HomeMy WebLinkAbout0312 PLEASANT PINES AVE - Health 312 Pleasant Pines Avenue
Centerville
` A = 214 040
t
t
IN
17
HL. I C0R
KASTINOS.UN
I
TOWN OF BAMSTABLE CC
LOCATION 3 SEWAGE # G `/2,6
VITzLAGE C a-1 P rv,` II ASSESSOR'S MAP & LOT o -QVQ
INSTALLER'S NAME&PHONE NO. 6 b/per S a r ; 7 7 SY 2 7 7 Z
SEPTIC TANK CAPACITY ;2-0-" Ufa 0���
LEACHING FACILITY: (type) •- L G (size) /
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE: CA 7-0)
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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PNSu✓��
-Ir s
C roan Y1Qr-r
���s
TOWN OF BAARNSTABLE
LOCATION Z i �. �/G`ril.-S'�n � 7'/ ✓�-t;"� SEWAGE # L`�
VILLAGE K v'w% ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. /1 G b l w3 a"n `7 7 S— i 27 Z,
SEPTIC TANK CAPACITY o 0--6 lie
LEACHING FACILITY: (type) ;2-b 10 (size)
NO. OF BEDROOMS_„/l
BUILDER OR OWNER
PERMITDATE: �/:s2 9 n-t) COMPLIANCE DATE: e-/'—;Z 7
Separation Distance Between the:
i
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
���sti
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1' �n�
3 �
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No. ! `o Fee $5 0 .0 0
� � r Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTS
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zippfication for ]Diopozal *pgtem Cow5truction 3permit
Application for a Permit to Construct(.K ,Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name Address and Tel.No.
312 Pleasant Pines Ave. Dot 1'Iughes
Assessor's Map/Parcel Centerville _ U
Installer's Name,Add ss,and Tel.No. Designer's Name,Address and Tel.No.
Wm. Robinson Septic Service Craig R. Short, P.E.
P.O. Box 1089 P.O. Box 1044
Type of Building:
Dwelling No.of Bedrooms 5 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building R G i d n t i a 1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic T 200o &q vt PUMPM f Type of S.A.S. d 6, CA
1 �
Description of 0AA4
Nature of Repairs or Alterations(Answer when applicable) Title 5 Septic System to the
plans of C'ra i g R Short 01 -93 1 Dated Jung 12, 2002.
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Envir nmental C and not to place the system in operation until a Certifi-
cate of Compliance has been issued y this BoV
ealth.
Signed , Dater �L4
Application Approved by Date �-�
Application Disapproved for the following reasons
Permit No. aoo 2-—ac3 Date Issued ` U'
o
ol
No. U, _ Fee -t 5� 0.0 0 /
" THE COMMONWEALTH OF MASSACHUSETTS `. ; t Entered in computer:
Yes
s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIpprication for Di5pooar Opztem Construction Perm t
Application for a Permit to Construct E X)Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location ress or Lot No. Owner's Name Address and Tel.No.
02 Pleasant Pines Ave. Dot T�ugi3as
Assessor'sMap/Parcel Centerville _� U
Installer's are,A d ss„and Tel.No. Designer's Name,Address and Tel.No.
WNm. > 0 inson Septic Service Craig R. Short, P.E.
P.O. Box 1089 P.O. BoR 1044
Centerville,
02660
Type of Building: - _ --
Dwelling No.of Bedrooms 5 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building ResidentialNo.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 2 AM r Type of S.A.S. dd 6-.1 o L►., �.P
1
Description of Soil 1 AM `l�/. S��
i
r`
Nature of Repairs or Alterations(Answer when applicable) Tit&& 5 Septic System to the
` plans of Craig R. Short #1-911 UatPrl .T„no_ 12 _ 2002.
^' Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Envir nmental C de and not to place the system in operation until a Certifi-
cate of Compliance has been issued y this 4Barldlq "ealth.
Signed DatX ; 4��.
