HomeMy WebLinkAbout0089 BRIDGET'S PATH - Health 89 Bridgets Path
169-0.96 Centerville
a
No. 4210 1/3 ORA
Pendaflexo
10%
----------------------
Town of Barnstable P# /0 6/�
OF SHE Tp�
y` o Department of Regulatory Services
. BARN-&rABLE Public Health Division Date // 03
9 MASS.
0 9. a� 200 Main Street,Hyannis MA 02601
ArEOrnntA l +
Date Scheduled /( ; o/0 3 Time-tm1 " Fee Pd. l�o
Soil Suitability`A/ssessment for Sewage Disposal
Performed By: r a r„ 2 . /-� Or`�- Witnessed By: 5A4o n • -
LOCATION& GENERAL INFORMATION
Location Address �CL 7 Owner's Name
TK
�.G�'✓llle 'J Address J TV\
Assessor's Map/Parcel: '�p�lOp 6 Engineer's Name '"Q 1/9
NEW CONSTRUCTION - REPAIR Telephone#
Land Use 2e 3 r 7 t(tZ rJ Slopes(%) '' Surface Stones N a
Distances from: Open Water Body 2 43
'* rft Possible Wet Area Z a ft Drinking Water Well ft
• t r
Drainage Way• J GC ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
I 2at
- , y
r s T"uM P
T o �3 F 1T"1,�12
CvLVE12T �r/YJDY��7 C� (
t + ��F•r r
,sC)
Parent material(geologic) C Depth to Bedrock d J
Depth to Groundwater: Standing Water in Hole: ,3 O• s Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE @ TI-t 3
Method Used: {i, .., to.? v.S4rs
Depth Observe standing in obs.hole: / 4 in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# S0W Reading Date: Index Well level Adj.factor Adj.Groundwater Level .�
2 5-Z LGxrr ac '03 -f 7. S"
PERCOLATION TEST Date Time
Observation
Hole# 2 Time at 9"
�/f
Depth of Perc 4ee g Time at 6"
Start Pre-soak Time a Time(9"-6")
End Pre-soak 2 .���lS 9 a•�e
<�
Rate Min./Lich e 7 .z-7 i 7 - I �� i'✓/l
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:HEALTH/W P/PERCFORM
DEEP OBSERVATION HOLE LOG Hole# /
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
s ' " Consistency.%Gravel)
�-A�
3 /uo
yJ/4
„ ..
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color ' Soil ' Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
L " � oaf , dyR
)38 C i`co r.se-
• 5 oc^
ss � �Li
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) `(Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
G , Aim.Cr YR 3 nJ e
DEEP OBSERVATION HOLE LOG Hole#
Depth from" Soil Horizon Soil Texture Soil Color Soil Other:
Surface(in.), (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
1 Consistency.%Gravel)
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes X
Within 500 year boundary No_ Yes �{
Within 100 year flood boundary No— Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification. - t
4 I certify that on Nc✓ 9`{ (date)I have passed the soil evaluator examination approved by the
Department of Enviromnental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 310 CMR 15.017..
7
Signature Date
Q:HEA.LTH/W P/PERC FORM
73
9"INIA ZA..JARPO sraN!
PLAN Boa&306 FAG& 74
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s Y ALA-As.51.AI/-C. Q
(1°� PLAN BoaK 306 -AGS/7
pV y I /00.00 N]6•-i5`-!/33_/NED-ANC/ENT WAY 69/.9 ry m I�� / •r W W
p'q0 �ry'lfgm I y W ES
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06 29 0 ;2 1 129.00 y -s0'rVIDE '
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_ b /5000' S o 30 - S/.SY" '•/�N 2.56
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by - - /l6.2S . Q /lO.q] b, O.74 K. /$00� �,8--3/O. ry 8 .32 �i 33 W ,3 p'°,',�b A.2.03 - �I, PLAN B00e 2L�AtGE 47
fI \ ' N]6•/S•33• _ `�•N] _ IZ 0.J4 F 1$03 nn `
p'L W 26/.26 _ 2. 6 IS'33•W S'Lb 0.34.1<. N /$000' O 8 T .�4 0'y W r�•_1 / �1 1
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Fawn ♦- 27739* 21 Y1 ,p%g /5256'i v o Z6 ti •i♦"Y• S'i3•/V_- /25.ao ^ /sa22'i N ro 15851•i.4 a R GC�q 11 1
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ey I OgGM.0. .4� 15000' bb 6 24 N♦ �I N]d•'/S 33•B, zo.00 . 'Ya'/9• � a � 3 �Q'P 11-"_1
90. m` �1 O.J4J[. 4 N a
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v ?•- s. O.3LK. $ 15000• d ZZ
+, Sa 198o$'k _ N - I2 00 b e O /5000' �' 2/ t b•3• N 3 0.J64C. ALAN E.
