HomeMy WebLinkAbout0100 CAMP STREET - Health 100 Camp Street {Sewer Acct # 2354
Hyannis _
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Health Complaints
' 12-Jan-98
Time: 12:00:00 PM Date: 1/1/1297 Complaint Number: 1164
Referred To: GLEN HARRINGTON Taken By: LYNDA SARGENT
Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE
Article X Detail:
Business Name:
Number: 100 Street: camp street
Village: HYANNIS Assessors Map-Parcel:
Complaint Description: A reported release of 3-4 gallons of hydraulic oil
spilled from a line on a trash truck.
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Actions Taken/Results: gh inspected. No personnell associated with
the spill were present at time of inspection.
Release occurred on paved parking surface.
No catch basins were impacted. Area was -
stained. Speedi-dry was utilized to absorb
liquid. No pooled areas were left behind.
Surface was not slippery after clean-up. Catch
basin was paced to be 57 feet from edge of `-
spill. Mark Panni at DEP was contacted to
follow-up details of clean-up 508-946-2848). _
No further action or requirements were made by
this Dept.
Investigation Date: 1/12/98 Investigation Time: 12:50:00 PM --
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TOXIC AND HAZARDOUS MATER LS REGISTRATION FORM
Mail To:
NAME OF BUSINESS: PA U L F F'OJZA S` F Mj) P( Board of Health
MAILING ADDRESS: O 0 CAM P S `T lq-Yo IVA//S Town of Barnstable
TELEPHONE NUMBER: (5-03) 7 71 y 9 0D P.O. Box 534
CONTACT PERSON: PA-y L �d dZ�9-S � �� �Az-�' Hyannis, MA 02601
Does your firm store any of the toxic or hazardous materials listed below, either for sale or for
your own use, in quantities totalling, at any time, more than 50 gallonsliquid volume or 25 pounds dry
weight? YES NO _
This form must be returned to the Board of Health regardless of a yes or no answer. Use the
enclosed envelope for your convenience.
If you answered YES above, please indicate if the materials are stored at a site other than your
mailing address:
ADDRESS:
- TELEPHONE:
LIST OF TOXIC AND HAZARDOUS MATERIALS
The Board of Health has determined that the following products exhibit toxic or hazardous
characteristics and must be registered
v Please put a check beside each product that yo ore: J
Antifreeze (for gasoline or coolant systems) Drain cleaners
Automatic transmission fluid Toilet cleaners
Engine and radiator flushes Cesspool cleaners
Hydraulic fluid (including brake fluid) Disinfectants
Motor oils/waste oils Road Salt (Halite)
Gasoline, Jet fuel Refrigerants
Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides,
Other petroleum products:grease, lubricants rodenticides)
Degreasers for engines and metal Photochemicals (fixers and developers)
Degreasers for driveways & garages Printing ink
Battery acid (electrolyte) Wood preservatives (creosote)
Rustproofers Swimming pool chlorine
Car wash detergents Lye or caustic soda
Car waxes and polishes Jewelry cleaners
Asphalt & roofing tar Leather dyes
Paints, varnishes, stains, dyes Fertilizers (if stored outdoors)
Paint & lacquer thinners PCB's
Paint.& varnish removers, deglossers Other chlorinated hydrocarbons,
Paint brush cleaners (inc. carbon tetrachloride)
Floor & furniture strippers Any other products with "Poison" labels
.Metal polishes (including chloroform, formaldehyde,
Laundry soil & stain removers hydrochloric acid, other acids)
(including bleach) Other products not listed which you feel may
Spot removers & cleaning fluids be toxic or hazardous (please list):
(dry cleaners)
Other cleaning solvents
Bug and tar removers
Household cleansers oven cleaners
White Copy-Health Department/ Canary Copy-Business
4.1
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
n ., - _ ............0 F 4Z ......i.....Q..%. L ....................
Y
Appliration -for Diapooal Worklitanst,rurtion Pumit
oe i,10001
Application is hereby made for a Permit to Construct ( or Repair an Individual Sewage Disposal
System at:
....... ....... ....... .........