Application Approved by Date
Application Disapproved for the following reasons
= Permit No. OW 0 2—26 3 Date Issued �O U
THE COMMONWEALTH OF MASSACHUSETTS
Hughes BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( X )Upgraded( )
Abandoned( )by William E_ Rohi wrann- ;r-
at 312 Pleasant Pines AvP, C_Pni-Prvil 1 p has been constructed in'accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2Uv�-,2ti T dated .�N D
Installer William E. RobAnsori, Sr Designer Craig R. Short, P_E_
The issuance of this 1permit shall not be construed as a guarantee that the syst will nction as a 'gned.
Date �/ Inspector A
NIJ
No. °�Uo2 'o�� Fee 5$ 0.00
Hughes THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Digogal *pgtem Con5truction Permit
Permission is hereby granted to Construct( )Repair(X )Upgrade( )Abandon( )
System located at 312 Pleasant Piiltae Ave. , Centerville
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction,must be completed within three years of the date of t ' erM M .
Date: 0 " �16(?_ Approved by �^!
------=-----
` TOWN OF BARNSTABLE Cc
LOCATION 3 { SEWAGE # G 2" C 3
VILLAGE �° �- j P rv,` // ASSESSOR'S MAP & LOT21V-QVQ
INSTALLER'S NAME&PHONE NO.1 6 7
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)37 / (size)
5-0U�ti onf
NO. OF BEDROOMS 'f/
BUILDER OR OWNER 49,
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
J
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\m y -
Town of Barnstable P# �° a
Department of Regulatory Services
oFt�►�
Public Health Division Date S /�
200 Main Street,Hyannis MA 02601
BABNSTARM
MARS
Date Scheduled eg S U c 1 Ud�" Fee Pd. /UO
� � Time—u---
Soil Suitability Assessment for Sewage Disposal
Performed By: 0 P Witnessed By:
........_. .... .:.:::::::!.:::::.::!;.ii!:h:uNr:!,:gip;:•,�:,::^.,ta::9,i,lsa!!:,;:. :k�ti!r: '4;IR,;'n!'!!!rI"i"iil'I!Y'..::I:.:::
... .........:.::..��...._ :.:. ��::: ,.:... !::+:::
,:.n!.,:.![q:::!..a..n.5_uSF......_.nJ.lr.:,:+
!4,1,..
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::ur.!:q.:.::...;a.hrq:•I!1 il'q,!. II.!,. !. I t. � !:5 st!s�I.�+' k' :e. :t � �`!
Owner's Name T
Location Address a ) sc^•� p r � e l
P Address 3 I Z es 4.s 4*nw Zi�, '7 3
Assessor's Map/Parcel: Z C/ _ Y p Engineer's Name C,^F`y AoI�I
hone#
NEW CONSTRUCTION REPAIR `� Tele P
Land Use R_C S r� 4 `` Slopes(°/a) 1 --� Surface Stones A/a
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line ____ft Other g ft
Cr4tiber�'y �d�j
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
h n'
49
h
W � �
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Q \
" 7 e- r.—.oc�
y Z.oc.
�P
h
Z34,Z3 '
Parent material(geologic) P V2) P/yn7 e 4�eA — a4z e-1 s t th to Bedrock 2 eo f
Depth to Groundwater: Standing Water in Hole: A.!f 19 Weeping from Pit Face
Estimated Seasonal High Groundwater /2. 7
:
. .� _.. __.._._.- ;:.,,,,: ••... ,•,• ,:WIN
,,::9::,!'F"r.,rn.^s:r,q��srY,S!!pr.:- SdSYd"ca;m:.u;i:!iitx!i;•q!m.,.: -T,!sus:!r!;I.;jt:n!a�
n:m::•rm"..i..: !:, !7!::ry:r:.::::.:'r:::fi,..t!:^..5;;rt ,.:q:._51 ,...a•.:............. !— :.?$: r
.. 3........ ...:..a ...1 -tl!e'_ :_'!r.fi!. c ::�!'?Y 'tlq,: r;•` ''ai ^=!;''!a'Nil
'. ,...,:. - I! r ,!. ,rr ..,.,-!..: -i:::nee., :h, i;!: ;!!!;:!'s!uilih5' k-!!•,i"�'s
.,., ....I hl!5' :r:;:; :7 u! ,I:..,t. rl.,: :dI'. ::it.