0311[. O.NJL. f
<
4.2c �,\•1y. /75o8'i 1q s a.,la:- t// DOROTNY A.SHALL
a0a,1335 PAGE.4 q 4ys /74.59 - E"3�020 y \•�O.IO E 2 00
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• "�, 3 r16 zoo'+�\ /oo.aa- - '�• E 4p•P•e/a - /�0 e
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2 '
d q y4 a JO '�21 A 0.43- N/8829'k 41 21705 t 9 W 1 /OO.Lb - E.s 1-30.00�. O 0:504 N/ /OQ? .NO
P.
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J '•Lo'ci - Fl /� W /6l90i '
l5000' G g k�k a, �
0.34 K.v N IU 0.38,4L n1 V,
> \ . /
A.EEA sq.Fr.: ACRES! d''R @ 4 �.ry @` ;, a36pr.h' oa ='d-.=''.o,mr' 'i^^'•(. _ /
A 11E9 WAY 66616 /.58 Z�/<wsr/LN ac'y
aP106ET13 54229 1.24 �$�2s'- J 6'60,52 �,'•N]6•/S'i3•/�•� yI,/a 2 /533a1 I /
O.Lb _ C l6e ♦ C` 29 2 Ni
't. 9 p u ^M'/s e3•w'.(' )A.47i2 / 5 70 u l l
TAPAMAC /B6P6 .43
SZL/NENEr 26�946 .60 lj 04\' y+"< OZ•�6'y •n�N /4 7- /fB,c9 .� �0
_ O o �� °+� 2/B3B'i O.sOr. 0 13 �>Q�'0-p0, c✓/ 1 0501 V'•141
ROADS /680/S 3.86 IFS ea'>j N4' <o- - ([•/a/) ISoz2'i } `'O' �A�'G. 11''6>'�IA" 1 I
• of �,-,.o. ,Y 2os 1fN"p.r O.J4-/ 'a FAn• 1 , P•+ppoo' IIyV r -
W L075 62387� /4.32 qrw 4N25< vayq$. i Ni° � 64 gJ EA. 17 q 55 a'I IJ 2� LaC85 1 `
TOTAL 791889 /9.2 Y�Cj �2' ,oY�a•�. 69B �` 5 ��1087'� W '� `nv /539/f OO' il�� \ F re
E Etn 4 e > to 035AC.o N l
_ <F 'fie � `` �n s't' -_ 2/6 34'i o R /6 :g`. CC•I!J)`0 1'� JZ _�
3y// 00AY'y"/ GSA- O.l74L. ^A 1'/'O�' 'D`y� .V 1( SCALE/•.YBOo'
'/ SUB D/V/S/ON PLAN Dp LAND/N / A5®9"� �tI•' r� qp0 �O. -�O•°b = 2�SY! 1 I
TAve O �ho�<<s' N 93 .I (c./azc bi
CENTERV/LLE H/A39. 09 / s•B•3 / / 1 j
TOWN OF BA2NS ABLE 6 /•W SS p I ALAN E.SMALL INC.