Location•Add t 'o-S tav (ZD hVV LV
kti se'•s.-OF--- op:p ..........r.........Th ...........
Owner Add
-0 ..........
Inst'alle Zddress
Type of Building Size Lot..33AZ4!.....Sq. feet
U
Dwelling—No. of Bedrooms----------------------------------- --------Expansion Attic Garbage Grinder
.-I 'D ,,,,Powers Cafeteria
PL4 Other-Type of Building _PM_!�V-No. of persons I ZQ SYMf!'
PL4 Other fixtures ------------- ...... 4e�_Y--------------------------------------
----------------------- --------- -_ . 149(2— 1
a 'o per person per day. Total daily flow...........................................gallons Design FlowjZ&!_iZ_P !?.tft4�qT ns 9 Septic Tank A Liquid capacity_!��_gallons Length-_-_-_....._.. Width-.----------- Diameter---------------- Depth.-._._--.......
......
Disposal Trench-No. -------------------- Width e#4�1 Length____________________ Total leaching area............ -------sq. f t.
el be c
Seepage Pit No....... e---- Diameter..6A8....... ept below inlet____________________ Total leacl 'iig area----__----------scl. ft.
Other Distribution box ( V) Dosing tank ( ) -0,6- 11-2-0- 7-/./ - ;/</ 11
Percolation Test Results �i Performed by.......................................................................... 2ate----------------------------------------
Test Pit No. I----------------minutesperinch Depth of Test Pit..............__.._. Depth to ground water..-__.-_-_-.---._.......
r3:1 Test Pit No. 2................minutes Rer/inch De'pt2LTest
..Pi1-------------------- Depth to ground water...-_------------------
-----------40_!f_A------- . .. ............ .......
0 Des rip ion of Soil_______________ . .......................... .......... --------- --------- ---------------
-
U --A-P-------
.........................------------------------------------------------------------------------------------------------------------------------------------------- ..............
U Nature of Repairs or Alterations-Answer when applicable-------------------------------------------------------------------------_--------------------
------------ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Agreement:
The undersigned agrees to install the aforeddscribed Individual Sewage Disposal System in accordance with
provisions of Article XI of the State Sanitary Code- The undersigned further agrees not to place the system i system
operation until a Certificate of Compliance has.4een issued by the board of health.
3
n( kj% T L 9" .7
S --d.... ....
M- _AZWZ��a--- ------------------_---_
Date
Application Approved By.
-------------------------- --- ---------
"Date
Application Disapproved for the following reasons: ..............................................................................................
-- -----------
......................................................................................................................................................-----------------------------------------------
Date
7 Smov,
PermitNo......................................................... Issued..4/0 ........................#..............
Date
-------------------------------------- -
c fi
No. 7 F3..........C�a........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH`
v�JJ... ...'......:.oF ........... - . . :
Appliration-for Uhip sal Works Tonstrnrtion Vrrnfil
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
Q ' { S m A5 S
Q { -- 4----------------------------------- ---•--•••-••••••-•--••-•••--•---•--------•-----•-...-•---•-••-•-••-•••-••••••••-••.........--••-
cat on- ddress Cm Meb /►•r)s�q�t,�ys_ �" f►.l��vls
QP T#+# �t...........................................................t ..........................................JkP� �j.. .� . ......... 7777
coVW-l�l� --Do.... �t► l.ACr SK 5 �t� ''��na L SS
t'
Installer �, tlddress
Q Type of Building 'Size Lot............................Sq. feet
lbwelling—No. of Bedrooms--------------------------------------------Expitir t i# ( ) Garbage Grindee ( )
p, Other— p ull No. of perso ) — Cafeteria ( )
PL4A 't� r ------- i�7%Silt 3` j '��5 ..
.
W Design Flow...........:.......:.:......................gallons per person.;per day. Total tinily flow--------------------------------------------gallons.
I.