edq:-:-a:r:,-::!-..a:. fr::,TI :,,:_�,II»T't_:_:�.�r^�s
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in,�'•I Depth to weeping from side of obs.hole:. _ in. Groundwater Adjustment R
index Well tl Reading Date: „ index Well level Adj.factor Adj.Groundwater Level _
, ._.mom.�....,.^ +...•+n,-�m:-
_ ._... ._.. ......_...•. .... .. .:.r r.-.::a:r...F�r•'!^rm.'i.v::x _:_7,�:'q;i-:Ir{^',r' ` !;.IY.v""' '':;I:'l+'
. ... ..:.. n:mn ..'I m.
f;p:a.ls.^!1,.,,19:•:...:. :.,t..l:,�I�!.!^.:.I•n!, ...,,, :::,{.r.. :.. . :., a:lu. ,Lr:1!.!..I:• h ..lah,.t:un:d.h�..r. :I:;v+^+.L_'ra6:..: i!:
I'!!:ip. I:^I.!in1'�(I! ! .1 e.. q.:!!!! :: .... .1P,,1:. '?t�.y
!:� s!,? :�-�!a!!!-:: ,, .!.Hi: '. :rill ::::_ ::I.:! si:4 ti ::.'I!..,�+".$:,.:y:.;!:. �!' �,f3�s;^'ry.r9�.'S!,^ ,::�•�a�ry,!,1�
}wt�k!�i1ilds!,!� 'i' fi �asi'!�''�:. ,�..`�.,..!.:.7 �:r
Observatioti / Time at 9"
Hole#
Depth of Pere Time at 6"
Start Pre-soak Time® Time(9"-6'� 7"r -7
Z.33 ''�•%�
End Pre-soak
Rate Min./Inch
Site Suitability Assessment: Site Passed Site Failed: — Additional Testing Needed(Y/l)
Original: Public Health Division Observation Hole Data To Be Completed on Back-------
Soil Other
Depth from Soil Horizon Soil Texture Soil Co or Mottling Structure,Stones;Boulderes.
Surface(in.) (USDA) (Munsell) g ( e.
3
6 '
r d F,•,e eo z.sy ,� z .•�..�/.�
to
2p C2 SAS
Mt.*(t d•w to Z- v
12o�-JGS C3 coq•.se
:::><:>::::;:::::<::>:::>::>;;:•:�;:�:: .:.: . .:.: . . ]�I.:H.p:ICE.. ...:..........:............::.................... ...;:<:>::: :><>:<:;:
'"' Soil Other
Depth from Soil Horizon Soil Texture, (MSo Color Moulin Structure tones,Boulderes.
Surface(in.) (USDA) .` (Munsell) g
Y r
nd
..........
.. .:...::•.v::•'.�:...::::::v:v::::::::::....ii:''•:`„:•i::�:Ij.'....i:•::•i:•ii:S:�i:4:•Tii:Bi:!•i:.�::.::::::.iiiiiii:.i•i:4`'.
. �.:: :;i:t::3::}• :{�'..'::({{::::ti':•i:!::{!:::::}: •� Yi:!�I:•:v:•i:•:Y::h�•}`:�•i:•:isC•:ii::{:$:is:::�:::!:i:!Cj?::::j:S:
•...........::i•is S:ti•::•i:•i:::3i:•:. y.......J{N-��% '.ii: :�l' .T::l:n) �Y: }: :y::Si}i::.ii�iii::{.::::::::::f.•....:.........................:::::::::::::::::.:..............
:C••}::;:ii:j:C•:r:i:S•:•?:ii:L:i::}::.;::��••...": i� ::':i2 :•i}i:':'i:.:':':'ii::i•i:•i::ii•i�Ci:•:i•::i:.:::::: ::•:.�...1...:.....
::::::::::.::.................. Soil Other
Depth from Soil Horizon Soil Texture Soil Color (Structure,Stones,Boulderes.
Surface(in.) (USDA) (Munsell) Mottling ( ruc Consistcnce
.�............................... .....................