FL>Q 29D/ w 1 I BOOK 2435 PAGE.v6 JKS 7- <q B ?s, sro✓E
Boo L'E, e 1 1 w/L°I PLAN BOar 3/o PA6E 35
SCALE/'•60• MfAQGN 3/9]8 /6 2'1iy�' �- / A]✓ND
J CEQr/PY TNAr TFIv PLAN N
WA.IfA NAoe
-JTRIIC r/ONL6 ANO THE PG¢.yANENT 0 60 120 /BO Po/N .2C �'9S Td show ZONE oN THE PUNAEe/N ZO"E
G /00'W/OTN
Er/s rgNrE oN rNE BRou-o. EORGE LOW/Co.
2 7UQNEC LANE
bATe PEG.G+ suQ SOUTH Y4ZAfOUr.L/•
AJ/J, I FERN;IS A.LANTE/NE•CLERK DA]E OF NEAR/NG Y•�+✓;1971Y
OF rNE OWN OF BAQNS ABGE J
HEREgy CEPT/Fy YHAT THE DA]E APPROVED .T.•..+19�197C
I."-Y THAT TN/ NOT OF APPPOYAG OFTN/y
pGA-EY NC BA¢N Tx gGE a�Y
J PLAN NAs PGANN/N6 EOA¢o NAJ BEEAN Bj!\rN H�E P1.4 wIC3 BGyIQp
g EEN PRGPA¢ED/N(XrNFORN/TY QE CE/vED AND Q6Co¢OEO T C/6Qr�' //
PITH THE PULES ANb QE6ULq T/ON9 A%V'g A SUED/VIS/O-OF LAND /�OPFCE ANO TRAY NO gPPEgL
R66/3TE P3[1F OEEa�Oe q9 RE COPObD/N THE PEG/BTOY W S PficE/vEDW 6 EAU NTY
COM/-.a EAC N(K w/q 55gcNu5E TT9. ggppp pG4N60gK 2BB Fm e32. .♦YS NEKT AFTE¢3L/cN 6/PT _
5 AND gE cbc0-OF SA/D M>TICE.
AssCasee9 PfAO /69 _Z+f'1•-_ Vic.-+0_�L�C _
ArE PE6 GA o su-+T-el�vyoc `yu.�,�1' Lor /E DA>E ralw/cL.a eL-a'p ao r♦
BENCHMARK-UTILITY POLE 20 FT. MINIMUM FROM C'FLI .).R NOTES.-
TOP OF FOUNDATION 10' MINIMUM FROM SLAG OR SPACE 1. AN ELECTRIC PERMIT IS REQUIRED TO ,IMRE PUMP AND ALARM.
SOIL TEST
ELEV. = 42.67 10 FT. MINIMUM „ CLEAN SAND PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. DATE OF SOIL TEST 1JZ2QZO ______
(N.G.V.D.) 24 MANHOLE 4" PVC PIPE PAINTED 2. PUMP CHAMBER IS TO BE IPX OR ASPHALT WATERPROOFED BY SOIL TEST DONE BY 9L��_QLT. I ,94_
_\ . FLAT DARK GREEN cR THE MANUFACTURER. WITNESSED BY SAk.Yfr JIJE
REMOTE COVERS LOAM AND SEED BROWN WITH CARBON J. ALARM IS TO BE BOTH AUDIO AND VISUAL.