WSeptic Tank—Liquid cayacitv --gaall�onss �t ,_ Width---------------- Diameter----- -- -•---• Depth ---- -----
x Disposal Trench—'1V�t� + Wilt otal`Length. ................ . Total leaching area_.-... .___. __:aq. it. ..
Seepage Pit No..................... Diameter__________ ______ Depth below.inlet....... .......... Total leach'igj`�ea___---_.__.__._.--scj. ft.
Z Other Distribution box ( )f'" ` Dosing tank
Percolation Test Results Performed by............................................................( ) .Q�- �/•.Z�"' 7. ��
7'
~" ..
a ate ------------- ---
Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water--.______________:_-_---
f� Test Pit No. 2................minutes er finch Dept ' Test Pit.___-____-__-___-__- Depth to nd __.__-_________-_-.----
�- � �� - -- ................................... ye
D Description of Soil--------------- - _-`-_' -
c.� j =
W ------ - - ------ --------------- _.. ............ .. ._..------ -----------------;--------------------------------------------- ------------- -------------•---------
- - --------- - - --- -
VNature of Repairs or Alterations--Answer when applicable._- ____________________________^_
t . .
..---••---- --------•-•--•---------------------------------------------------....................------------------------------------------ --------------------------_----.-------------------------
Agreement: ,
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanita y Code The undersigned further ag eZes rho = lace the system in
operation until a Certificate of Compliance has p' WAh ef�d/1It�� P�`"G► �' 1/i/ .7p*
t Signed ...... Y--------=--------=-----------------•---•-••-••-•-----=--•---- -----
Date
Application Approved By----- -- - ------ --- -------------------------_
Application Disapproved for the jollowing reasons':.................... ----------•-------•--------------•-•-•-•---•-------------•- •.--••••-•-•--•--••--
.......................................................... - 7.......................................................
Date
PermitNo.--••-•--•-•••---••••••••---••-•-••-•-'.......=......... Issued.........................................................
Date 1
,y THE COMMONWEALTH OF�MASSACHUSETTS "
N Dv
BOARD OF - HEALTH t#A/�Z #C
......... ...... LVaVT
6 rrti$ p
�lirat Mil ►G c.c.S
M1 THIS IS TO`CER 'IFY, That the Individua Sewage-•Disposal System constructed ( I) pp-Repaai`red ( )
G/
by. =............... ---- --.-�111Z....... . ----------•-----------------------------------------------------------•-------•--------•-•----
In,staller
at.
has been inst I m aFcorcT-inc eC S s c tate/14t�'� es a
application for Disposal Works'Construction Permit No.__ ______________ dated_-_ ___ _,�3 _.. -.-.
THkASUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED Al A�GUAR1tP EE-THAT THE
SYSTE !�iIILL -FUNCTION SATISFACTORY
DAfTE J .................. Inspector ................
THE COMMONWEALTH OF"MA55-ACRUSETTS
BOARD OF HEALTH Y.
>�
No. y ' / Q {� 1r 3t il• FEE..
Binjullia ` 7.21
o_..0 mAkur ion rra it
Permissionhereby granted................. ...... .. ...
1------------------------------- --
`�o. to Co ep i ( .) ,Iividual e e D s I. stem
n�rt� �r�
at Nov/ %�/`)� � �G �dMG. '1 � C..:p ~a �
Street � / ..
p as shown on the application f or Disposal.Vorks Constructio ermrt Dated_ ____"'_ _______
DATE................�_.._..--• -•---7 ._..._.00....._..............•.......... � Gard ,
FORM 1255 HOBBS & WARREN, INC.: PUBLISHERS _
Phone(608) 83� -5731
- MEDICAL / DENTAL BUILDING CORP.
797 MARKET ST. - OREGON, WISCONSIN-53575
November 22, 1974
Mr. Murray
Board of Health
Town of Barnstable
Hyannis, Mass. 02601
Re: Doctors Office
Cedar & Camp Streets
Dear Mr. Murray:
Thank you for your effort and guidance in helping me prepare the
septic system information for proper submission to your department.
Accordingly, please find enclosed:
1 . $10.00 application fee.