:;:;:•;:.;:;•:::•;:•;;:<;.;::::.:::.:•: �+pOw
Cher
Depth from Soil Horizon Soil Texture Soil Color Soil 0
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
eGravel)
Flood Insurance Rate Man: R
Above 500 year flood boundary No_ Yes
r
Within 500 year boundary No— Yes
Within 100 year flood boundary No_ Yes
]Depth of_NaturallV 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? ye 3
If not,what is the depth of naturally occurring pervious material?
C'ertiticatian
I certify that on r `'74 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection'and that the above analysis was performed by me consistent with
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3 � Z Akw . PMN
U N 20 FT. MINIMUM FROM CELLAR SOIL TEST
TOP QF FQ ATI. BUCHMA 4" SCHEDULE 40 PVC PIPE
a= _48.8 10 FT. MINIMUM 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE TOP OF FOUNDATION 20 FT. MINIMUM CELLAR MIN. PITCH 1/8" PER FT. DATE of SOIL TEST 5/28/QZ_�__�_
gay. _ CLEAN SANG 10 FT. INIMUM FROM L:f"�OR CRAWL SPAC PUMP CHAMBER CALCULATIONS: SOIL TEST DONE BY C�hlG R. SHORT.
ELEV, = 38.8 10 FT. MINIMUM WITNESSED BY
(ASSUMED) CONCRETE ----_ PRESSURE PIPE
COVERS " LOAM AND SEED (ASSUMED) 159 PSI MINIMUM ELEV. _ _�_ REQUIRED FLOW PER CYCLE .25 X _JJk _ _�Z GAL./CYCLE
48
4 SCHEDULE 40 PVC PIPE VENT IS CONCRETE -T. �_ VOLUME PER CYCLE _ 27.5 GAL/CYCLE /7.48 GAL,/CU. FT. _ � •�_ CU. FT./CYCLE OBSERVATION HOLE 1 ELEV.=_ _
MIN. PITCH 1/8" PER FT. 2" LAYER OF REQUIRED COVERS VOLUME OF WATER IN PIPE 3.14 X 0.00694 X _ FT. _ _1:� CU. FT. PERCOLATION RATE < 2 _ MIN./INCH AT _ 68-80 INCHES
1/8" TO 1/2" WITH CARBON �� TOTAL MINIMUM VOLUME PER CYCLE _�. CU. FT. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
" 49.25 MAX. WASHED STONE FILTER II DISCHARGE _5.43 CU. FT. / 15 CU.FT./FT. _ _0.37 FT. (1000 G,S.T.)
• 4" CAST IRON PIPE 47 MIN. - -1- STORAGE CAPACITY (-M- GAL./DAY /7.48 GAL,/CU.FT./15 CU.FT./FT. _ _0.88 FT.
64 ' (OR EQUAL) MINIMUM 2.W 4" CAST IRON PIPE " isIL F_ _0.28 REQUIRED _242 PROVIDED 6" A LOAMY SAND 10YR4/3 NO R4pTS
SST' PITCH 1/4 PER FT. Z (OR EQUAL) MINIMUM .I�._ „
24" B LOAMY SAND 10YR5/6 Vy/ GRAVEL
6 PITCH 1/4" PER FT, LEVEL
FLOW LINE 43.2 °' A 8 -I��IR
ELEV. = 6" SUMP ELEV. = M}?x� 54" Cl � IU SAND 2.5Y7/
10"
i PLUMBING ELEV. '� -�'�- MIN• 22 00000000000 Lj
FLOW LINE -�r2.83- ,
! +' TO BE R�aISED ELEV• - _' •32 LEVEL �o° ° 000000000013` o ° PWMBING ELEV. = 37.3 _ M N. 1 � N. 3 8" DRILLDISTRIBUTION " MEDIUM TO
120 C2 LOAMY SAND
I' AND'RE-PIPED BY » p TO BE RAISED