® 4" SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 ELEV.-_41.8_ _ 41.5
BLOWER TREATMENT
T. F/LT£R /S REWIRED - OBSERVATION HOLE 1 ELEV.-__�__
TREATMENT PLANT MIN. PITCH 1/8" PER FT. 2" LAYER OF PERCOLATION RATE __:!L 2 _ MIN./INCH AT 52-64 INCHES PERCOLATION RATE _< 2 _ MIN./INCH AT - 72-84 INCHES
1/8" TO 1/2" DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
2.67' 4" CAST IRON PIPE x
42.45 MAX. wASHED STONE
(OR EQUAL) MINIMUM 41.0 MIN. PUMP SWITCHES DETAIL
PITCH 1/4' PER FT. 4" PRESSURE
MINIMUM E FRAME AND GRATE 0-6" A LOAMY SAND 10YR4 3 NOrl 0-6" A LOAMY SAND 10YR4 3 NO
7.67 FLOW 39.45 `o' ELEV. = 6"
ELEV. = 40,00 LINE ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ 32.50
T10- 2'0" ° ° ° o WATER TIGHT 1000 6-24" B LOAMY SAND 10YR5 6 NO ELEV 6-21" B LOAMY SAND 10YR5 6 NO ELEV
MIN. ELEV. = LEVEL o ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° GALLON PUMP
ELEV. _ _39.75 6" SUMP -
ELEV. = 38_80 ° o° o o 'o
CHAMBER W17H
ELEV. = 39.42 _ FLOATS, CHECK " "
DISTRIBUTION _ ° o 0 0 ° o INVERT ELEVATION 30.75 24 MEDIUM TO 21
ELEV. - ❑ DDO ❑ ❑ ❑ ❑ ❑ ❑ D VALVEANDA 4 EL. 3�.75
_,38,70 ° °° ° ° ° ° ELEV. _ _36.70- CAST IRON FRAME Cl COARSE SAND 10YR7/4 NO Cl MEDIUM SAND 10YR8/2 NO
EL 35.0 (TO BE PLACED ON FIRM BASE) TO BE WBATTER TESTED AND GRATE AT EL 3 g" DRILL 3" "
E 7 F.A.S.T. IF MORE THAN ONE OUTLET - 2-500 GALLON DRYWELLS WITH STONE 32.50 CHECK HOLE , -132 -138"
ALARM ON ELEV. 30.50
(TO BE PLACED ON FIRM BASE) IN A 7 X 25 X 2 TRENCH FORMATION Z 6.2' WELL SDW252 VALVE NO WATER ENCOUNTERED AT iL_ ELEV. _ -30.8_ NO WATER ENCOUNTERED AT -1L�_ ELEV.
TREATMENT PLANT " " "
DOUBLE
TO 1 1HE CLEAN SOIL ABSORPTION ZONE n 3 51" EAST END OF HOLE BEGIN OF STUMP DUMP
TL
� DOUBLE WASHED STONE � INDEX�..� PUMP ON ELEV. 30.25
FREE OF FINES & SILT SYSTEM SAS ADJUST 3.8 6. 10" SUMP 35" 48"
USGS PROBABLE WATER TABLE ELEV. _ _ D.5 _ PUMP OFF ELEV. 27.33 45"
SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM of TEST HOLE ELEV. _ _�n a__ PUMP DESIGN CALCULATIONS
NOT TO SCALE 2-4XBX16" SOLID Ip" 10" NUMBER OF BEDROOMS(2 ALLOWED) 2_ MAX. ALLOW W/ TREAT.
OBSERVED WATER TABLE (12/16/2003) ELEV. _ _2fi.Z_ CHAMBER CONC. BLOCKS t BOTTOM OF INSIDE 26.50 GARBAGE DISPOSAL UNIT NO, NOT Al I OWED
TOTAL ES77MATED FLOW
(110 a4L I18R,/DA Y X.2_ BR,) _?.20_ GAL.IDA Y
REWIRED SEPTIC TANK CAPACITY _1500_ GAL.
ACTUAL SEPTIC TANK CAPACITY F-A_S.T-
SOIL CLASSIFICA T7ON 1-
DESIGN PERCOLA 77ON RA 7F _C_ M/N./INCH
EFFLUENT LOADING RATE _n-74 GAL.11VAY/S,F.
LEACHING AREA _303_ SQ. FT.
(Tx25')+(64'x2')
LEACHING CAPACITY _994 GAL./DAY
303 X 0.74
I
24" F & G L. LEBARON CAT. NO. RESERVE LEACHING CAPACITY _224 GAL.IDAY
LF 244 OR APPROVED EQUAL'
SET TO GRADE W/MORTARED NOTES.-
SS
& H SEWER BRICK CAT. NO. S & H
SS SEWER OR APPROVED EQUAL "
(MIN. 2 COURSES OF BRICK) 12 ASPHALT COLLAR 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND
THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF
4x4x4 PAVEMENT EL. SEWAGE.
CR 40.7 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF
4x08 FINISHED GRADE.
J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF
4" DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN
(TYP. PIPE OUTLET 10 FT. OF DRIVES OR PARKING AREAS.
o - DIA. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED
H2O .f HOLE S ND IN PLACE.