2. Two copies of application.
3. Two copies of site development plan.
The doctors have retained Craig Madeiros to make the proper exca-
vation for your inspection and processing of the application.
My business card is enclosed if you would need to call me for any
reason. I will be checking with you shortly about how we are
progress i-ng.
Kindest regards,
ames H. Drummond
ice President, Operations
JHD:jg
Enc.
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GENE3R A L NOT E s ;
6
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EXIST PUM
P . ISLANDS AND DISPENSERS
E ERS TO BE REMOVE
D. INSTALL ~
4ITHREE NEW
- EE E 5 x S 1 PUMP ISLANDS ` W ITH A -N lti. E S7 HOSE U, X SE MULTI
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PRODUCT R U D CT DISPENSE
R': AN
D ND `CR N I DS RE
ADING EADTNG(CARD SYSTEM)
Y TEM ON EACH
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2. INST
ALL ONE N W E 28
. x 8 0 C ANOPY OV
ER ER NEW
PUMP
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3 . IN. STALL N, EW PUMP IS
LAND LAND MAT TS AS SH
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1
BARRIERS TO BE INST
ALLED AS SHOWN.
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REGULA
TIONS ,
P EMAL L MANUFACTUR
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IFTC T IONS A ND THE
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- MASS U ACH S ETT5 STATE FIRE
MARS
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1
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TANK & LEECH
SIGN TO REMAIN
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APPLICANT: ,
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MATT DISPENSE
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RE4vIRED FRONT SETBACK 20 ,REMpVE EXIST ISLAND 30 '
A
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AND
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;O LEGAL DESCRIPTION: O I BOOK 1436 PAGE
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UTILITIES I �-,Af'
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HYAN N I S MA YARM O UTH MA
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LITHO IN USA N.E:BIUE BLUEPRINT .
Layout Notes
Le 1 REGULATIOCONTNS.
SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL 15 EQUIPMENT USED DURINGCONTRACTOR SIALL �CONS RUCTIONTO ASHALL GREABEAEQU PPED WITH MUFEXTENT AS BFLERS.ALL POWER
9 \ I 2. MATERIALS AND CONSTRUCTION PROCEDURES SHALL COMPLY 'WITH THE TOWNS OF 16. MANUFACTURED ITEMS SHALL BE INSTALLED, CONNECTED AND CLEANED ACCORDING TO DESIGN
I G N
end
BARNSTABLE AND YARMOUTH REGULATIONS. THE MANUFACTURERS DIRECTIONS.
\\I k 3. CONTRACTOR TO SECURE ALL NECESSARY TRADE PERMITS. 17. PRIOR TO PROJECT CLOSE -OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS `
\ BEGIN NEW
BIT CURB 4. NEW PAVEMENT TO MEET LINE k ,PADE OF EXISTING PAVEMENTS. MATERIALS FROM SITE. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED FINISHES r�.
PROPERTY LINE
\ 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAWA(',E DUE TO CONSTRUCTION ACTIVITIES. SHALL BE REPAIRED.
BUILDING LINE \ 6. LOAM AND SEED ALL DISTURBED AREAS NOT COVERED BY OTHER IMPROVEMENTS. 18. EXPANSION AND SCOPE JOINTS FOR NEW CONCRETE PAVEMENT AND WALKS SHALL BLEND TO f=: __
\ MATCH EX. PATTERNS. CONTRACTOR TO ARRANGE TIMELY ON- SITE CONFERENCES WITH
I \ 7. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM s :
BUFFER LINE \ \ c.� WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. LANDSCAPE ARCHITECT TO APPROVE LAYOUT OF JOINT PATTERNS.
\\ 8. STORAGE AREAS FOR CONTRACTORS EC"P►rtENT AND MATERIALS SHALL BE AS APPROVED 19. PROVIDE EXPANSION JOINTS FOR NEW CONCRETE PAVING AT ALL CURBS, BUILDING
F PN AN Y WALLS, LIGHT POLE BASES, MANHOLES, GRATES VAULTS, EX CONC PAVING AND ALL `.................. `
a o o EXISTING FENCE / \ x' APPROVED BY THE TOWNS 0 BA STABLE D ARMOUTH.
