CHECK VALVE SCHEDULE 40 SOLVENT WELDED PVC PIPE ++
In v Bot Stone 6) ALL CO I ERS' OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6 OF FINISHED GRADE
GAS BAFFLE AT OUTLET 211 3� �r w� 5.05 Prov. E - _ L S COMPONENTS REMAIN ACCESSIBLE I HAL DIRECTLY
L -
LEVEL MERCURY FLOAT !
P ON a: MERCU CE OR INSPECTION. NO STRUCTURESS L BE LOCATED D ECT
PUMP z R NAC E F
YSTE .
PO TS SHALL
. _ Jr.SO .. LEVEL CONTROLS �. J • ) ,- -
• L7B '¢ 1I � w� - 4 x 4 x 1-1/2�• Reducing Tee 3/16 DIA PERFORATION (NOZZELS) - T❑ BE DRILLED SMOOTH 5.0 MIn. � ,,; t/s' x v2 •,-�
PUMP OFF LEVEL I AT 12 O'CLOCK AND VENT HOLES (PERFORATI❑NS) TO BE DRILLED 120 Ad HGW -Pea stone
INVERT EL H-10 BDT INS 0.95 In. sump EL ti�a SMOOTH AT THE CROWN ELEVATION TO PREVENT CLOGGING I "- - - BOti 4''� UPON OR .�'BOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTIC
BUT EL 0.62 4 SEWAGE PUMP, GOULDS \ ^h•�
Bot 0.92 Nadel 2 WD 1/3 HP f PUMPING 0.17 REPAIR.
0000 OR EQUIVALENT) Po -
Z) O 000 6' STO-!IE BASE 4'XB'x16' SOLID Interlocking Block 8 NO DRI W.1 Y, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
3/4' TO -1/2' DIA. CONCRETE BLOCK PLAN VIEW )
6' Crushed Stone Proposed _ 1,500 Gal z REQ.
Proposed 1, 000 Gal ({ ({ {� Wall w/Stone Base SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED.
Septic Tank H-10 pure Chamber 11 II I 8" x 12" x 16" 9) SEPTIC WANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE BASE
2.0' i TD ENS , RT STABILITY AND PREVENT SETTLING.
I 70 I Shorey Precast. Shorey P.recas�t \ e' Dim Sin 4o Pipe 01"enCO Shleld
Wa terproofed 4' MANIFOLD with removab;e cap 10) OUTLET jDk'TRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
Wa t r roofed (or 7' irrigation 4' removable cop Orenco Shield to be snapped securely 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
4' loam and Seed Into place around all end of pipe
fiUOYANCY CALCULATION Into place and on each nozzle a each OF DRIViX,1YS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
BUOYANCY CALCULATION 12' MIn/36' Max Cover- 4' Sch 40 Solid Pipe Orenco Shields lateral. Slots 'on orifice shield to be 12) ALL BUILDLjVG SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4- AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
1,500 Gallon H-10 Septic Tank 1,000 Gallon H-10 Pump Chamber 2• Layer of N located directly over each drainhole• „
Y o o , o 0 0 0 0 oin c 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT . EXCEED 36 UNLESS VENTING HAS BEEN PROVIDED.
(5' 8" X 10'-6" x 5'-8') 115'-8" x 4'-1°'� X 8� 6" 1/s• tp I/2• 000 80 000 0 coo 8 00 1;�eb� 1-v2' .Pve Sch 40 ❑renco 1
Max Grd Elev Bottom washed stone ooh g� , S� o a off• o Laterals <TYP) with Shield c 14) IN THE " Rr"AS OF EXCAVATION, EXISTING GRADES' SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
Max Grd Elev Bottom Water Elev Tank dig Width Length o0 000 �00�0 0 000 00 r1L perforations Laterals Holes 5
Water Elev Tank Htg fYidth Length 62 - LBS x 2 767 1 LBS Distribution oo S' 5' . S at 12 o'clock position (Typ) Op iv 15) IF SOILS�A�?E ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
1.7 - 0.92 = 0. 78 x 62.4 BS x 5.67 x 10.5 = 2, 898 f LBS 1.7 - 0. _ f 08 x 6�? 4CU Fx„l 4.8� 8. o - -- t 1/8' to .1/4'
6' Layer of Lateral THE DEEP OBSERVATIOM HOLE LOG, CONTACT A & M LAND SERVICES AND TOWN BOH BEFORE PROCEEDING.