N DEL I EL. PROPOSED n BED 2TYPICAL) 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
N37.7 37. PRECAST ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH
x 42.2 1000 GAL v� DETERMINATION FROM APPROPRIATE AUTHORITY.
H.C.B.
:r 6. UTILITIES SHOWN��ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO
L0.75 (9') -3 CALL DIG-SAFE AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO
STAKE g• COMMENCING WORK ON SITE.
EeNCHi f 3/4" 1 3/4" DIA. STONE LAYER 4 BASE AVEL 32-17t 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE
uPaE/Is THROUGHOUT BEDS 600 GALLON CATCH BASIN ADJUSTED
CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE
? WATER TABLE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
•)1,g , 4" PVC PIPE MATH �'���TH HEAVY.DUTY H2O 8. PARCEL IS IN FLOOD ZONE _�_.
TEE'S AT BOTH ENDS FRAME AND GRATE
CATCH BASIN DETAIL AA 9. LOT IS SHOWN ON ASSESSORS MAP ISO AS PARCEL __ .
SEE DETAIL AA 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A
40.75 RA�VFD APRON
p NOT TO SCALE MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE
4• � L..7/Q SCH 40 PVC 6'
' I REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5,1 IF
DIA. OVERFLOW ENCOUNTERED BELOW S.A.S. PIPE INVERT.
PIPE (OR EQUAL) ❑ 39.2
11. A ZABEL A1800 FILTER IS TO BE INSTALLED.
12. ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP TREATMENT PLANT.
7-150 N !' ■ 39.5
24, 14 _ _ _ INVERT OF EXIST SITE IS IN A TOWN` AP OVERLAY DISTRICT.
- _ 40.2 CATCH PIPE AT ELEV. MAX BEDROOMS = 2 WITH TREATMENT PLANT
8 >a 3-- -- -BA- 9 t
4 - +35 7
5 � . -
LOT _ ,� .., : _ -__-_ _.
_ 4 0 � .. 88 r .v. - - -
_ _
40
6,204 5�F. - E 5
�O�Q4 8, M 4 � - __-- � OL " 39 5 �.
.� o "��..� - 6'LAYER OF LOAM AND
(4 N STANDARD H2O 'MIN.
w,..: 42 ) __ SEED W 7H RED FESCUES
_ /NFIL TRA TA?S ?OO GAL H10 SO�C/D LAYER OF
• -. ABOVE ELEV 35
40 7 EXISTING 12 C'MP (AR EOUAL) CATCH BASIN iN1H 4'
1 •' 14• /' G� % CAST IRON FRAME,AND. PEA STnIVE
ih 38 34' 1 /, ; i TO BE REP P DV AND �i� .. // / :( ) - -- GRATE AT EL 31.75 ELEV 32. 1/
'N 0' " i r i i" 38.3 RAISED AS MUCH AS „Y \\
42.5 � � B. PROPOSED � � y r "
GAR. DWELLING k 38.5 FEASIBLE. INVERT AT ELEV./\ o o°oa° o00 0°,o°°o°,°°° 15
/ °°°°°° °° °°°°°°°°°°°°°°°°°°
SLAB �'" . / % ; ' ELEV. 34.5 MIN. OR AD✓US7E0 3 /� ° °goo°° o�oamo°°°o°°oo° °° ° °° ,19'LAYER OF J/4" 1 %a`
4 HIGHER WATER TABLE / \\ WASHED STONE
V T ], // /////j/ ,
3.4 ,� a ...�\..�\..�\..�\..� ..�\..�\..�\..�\..�\.,� \ \\ �..�\..�\..�\..�\..�\..�\.,�\ELEV 29.83
:e y 3.8 /
2.7 ,r _ 48' " " ADJUSTMENT ?9.83
8 MANIFOLD WITH 4 SCH40 3050
N� `L , h 6' CANCR 7F BOT7OII
' �, PVC PIPE LATERALS
42.2 z •u. -------' •_ 12/1610J WATER TABLE ELEV 26.7
IN. 3'4 1 �'4 DIA. STONE
:Y - / tij 4p, THROUGHOUT BEDS WITH
(42 '42. ; - pc'` �� �� 4 > 4, 37.4 STANDARD H2O INFILTRATORS
(OR EQUAL) 1.LEACYIINC FACIUI7ES ARE TO BE SET£NARELY W17H/N CYEAN SAND.