ELEV. _ _ 7 GAS ELEV. _ _ 6 SUMP ELEV. _ Z_ ° ° ❑ D D D D ❑❑ D ❑ ❑ D o 2' o AND RE-PIPED BY GA5 t- HOLE BOX 168" G3 COARSE SAND
�I(PNSED PWIOPER BAFFLE
° ° LICENSED PWw18ER ELEV. = 37.0 BAFf'LE. TO BE WATER TESTED
NF D DISTRIBUTION . ° ° ° - ELEV, _ _38.75 TO BE PLACED ON FIRM BASE
LI UID OUT ET ° °° ° ° ° ° ELEV. _ '�•� AS NEI�DED CHECK
H TEE
(TO BE PLACED ON FIRM BASE) 3 500 GALLON DRYWELLS WITH VALVE
4 FEET 14 INCHES TO BE WATER TESTED LIQUID OUTLET i.0
5 FEET 19 INCHES IF MORE THAN ONE OUTLET STONE IN AN (TO BE PLACED ON FIRM BASE1
6 FEET 24 INCHES 1500 GALLON • • 4 FEET 14 INCHES
13 x41.5 x2' TRENCH FORMATION z WELL r�
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) _„_�_ i 8.5 ZONE X 6 FEET 24 INCHES 2000 , Gl��'•L.ON NO WATER ENCOUNTERED AT _�4�M ELEV. _ _..34,_
B FEET 34 INCHES SEPTIC TANK » . »
3/4 TO 1 1/2 CLEAN SOIL AB SORPTION INDEX X 7 FEET 29 INCHES �•
DOUBLE WASHED.STONE ADJUST_- 8 FEET 34 INCHES SEPTIC .kNK
WITH 1500 GALLON =. EPTIC
} FREE OF FINES & SILT S I S�GI1) SAS COMPARTMENT AND PUMP SWITCHES DETAIL
USGS PROBABLE WATER TABLE ELEV. - _�L- 500 GALLON PUMP CHAMBER
SEWAGE DISPOSAL SYSTEM 1 PROFILE OBSERVED WATER TA13LE ( / / ) ELEV. _ __X__ (BY WIGGINS OR 'EQUAL)
NOT TO CALE BOTTOM OF TEST HOLE ELEV. _
SEWAGE DISPOSAL SYSTEMI 2 PROFILE
O TO `:CALE ELEV. AT INVERT INLET
38_,67
NOT
ELEV. AT ALARM ON 34•25_ ALARM ON
ly 1
ccDD � I�''i ELEV. AT PUMP ON �_ PUMP ON 15"
4) SECTION 15.221 ALLOWS ONLY 3' OF COVER OVER S.A.S. COMPONENTS,
45. Uw1 33.58_ PUMP OFF
A 3' ARIA CE REQUESTED, \ ELEV. AT PUMP OFF
Y N 5.3 BOTTOM OF INSIDE PUMP CHAMBER : _
�a
a
��,..a BOCl'OM OF OUTSIDE PUMP CHAMBER --��r- 4
hA �
-e
/ ce
/ / G
7 LEGEND: DESIGN CALCULATIONS: SYSTEM 1
/ ) " 54 9 EXISTING SPOT ELEVATION OO,cO NUMBER OF BEDROOMS 5 _
1 EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO_
/ FINAL SPOT ELEVATION 00.0 TOTAL ESTIMATED FLOW
2.2 FINAL CONTOUR---- in ( 110 GAL./BR./DAY X _ 5 BR-) . ,,50_ GAL./DAY
SOIL TEST LGCATION '� REQUIRED SEPTIC TANK CAPACITY _1;SS10_ GAL.
UTILITY POLE -O- ACTUAL SIZE`OF SEPTIC TANK 1500+150pGAL.
57.9 1 TOWN WATER -W�r -W-� SOIL CLASSIFICATION
' \ CATCH BASIN l�J DESIGN PERCOLATION RATESL_ MIN./IPi.
GAS LINE - GG EFFLUENT LOADING RATE _.Q.7�. GAL./DAY/S.F.
C•o LEACHING AREA
44. I \ � CLEAN OUT _ - :�.• SQ• FT.
I \ CESSPOOL C.P. Q (13'X41.5')t(2'X1Q8')
LEACHING 5AXACCITY (AREA X RATE) = ¢Q_ GAL./DAY >550
RESERVELEACHING CAPACITY- _ _ GALr DA
V T \ NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONF!?RM TO D,E.P.