FIX D MATERIALS. MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS SHALL NOT r= _:_:=::i
\\ 9. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE PAVEMENT OR OTHER E
CO P.I i TION THE T EXISTING R R EXCEED 25 FEET.
NEW BIT. CONC. CURB CONCRETE PAVEMENT ABUT NEW NST C E EDGE OF HE EXS NG CUB 0
o \
f ,
W UT TO PPOn/lDE A .LEAN SMOOTH TACK AT EXPOSED
- -
�, PAVEMENT SHALL BE SA C 00 EDGE. C CO E -
0-6 NEW LIGHT I x \ EDGES OF EXISTING CONCRETE MOP, TO PLACEMENT OF NEW BITUMINOUS CONCRETE EXAMINATION ,..;..;..;..;..;..-.:::..:..:..::::..:..:;.::.;...::..;.;.:..<
\ PAVEMENT. A. BEFORE SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE SITE WITH PLANS AND _
_ _
\ SPECIFICATION IN HAND AND SHALL BECOME THOROUGHLY FAMILIAR WITH ALL
HT 10. WHERE LIMIT OF WORK MEETS AN EXrSTMG BALDING, IT IS ASSUMED THE WORK LIMIT
NEW LIGHT BOLLARD E
CONDITIONS UNDER WHICH HIS WORK WILL BE PERFORMED.CONTINUES AT THE BUILDING FACE
DIRECTIONAL ARROW W ( \ NEW BIT. CONC. CURB 11. ALL NEW WORK SHALL BE STAKED-OUT PRIOR TO CONSTRUCTON. OWNERS B. THE SUBMISSION Of A BID SHALL BE TAKEN AS EVIDENCE THAT SUCH EXAMINATION ..
HAS BEEN MADE, AND DIFFICULTIES, IF ANY, NOTED AND REPORTED TO THE ENGINEER. t:.........................: ::: '`"'.
REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES.
\ LATER CLAIMS FOR EXTRA COSTS OF LABOR MATERIALS, AND EQUIPMENT REQUIRED
F.
PROPOSED CONCRETE PAVEMENT 12. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND
APPROPRIATE MUNICIPAL OFFICIALS PR10P. TO CONSTRUCTION. FOR ANY DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, SHALL
PROPOSED BITUMINOUS PAVEMENT \ �1 ?8, \\\ 13. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTAL POSITION NOT BE RECOGNIZED.
\ OF EXISTING UTILITIES PRIOR TO CONSTRUCTION
PROPOSED 6' HIGH \ sr \ 14. CONTRACTOR SHALL CONTROL DUST CAUSED BY HIS OPERATIONS BY APPLYING WATER OR
...�.,..:.:..... 0� \
WOOD FENCE -\.. ....�.:. F \\ \ DUST PALLIATIVE, OTHER THAN CALCIUM CHLORIDE. ??:: ?:
.... . Grading and Utility Notes
....................................
\ \
.. .. ..;..... \
:................... ............:
:�:........ ... Np� 34: 1. PROPOSED GRADES INDICATE I�fTENT. THE CONTRACTOR SHALL MAKE MINOR..�. .R. ..... \�,\ \
:...................................:
{.. ... IN 3:1::87:. tiF ADJUSTMENTS AS REQUIRED TO MEET FIELD CONDITION. ANY OF HIS SUBCONTRACTORS ACTIVITIES DURING THE CONSTRUCTION .:....:::::.
BUSINESS ZONE T. .. . :.�
BO 5 9� \ x�s 5 2. CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDmONS OF THE JOB PROCESS SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT NO �. :::::::::::::;:;:::::::::::<
isA................ \ ,, •. ....._ AND BE RESPONSIBLE FOR SAME. NOTIFY SITE PL"ER OF DISCREPANCIES ADOmONii COST 0 THE OWNER.