CU. F7 3/4' to 1-1/2' 4' Perforated PVC Pipe Sch 40 front Double Washed Stone
11, 480 J - 2,898 p = 8582 lbs 0. K. 8,240.2 I 2, 767-'= 5, 4731 lbs y 0. K. Double Washed sand to above peastone (no stone In. pipe) 3/4' - 1-1/2' 16) CONTRAC11TOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES.
Stone <No Fines) to be used as a visual inspection port. Double Washed Stone
OBSERVATION PORT DETAIL 17) CHANGES ',OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO A & M� I,'ND SERVICES AND TOWN BOH FOR REVIEW AND APPROVAL
N/F .18) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST
Bishop 24 - 48 .HOURS PRIOR TO INSPECTION(S).
Map 34 Parcel 145 See EXca va tion Notes i
Puttnp Storage� � - -
(Vacant Land) (7.9) /
' T'ertn:3 valid for iLEPaIIt OF SEPTIC SYSTET4
5.0 - 2 36 = 2.64 r' I Remove and - 2 x 4 eccentric 18+ I ONLY, d to State ,and Local septic variances.
�. 64 x 250 /LF = 660 Gal PPOPOSED LEACHING. �A. CILIl i y Replace Existing 35.00 \ � increaser coup
Stockade Fence „ 2' FORCE MAIN t , t r „ . L: n of Healts, rcric;r and approval is required
660 Gal 440 Gal Min i' x 18 Leach Fled with 1 1/2 6'oo t SCH 4o PVC 4 ca
p fv any future adt it"sirs/re::�vations/alterations to
�y 01 �, Wv�a a facilities and/or structures/d;-reltinb.
4"4"0' / 8 dose/day - 55 Gal PVC Pipes (Total Area 34 x 18� N
83 Gal (55 f 19) = 74 Ga; �� 5 2' union 4' SCG 4 MANIFOLD
et' �'_ 2' o rim seal �' r nsaattlg Elealth Department
_ Trust
qp Mzl �n Con 0 40 PVC SCH 40 PVC oo Conc
83 � 74 ' ` --prop �, �, �� l Trus PUMP CHAMBER - oo' Block
N/F 6 `t �, Pitch 0.01 to pump chamber -.- Pitch 0.01 to pump chamber
83/250 Gal Ft = 0.33- Pacheco E z 2 Ik Propose d
126 Evergreen Street og'00 0�� I -' ;� DT " /j �,7 2 x 2 90
\� 1V1anI�011[ BEG ELLS Note: All piping to be solvents
South Yarmouth, MA N 72 6.2) 1�� mac;-' • (7.4}j welded schedule 40 PVC
Map 34 Parcel 58 \.v -K.
i /� w _ HEADED MANIFOLD DETAILS NOTES
(8.1)
on Site Plan dated 512019 7 I - t s ' Install alarm on seperate electrical circuit from pump float
SAS as shown e� 'Z.G ' O _ .__ -�_` to control box
2 gQ Prepared by Speakman Construction
. .1 �. V � install electrical connection from pump to .water tight box
1 !
IS
hed % f"� with cover to rade
IGl.'i'�".c�, -4 �`'. �. ' '� �' �' 3�1�Perforations /- lIZ .Laterals Alarm (audio &visual) along with control box to be located
� inside building in conspicuos location.