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE
DISPOSAL OF SEWAGE. I
�� \ �� r•. 4.9 " 9 2. ALL COVERS TO SANITARY UNITS SHALL BE iOUGHT TO
44.0 \ \ F \
=5.s TH", 6;, OF Fif'!SHEp'GR.,"%E.'
' xp..:,., II - "+�`fr•r. 4Ci a i. \ \ ti \ _. Al! .r'fVl .�. P!ITAR`� . '`,TE
Nt Ta OF THE
rANJNrY-''IU
\ \rs� 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ [ �4 .� J USED UNDER OR WITHIN 10 FT." OF DRIVES OR PARKING AREAS.
\ c 4. ANY MASONRY UNITS USED TO BRINiG COVEl�S TO GRADE SMALL
BE MORTARED IN PLACE,
J \ \ \ 5. NO DETERMINATION HAS BEN MADE AS TO COMPLIrRNCE WITH
50.6� \ ''rQ2 57'9 DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
4 II; r, \ -` ` OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG--SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
7. COINTRACCTOR TO MISETOING WORK ON VERIFY GRADES ITE.
AND ELEVATIONS AS WELL AS
/ [ „;[ 48.4 T - '� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIAT ON
43.6 [;� , -� �042>• IS TO BE BROUGHT TO THE; ATTENTION OF THE DESIGN ENGINEER ' I
B.IMMEDIATELY.
FLOOD ZONE �__
/ - -
---(46)-- -. 45.7 9. LOT IS SHOWN ON ASSESSORS MAP _ 214 AS PARCEL __�__.
G 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
\/ 13, / TE
I / FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM,
� _ AND BE REPLACED WITH SAND AS SPECIFIED IhJ 310 CMR 15,255; (3)
N / / (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
46.3 46)/ 11. EXISTING SEPTIC $YSTEM .TO PE PUMPED AND FILLED WITH SAND
.0 / - - �� _ \ OR REMOVED
12, PRIVATE WATERLINE FROM MAIN HOUSE TO COTTAGE TO BE LOCATEp
C:P.�O.g AND RELOCATED IF NOT 10' AWAY FROM SEPTIC TANK,
43.3� 46.6 / \
\ I 44-4'� / " 4 .0
4 .l / y
h \
1. � SEPTIC �� \
SWANK #2 \
v AMBER
I SE
O TOF !f6.9' SANK ( )
\ 40 -
I MAIN' 6;_.=, � / � ----
42.4 I HOU:�E - /�/ 39.1 LOT
\ U1 �S
i I ( 4/ L(�/ p1�N0F� S
2
\ DECK AREA = 1. 42 A C. \ �� ROBIN
" 6.9 / C / COTTAGE W LL
SEE NOTE 12 I TG�=39.8' 300 \ 0 41 APPROVED: E3OA,RD OF HEALTH
<-4-1.6
Z.
i' DECK: 39.1
39: Z� DATE AGENT
40.9 \ / --
_ FRUPU�ED SEp�c PESIGr�t
\ \ / 39.0
FOR
3 f�1 �j� T j �j�
i 39�' 206.86' 0� � '9s LOCUS L/O 1 H GALVJ5
i; 40.4 /� / 38.4 38.5 /x 37.3
I (\ / 39.8 / f / / 9L��G A LOC. 31 i �i.i�L:�
38.3
ASNT FMS A
1, \9 4 40.0
Cif 9 EXISTING i /
CENTERVILI+F MASS
/ .5 9.0 STONE / '
� DRIVEWAY �.
-38.8 9 2 38.5 ' _ 3 38.0 " 36.9 / /
235 GREAT WESTER14 ROAD
1 e�G LAKENVIEW DRIVE 508- SO P.
0. B X 1 MASS.
�- ER�� 398-8311 02660
-� 6.1 GFtPNe -•�
DATE JU N E 12 2002 SCALE 1 �, 20'
1-911
I
" 36.9 I
LOCATION MAP REVISED SHEET 1 OF 1
0 2002 CRAIG R. SHORT, P.E.