' i ' 42
2.ALL STRUCTURE CONNECTJONS SHALL BE MORTARED FRAU INSIDE 80TTO AT CHAMBERS AT ELEV 29.83
o GZ 3 _ AND OUTSIDE BOTTAW OF CHAMBERS AT ELEV ?9.83
/� TO 1 Y? STCINE BETNJ<EN CHAMBERS TO ELEV 31.42
_ - - M, , 2• i .1 ALL CCIMPONENTS TO BE CAPABLE CF ASHTO H-20 LOADING 4'LAYER OF J/*'PEA STi7IV£ ON TGW TO ELEV 31.75
' + USE S & H SENEER BRICK FOR LEWUNG.
-CBS. BORING H2O 3�ALL BACKFILL£D AREAS SHALL BE ADEIX/A1FLY COMPACTED USING 3'LAYER CF WOOD MULCH AV TOP NO LOAM CR
,'' EL. = 26.67 A NBRATORY COMPACTOR
PART OF LOT WAS USED AS_A STUMP GRASS aV MP OF'LEACH BELOW,ELEV 32.00
r ,
DUMP THEREFORE ALL STUMPS, LOGS , cn , :1 MIN. SLOPE
AND DEBRIS TO BE REMOVED DOWN TO / 3 to ' (TYP)
ORIGINAL MEDIUM COARSE SAND LAYER. 0' "� ( ;I DETAIL BB
�R'38.1
PROPOSED FOUNDATION TO BE PLACED ON �; '� CONCRETE/ ASPHALT NOT TO SCALE
VIRGIN MEDIUM SAND LAYER OR MEDIUM SAND IMPERVIOUS SPILLWAY
FILL COMPACTED TO 90% MIN. DENSITY. i
' SEE DETAIL BB
r
RIM AT EL 32.5 WATER TIGHT �1 to
1000 GALLON PUMP CHAMBER
WITH FLOATS AND CHECK VALVE,' ^�h�/ `�' %• S, 7.5
5-4 AREA BELOW APPROVED: BOARD OF HEALTH
5 4 " + + ; EL 32.0 - 1,748SF
x 32.2 i i i STONE FILLED
POINT SEE DETAIL BB
0' pRA7 DATE AGEN T
NAG ;
' S '
f�A MEHr I
PROPOSED DRAINAGE AREA
-32.s FOR
LEGEND: ---- CEIAIG �� �-� ROBERT WELCH
EXISTING SPOT ELEVATION OOxO ���, 38•1 SHORT �' N_
.�
EXISTING CONTOUR ----00---- v CIVIL v ��
FINAL SPOT ELEVATION 00.0 i 33.2 `I �1�01 ��,' Na 2,� AMES WA Y
FINAL CONTOUR �� G� �, o Loc. BRI.IDGET S PATH, LOT 5
SOIL TEST LOCATION F' BARN�STABL.Fi MASS
UTILITY POLE -O- I ,' '' '' ��
roc PATH CEN TER 71L L E
TOWN WATER =W ION REAR G 33,10 SITE PLAN CATCH BASIN G�®� EXISTING �
CLEAN GAS OUTC.O. DWELLING 35.5 20 0 10 20 3 Z(! �G �R�G SHORT
.T, P.E.
CESSPOOL C.P. _ m�, LOCUS p 8 235 GREAT WESTERN ROAD
O SCALE 1 INCH - 20 FEET
2 398-8311 SO508- UTHODENNIS10MASS. 02660
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DATE DEC. 12, 2003 SCALE A S SHO WNL
REV.MAR. 26, ,2004 JOB NO. 1 _1002
LOCATION MAP REV.
�i � SHEET 1 OF 1
01-1002 Wa/ch 0 tion-6a.dw 02004 CRAIG R. SHORT, P.E.