\ ', c \ NEW "DO NOT ENTER" SIGN 11, THE CON�T2ACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING
C� PRIOR TO BEGINNING WORK.
( \ R6' NEW LIGHT (TYP.) SI C L FABRIC TO BE USED ON ALL SLOPES GREATER THEN 3:1. THE EXELVTION OF HIS WORK.
:
APPROX. SEPTIC I \ ,`, + \ 3. ERO ON ONTRO 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS DEVELOPED FROM ,
.......:. 4. STRIP AND ST TOPSOIL FOR REUSE ON SITE.
LOCATION TO R 12 `� % OCKPILE
\' `� \ 5. PITCH ALL WALKS AT 2% CROSS SLOPE UNLESS OTHERWISE NOTED. THE BES' AVAILABLE INFORWITION. THE ACTUAL LOCATION OF EXISTING
REMAIN \... �\ �� <c.... •' \ \ ,Q UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
C� �, a 4 CI!P 6. ADJUST ALL EXISTING AND PROPOSED UTILITY FRAMES, GRATES, MANHOLE COVERS, -
tv o . . \ NEW B CUT
ADJUST ALL MH FRAMES AS \ > > :: .. ......`�. V T FLUSH wm� THE PROPOSED SURFACE ELEVATIONS EXCAvnnlxr ACTMTIEs.
. �.
_::::.::::::::................
\ I ,�, 4.F \ VALVE BOXES, ETC. O BE FL SU E I m MAINTAINED
REQUIRED FOR NEW PAVEMENT \ / , �G ...... ...........;:. :.:.: :.:.. .:. -- WITHIN THE LIMITS OF CONSTRUCTION.
13. ACCESS ;4WD UTILmES TO EXISTING FAC L ES MUST BE MAl ED BY
r , ................... \.. \ O :: :::::::::::.........:..
\ / 6 .......... . ; .. THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE :` '":' ::
OR PLANTING AREA \ i I �, iT k. N.
\ 7. ALL EXISTING UTILITY LINES TO BE ABANDONED SHALL BE ABANDONED ACCORDING
i / J' \ TOR MUST MAINTAIN THE FOLLOWING ACCESSES WITHIN THE
.... . .\ \ T TO UTILITY COMPANY REQUIREMENTS. CONTRACTOR
\ / Q •� • • .::..::::.::.: \ WORK SHALL BE COMPLETED M ACCORDANCE WITH APPLICABLE STANDARDS. PROJECT SITE
v :........: :::::..:. . ` " 8' A SUFFICIENT TRAVEL LANES , APPROVED BY THE ENGINEER, TO +
�..,� I ,....... .. .... ... \ NEW DO NOT 9. ALL EXCESS MATERIAL, EXCEPT TOPSOIL, SHALL BE DISPOSED OF OUTSIDE THE ( )
1.5' 8� _ : ENABLE ALL EMERGENCY VEHICLES TO ACCESS THE ENTIRE PROJECT SITE. ..
O .........1` ENTER" SIGN O PROJECT LIMITS.
MH �m i \ ..........A . ... 14. WHERE HELD CONDITIONS CALL FOR ON-SITE ADJUSTMENTS OF FINISHED
i m O ...................�!,� 10. DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S OR -
x �.. J MH s \
GRADES, THE ENGINEER SHALL MAKE THE FINAL DETERMINATION.
µ, ................. BEGIN NEW O 56 Arbor"Street
\ �� ...... ::. . General Notes Hartford, CT.
.....�,......... 2p+ o, f,fO!v. s:•'• ...:... BIT CURB
v i \ ,i�. c....... 06106
VrtL.L.
z a. �\ � 860-231-8208
NEW BIT. CONC. PAVEMENT t. GASOLINE DELIVERIES MUST BE LIMITED TO HOURS WHEN THE STATION IS NOT Fox: 236-9220
AT DRIVE THROUGH 0 ,;......... /
�.......: i \ IN OPERATION.