Il 1 `ro. -�1.�� - ° (------g -• �-- Licensed electrican. permit. and inspection required for
\y \ Liner Remove and �.-f I toBOH testing of p+control box, and sign off. alarm and breakers prior
40 NU� Replace Fence„ O �- +
��
Pro As 7' As required
P
Proposed`: 2 o 2
Prop OS e d `,. Block Wa ff,,
Proposed
ro N
1,500 ral z� -
4__ 6'4) a 1,000 GaS-, Tankl
1
��//�, c sh �.3` Pump' Ch a:rr.� ,fie
N
do - 6� -��--
BVW (4.4)fi` M Ei,,� =_�d' 4 J - '` Inv EL m o
\ Cor Ta��lock
P 5. ump
`� 0 \ Lea ch_flel. d Detail
Ali, a C \ `W
c Bldg �, a,,0 N.T.S.
cp Co lab B d r'. O NIF 4
S \ 7' \ \ Palmer
Bordering 4. tic.,; E osed
Vegetated Wetland N ° '.n Fri L ace .� 30 Arny Lane
c Porch TDF v'� sp ON`, Holliston, MA 01746
\ Cra \ NOTES AND INSPECTIONS
• :0 6 4) o M
p 34 Parcel 62 1 I t' of unsuitable material removal (if any)
BVW delineated by
Wetland Sci en tis t
Lisa Hendrickson
_Flo OF Plan
I Storage
Porch Ki t
t 6 AND THE _EASTERLY PROPERTY LINE.A ____ SETBACK IS PROVIDED.
6362 / (TITLE 5 SECTION 15, 211(1)) A _3'__ VARIANCE IS REQUESTED. ,
Bvw 4) � (4.86)
,2 g » yh / 4•) VARIANCE TO THE __20'__ SETBACK BETWEEN THE EDGE OF THE LEACHING FIELD
Bath Bed #2 � . \ 11040'4 i .,- "r AND THE EXISTING BUILDING. A ___ 18� _____ SETBACK IS PROVIDED.
,*
First Floor
Ba th
Bed Bed
#3 J4.
Second Floor
(5.0) \ S / (TITLE 5 SECTION 15.211(1) A _2___ VARIANCE IS REQUESTED.
\ 5•) VARIANCE TO THE 1 �' SETBACK BETWEEN THE EDGE OF THE SEPTIC TANK
-AND THE EXISTING BUILDING. A ___7_'___ SETBACK IS PROVIDED.
(5.6) �- .. '' Wa ter (TITLE 5 SECTION 15.211(1)) A VARIANCE IS REQUESTED.
VW #1 / '"` f 6.) VARIANCE TO THE _10_ SETBACK BETWEEN THE PUMP CHAMBER
Bed ,{I, l AND THE EXISTING BUILDING, A SETBACK IS PROVIDED.
08�=
5 SECTION 15 211(1)) A 3' VARIANCE IS REQUESTED
n
J
(EL = 7.4 i)
/
"fo
=
2. Surveyor to stake out all construction. %
N/F
South Shore Dr.
Ty
b
YARMOUTH REG 3.7 A aq.'' _ VARIANCE IS REQUESTED.
4 Wide Ditch
�\ 0
3. Verification of cesspool/leach pit removal or
` Dolphin Court Assoc.
i
43>
(4.9
/
EXCAVATION NOTES
B
\
abandonment (if necessary). i
4. Inspection of containment wall or flow barrier
� Ma 34 Parcel 60
Map
fi559)
C
1/
HOLE LOG) AT APPROXIMATE ELEVATION 5.4 , FOR A LATERAL DISTANCE OF 5'
Deep Obs Hole Date: 8/16/06
N
installation (if any).
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
Depth to Standing Water: NA
Depth to Weeping Water: . 81" 61 r- 0. &!
j 5.3)
FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
USGS Observation Well: MIW29
i
5. Inspection of the 3/4" - 1 1/2" inch stone prior
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5.
o'S,
to placement.
3.5)
Ca tch Basin
I
TO THE RETAINING STRUCTURE
OF FILL INE.