04` i 0 2. PRIOR TO ANY CONSTRUCTION ACTIVITY SEPTIC SYSTEM AND ONSITE DRAINAGE
\ ° ° a \ C Gf/ SYSTEM MUST BE FULLY EVALUATED AND PROVI7N TO MEET
NEW BIT. ... i _ ° o, �:..•. \ (i
CONC. CURB � �\ ham.��"� \� W� \� �6 LOCAL AND STATE REQUIREMENTS. IF EXISTING SYSTEMS ARE UNSATISFACTORY, Prepared For.
\ T S DESIGN OF REPAIRS OR REPLACEMENT MUST BE APPROVED BY TOWN ENGINEER.
B o g u s h a Duda
m . �o
.:: :: ........:::::.: �� `�'� \\ 4� �� 48 Loring Street
CQ / o t IN, West Dennis,
� / I 3 J IN,
T 02670
-♦ �il/ '` / 0... Q r•. ' {' 0 EXISTING,BITUMINOUS \ ��B \ 35.0'x 508 I ( ) 394-2 3 1
Qc_ MN PAVEMENT TO REMAIN \ \ 6' END NEW
\ BIT CURB I
T ^ �q / s'� �` `� T c.a (PATCH & SEAL COAT) \o��1/ F �n/ / c, =Tr rn
♦ ST �� wa x cn TYP. /\
O / /� O r. ,. w� �_. x �e i / \ .� NEW BIT PVMTI
710no
i#1 �t
7 4 /
NEW NO WHITE DIRECTIONAL ARROW
�. x'` ,s ,a•. ��� �•���.,. \ /
r
NEW CONC � \ \ "' \ I PAINTED ON PAVEMENT (TYP.)
t, Z *a y y' "t .i• RAMP EXIT" SIGN v, \
\74
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(J a. / ram` w. x ,���•y.r. a 1r.f� :/ ` T'D DEMAIN C \
BEGIN NEW BIT
CURB
�9 / .� + ��' :, <° v 1=XIST1N � OG�DI�tF" " a .�\ NEW "NO w I \' � 35.0'x
36 / '' 2
��, ; � � • / DISPENSED I�C1D �,TYP) / .• cn T PROPOSED
°'1'r\ Exrr" SIG N ti 1 R 16 �0
/ r �+ \ \ EXISTING CONCRETE MAT TO REMAIN �qp\ FOOD D MART
J l� 4 \
R - 25 ZONE
35.3•x 381 CAMP STREET
� ;' ? �- P �� \ \ / EXISTING CANOPY TO REMAIN \ 1 ��
H p:. 38.2e T P \ \ \\ \ 1 \ LIMITS OF RD �?-
:r. /..... ✓y +i v1' '" y r 4 Q 2 ♦f x \ / EXISTING CANOPY COLUMN TO REMAIN (TYP) NEW\,, T PVMT
:.._. .. .... ,t,. ;: oa EXISTING \ \ �`l CAP AND COMP AN BARNSTABLE AND
?G BITUMINUOU w O Mp EXISTING GASOLINE DISPENSER TO REMAIN TYP \ 1 ELEC IC YARMO TH
xl �i� w r „ r PAVEMENT' ♦ 35.5'x \ \ EAS MASSA ETTS
JC14 - �:,, �,^ • . :x` T; y. TO REMAN C� ° \ ,
r� cw ,4-1. � �MH +�' Q�OFESSIp'v'
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EXISTING BITUMINOUS ?0' o, 'o \ I ` \ �O MA I m
/ PAVEMENT TO REMAIN \ I • \ 'Q�` �I H �°
�, �... '; ^ ,; .,p Y �, r ♦ (PATCH & SEAL COAT) \
i ,56 'Liq� o GVIL N
/ A , TYP. No.39753 J�
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GASOLINE TANK RIM 34.87
FILLS & VAPOR O INV OUT 31.82
La o U BC
NEW `. RECOVERY PICKUP;' MAO n ♦ BOT. 30.19
CONCR�fE o ° - V) O� I / I
+,M \ Grading Plan