Bk Rim EI = 5,43
\
6. Final inspection of all components prior to backfilling•
7. Final inspection.
PLACE FILL .ONLY WHEN BOTTOM SURFACE IS DRY. � Tt= RLQ t thj .- . v�,, •r,�
Q
.9
grading
Ca/
'rE:rr�e^Ir-
Lot
5
�fl 13A r It.t-ttf4r.
di,
-
. •
(4.3)zt2t
6,
n
eJ / ry0
Sq.
F�. \
ApIr01- TC fir �`fr°f �; ail L,trriai�alnl/C,�Bt't„�
d,1
g
ori (5.5)
MAXIMUM FEASIBLE COMPLIANCES
ail+
4.1)
BVfY
l
,
(4.9)
\
1.) VARIANCF, TO THE __10� _SETBACK BETWEEN TIDE EDGE OF THE LEACHING FIELD
111
t
AND ?TIE _ MEZNEELY PROPERTY LINE, A _-_7 ___ SETBACK IS PROVIDED.
!f`3
(TITLE 5 SECTION 15.211(1)) A _3' __ VARIANCE IS REQUESTED.
g
Catch Basin
2) VARIANCE TO THE __ 1 _ SETBACK BETWEEN THE EDGE OF THE LEACHING FIELD
'
i Existing Gas
k Rim El = 4.82
AND THE'_EAS=A_ E PROPERTY LINE: A ��'_:__ SETBACK IS PROVIDED.
`
' 5 9)
(TITLE 5 SECTION 15..211(1)) A _:... _ VARIANCE IS REQUESTED. 1
aid,
`
`Line
O oo UP
3.)' VARIANCE TO THE 10' SETBACK BETWEEN THE PUMP CHAMBER
t 6 AND THE _EASTERLY PROPERTY LINE.A ____ SETBACK IS PROVIDED.
6362 / (TITLE 5 SECTION 15, 211(1)) A _3'__ VARIANCE IS REQUESTED. ,
Bvw 4) � (4.86)
,2 g » yh / 4•) VARIANCE TO THE __20'__ SETBACK BETWEEN THE EDGE OF THE LEACHING FIELD
Bath Bed #2 � . \ 11040'4 i .,- "r AND THE EXISTING BUILDING. A ___ 18� _____ SETBACK IS PROVIDED.
,*
First Floor
Ba th
Bed Bed
#3 J4.
Second Floor
(5.0) \ S / (TITLE 5 SECTION 15.211(1) A _2___ VARIANCE IS REQUESTED.
\ 5•) VARIANCE TO THE 1 �' SETBACK BETWEEN THE EDGE OF THE SEPTIC TANK
-AND THE EXISTING BUILDING. A ___7_'___ SETBACK IS PROVIDED.
(5.6) �- .. '' Wa ter (TITLE 5 SECTION 15.211(1)) A VARIANCE IS REQUESTED.
VW #1 / '"` f 6.) VARIANCE TO THE _10_ SETBACK BETWEEN THE PUMP CHAMBER
Bed ,{I, l AND THE EXISTING BUILDING, A SETBACK IS PROVIDED.
08�=
5 SECTION 15 211(1)) A 3' VARIANCE IS REQUESTED
DEEP OBSERVATION
9)
J
(EL = 7.4 i)
(TITLE - ---
7) VARIANCE TO THE __ 100_'_ SETBACK BETWEEN THF EDGE OF THE LEACHING FIELD
BORDERING VEGETATED WETLAND. A Cvle___ SETBACK IS Ph0VIDED
"fo
Soil
Horizon
Soil
Texture
AND THE __.
South Shore Dr.
Ty
Waltham, MA 02452
YARMOUTH REG 3.7 A aq.'' _ VARIANCE IS REQUESTED.