/ w -\38. x e PQo --.. _ - x OMH ��S/e < <v / NE MONUMENT
m
2 . _ - �'-' - - - - - - - - - - - - - - - - - - - - ^��' 30_FRONT YARD - - - - - - ` CE 2 I SIG/ wJ
L - - - - - - - - -�-� - - �- - - -. - - - - - - -� - -. - �.,•- � - � �� I r-
-�- - - - °a ~-\. - LEACHING PIT 1 �^ n �`
v ` ° - ^� „� NEW C.B. - =� CLUSTER I I1 I \
,, -;` Fll .� TF=35.4 c D \�� _ ,� �' / �\ /
PROPOSED DOUBLE / _ p; 8 .. INV-33.4 0 J� SEE DETAIL - ET L 4 N ,I \ I / \\
- > = w i l /
WALL GASOLINE - -';` / °$ („ � "�',� \ 5
Rr� �..-- (�- �<, �,' � 5 1� \ `" �\ Date: 8/1 7/01
USTS ` , ° `-�-- a'- 20' BUFFER �t>` of D n� ' � � �I \ �-sec _ � I can �\ O,
��- I / o I / N k Scale: 1 = 1
PROPOSED 1" O I. ° - --_< \ ° 12„ RCP -._ I �` R2 e , XCb
TYPE K WATER ). i o o� - / 'o / VFW o O� / I Drown B SLW/JDL
- SERVICE IN 4" PVC <,T-r_ y; o - as - `r? /, '' �cc ` ^/ BST ' / NEW LIGHT I ♦ / / Checked By: MGS/PB
SLEEVE / N - _. ° �, ° ° ° j NEW BIT N �" r,^�^o - -"-✓ C�Re ��
h ,fib I °/ T CURB NEW BIT PVMT -� '` �' �. NEW BIT PVM BOLLARD (TYP.) Project No: 2326
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_'i.J t1,,.� ° 35.9' � � � t•�- o �� ! % < � I �
File: 2326-SitePlan.dW�
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NEW W "NO R2 0' ( I I � I R e v
EXIT" SIGN '` I I \ l i 9/12/01: Drive-Up Radii, Curb Cut Widtt.s,
L; I NEW BIT CONC CURB MCJN NEW "NO 35.3 0 ' 1. /
I Parking Dims.
R12' ,, EXIT" SIGN i��a
PROPOSED ' . is
\ WEELL R12' ;� i�n� 10/10/01: Cutback Exist. Bldg. for Drive LI I
LIGHT {TYI' 'f�
• _ "•, ' I ( � �� Radii, Curbs & Parking at Buffers, Signs <<
♦ Markings, Gen. Notes.
-- - N 09'08'30 W 221.95' ,-A
u
A 24 R20' - /- . f- . - . � . - . - - - / �-
c,� UPT 24' - . - . - . - . - . _._. . . -
Y-. - . - . - . - - . .•� - - - - -6HW- - - - - - - - - I UPL GUY .n �
BENCHMARK TOP OF �, _ - _ - - _ - - - . - - - - -
_ -� - CCN( RET BHU�. - - - - rn- -OHW_
. A w w moo; ,- R t 0' � 35.2'x I x i� ♦ ♦ _ - �,C.
ELEVATION -38.8.4' f MSL x fR�11 x• 36.1' 36 R8 x rn \ \ _ I
BEGIN BIT CONC BEGS BIT �bNC ( \ _ CB-RIM
- `I
rn CURB CURB
END BIT CONC _ 34.4'
r
v EX BIT CONC CURB TO REMAIN i NEW BIT PVMT x 34.8'
x i ,� CURB I ,;
x EX BIT CURB TO REMAIN WHITE DIRECT104AL ARROW EXISTING CURB TOR MAITV \ \\\
EX BIT CURB TO REMAIN " - END NEW BIT
NEW "DO NOT ENTER SIGN CAMP STREET (PUBLIC - 60' WIDE) CONC CURB PAINTED ON PAVEMENT (TYP.) U \0\�
\ L - 2