4 Wide Ditch
w•
MISi
/ ;'; , WideaSqp
�) Va-r�lolsc.� -ry 'cvc X 2��'ip 22 / Onl,l
i
43>
40
7" - 24"
EXCAVATION NOTES
B
i
1)
EXCA VA TE ALL MATERIAL ABO VE SOIL HORIZON C (SEE DEEP OBSERVATION
fi559)
C
Flne/Med Sand
HOLE LOG) AT APPROXIMATE ELEVATION 5.4 , FOR A LATERAL DISTANCE OF 5'
Deep Obs Hole Date: 8/16/06
Soil Evaluator: Ed Stone
Witnessed By: Philip J. Renaud
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
Depth to Standing Water: NA
Depth to Weeping Water: . 81" 61 r- 0. &!
2)
FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
USGS Observation Well: MIW29
i
Comments: Index = 7.3 Ad ' tmen,t 0.55
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5.
3)
. SCARIFY THE BOTTOM SURFACE .OF THE EXCA VA TION PRIOR TO PLACEMENT
Ca tch Basin
TO THE RETAINING STRUCTURE
OF FILL INE.
Bk Rim EI = 5,43
4)
PLACE FILL .ONLY WHEN BOTTOM SURFACE IS DRY. � Tt= RLQ t thj .- . v�,, •r,�
DEEP OBSERVATION
HO L .P' LOC
'Test Hole . #1
(EL = 7.4 i)
D p h
$1ev
(It)
Soil
Horizon
Soil
Texture
Soil
Color
South Shore Dr.
Waltham, MA 02452
(USDA)
(Munsell)
0 -7"
6.8
A
Loamy Send
IOYR4/3
10YR5/1
7" - 24"
5.4
B
Loamy Sand
7.5YR616
24" 120"
-2.6
C
Flne/Med Sand
2.5YR614
Deep Obs Hole Date: 8/16/06
Soil Evaluator: Ed Stone
Witnessed By: Philip J. Renaud
Pero Rate: <2 MIN/IN ® 54"
Depth to Standing Water: NA
Depth to Weeping Water: . 81" 61 r- 0. &!
Depth to Mottling(Color): NA
Est Seasonal High GW: EL = /, 0
USGS Observation Well: MIW29
Date of last Measurement: August, 2006
Comments: Index = 7.3 Ad ' tmen,t 0.55
Per BOH J.26 0.55.
y �
DEtiS IG.N.. DATA
Number of Bedrooms: 4
Garbage Grinder: No
Design Flow: 490
(110 Gal/BR/Day x Number of BR)
Septic Tank: 1 500
(Minimum = Design Flow x 200%) g�D�at Gal's
Leaching Area: o
4V3r,, (4-(Q0 i2 MJ
Bottom: 0_,j L,6
_*6` Ft x __181FQ +463d -SF
Long Term Acceptance Rate (LTAR): 0.74
Leaching Area Design Capacity: -:3Af,
(Sidewall Area + Bottom Area) x LTAR. G. P. D
w #� Gals Provided - 4 Gals Required = " J4- Gal:5 :. .
Var16nep-
OF
EDWARDSEIF 9A.
2007
STONE
No. 25980 tr .
HEAL.1"H - �. sw RD y
a iF 2a3b3 z \F G / AT �A .
I
SITE AND SEWAGE PLAN
(3'b 'Misty tz�-�
�'I-j OCUS Ln
Al
PROJECT LOCATION 10 Misty Lane
South Yarmouth, MA
61
ASSESSORS MAP `34 LOT0
APPLICANT.•
Pa ul Kea ting
98 Marlboro Road
J,lfrn
R�
t�
South Shore Dr.
Waltham, MA 02452
I Nantucket Sound
PREPARED BY
LOCUS MAP
A & M Land Services
618 Route 28 Unit 3
West Yarmouth, MA 02673
508 771-5263 (LAND)
-
Title Reference Cert.
629948
i
L. C. Plan
Plan Reference
SCALE: 1 " = 10
, DATE: July 23, 2007
Map 250015
07/02/92 Zone
'Flood Zone
0006D
A8 EL = 10
Lot Size 6,9 702 SF
DWG. NO. 3258
-
SHEET 1 OF I.
I