HomeMy WebLinkAbout3850 MAIN ST./RTE 6A(BARN.) - Health M1.
Barnstable
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T�:WN OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION
{ OWNER AND INSTALLER INFORMATION
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ADDRESS:�_ � t/ 11r V 't ��� MAP NO. 336 PARCEL NO. 0
OWNER NAME: ._-_,)/ 5 �1 U n VILLAGE: C(J//f!� A Q V ' t J
INSTALLATION DATE: 0l BY:
ADDRESS: CERT. NO.
Y �Uf ^+TANK INFORMATION
LOCATION OF TANK: `...1�/.u�/f,V_
CAPACITY / /� TYPE AGE FUEL/CHEMICAL"#� cI FOEL 01L..
TESTING CERTIFICATION E I PASS E -]-- FAIL DATE
LEAK DETECTION C ] CHECK IF N/A TYPE/BRAND
ZONE OF CONTRIBUTION E ) YES Cl\�3 NO DATE TO BE REMOVED
FIRE DEPT. PERMIT ISSUED E ] YES EX] NO DATE
LUNSERVATION 1} 3 CHECK IF N/A DATE
BOARD OF HEALTH TAGS`NO. EE ]E 7 E ]E J DATE
PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD
JUN 25 '91 15:06 BARNSTABLE FIRE DEPT P:2
BARNSTABLE FIRE DEPARTMENT
FIRE PREVENTION INSPECTION REPORT
BUSINESS NAME UST REMOVAL SIMPKINS
_ ----------------------��---------------------�_-----�--_--- -�---------------
INSPECTION DATE 06/26/91 ADDRESS 3550 MAIN STREET
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INSPECTION TIME 13 : 50 : 00 } CITY BARNSTABLE STATE MA ZIP 02.630
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QUARTERLY DATE 00/00/00
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PROPERTY REP OL JOHN SIMPKINS
VIOLATION BUILD VIOLATION ELECT
VIOLATION HEALTH VIOLATION GAS
HAZARDS REMOVAL OF 500 GALLON UNDERGROUND FUEL STORAGE TANK . EXAMINATION OF
THE EXCAVATION INDICATE`. "THAT 110 PRODUCT LEAKED INTO THE GROUND, I
ORDERED THE TANK REMOVED FROM THE PROPERTY . ADDITIONALLY , A 275 GAL,
HOME HEATING OIL TANK ( ABOVE GROUND) WAS ALSO REMOVED FROM THE
PROPERTY.
COMMENTS
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OFFIC CAPT� I FFIN �`'�--
` TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION
OWNER AND INSTALLER INFORMATION
ADDRESS: I&> MAID 31-e6e ` MAP NO. PARCEL NO.
OWNER NAME: t I i e 97�js t,-ro P AL 1 a V I LLAGE: Com AA 0 o �
INSTALLATION DATE: I ulK BY:
TANK INFORMATION
LOCATION OF.TANK:
CAPAC I TY TYPE AGE FUEL/CHEMICAL (�
TESTING CERTIFICATION C 7 PASS C 7 FAIL DATE
LEAK DETECTION C ] CHECK IF N/A TYPE/BRAND
ZONE OF CONTRIBUTION C ] YES C� NO DATE' TO BE REMOVED
FIRE DEPT. PERMIT ISSUED C ] YES t�] NO DATE
CONSERVATION ' CX] CHECK IF N/A DATE
. BOARD OF :HEALTH.. TAG NO. C� C 3E ]C 71 . ] DATE
.PLEASE PROVIDE A ,SKETCH-SHOWING_,. THE. TANK, LOCATION .ON. THE .BACK OF THIS CARD.
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DESIGN CALCULATIONS TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
NUMBER OF BEDROOMS 4 ELEV = 100.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
T
GARBAGE DISPOSAL UNIT _ 7 CLEAN SAND
TOTAL ESTIMATED FLOW CONCRETE
( 110 GAL/811l X 4 BR.) _ _ GAL./DAY COVERS -f c-INSPECTION PORT
.�
REQUIRED SEPTIC TANK CAPACITY _�Q_ GAL. --- i/8" TO 1/2"
j 4" SCHEDULE 40 PVC PIPE \ LOAM AND SEED
/ MIN. PITCH 1/8" PER FT. \ 2" LAYER OF
ACTUAL SIZE OF SEPTIC TANK _ISM GAL.
SOIL CLASSIFICATION --�-- I DESIGN PERCOLATION RATE S_>`?__ MIN./IN. 5.00 9710 MAXWASHED STONE 4" CAST IRON PIPE _ WASHED
MIN. NOT REQUIREDEFFLUENT LOADING RATE 9.1-4- GAL./DAY/S.F.
LEACHING AREA 628.33- SO. FT. (OR EQUAL) MINIMUM
(11X48)+(59=10/12) PITCH 1/4" PER FT.
LEACHING CAPACITY (AREA X RATE) _01-0 GAL./DAY
626.33 X 0.74 FLOW LINE 94.10
RESERVE LEACHING CAPACITY MI-44 GAL./DAY ELEV. _ _Q�' QQ_ 10"
TOP OF SLAB MIN.
ELEV. _ 92.50 ELEV. = Q4_35_/ 2,0.•
LEVEL o0 10,
� // / I ELEV. - _� 6Q_ GAS ELEV. - _ _9Q J6" SUMP ELEV. = 93Y73 o "om ° ELEV."�77_ 1 11 _�Zn
84.6 90.5 " 0 / BAFFLE - -
- 90.e DISTRIBUTION
OF TLPND 200.00, \ / f / LIQUID - OUTLET T
BOX _$tea_
A8-47� \ \ 4 FEE 14 INCHES (TO BE PLACED ON FIRM BASE) ,0 BE WATER TESTED L6 HIGH CAPACITY INFILTRATORS WITH STONE z
B4 7 S FEET 19 INCHES IF MORE THAN ONE OUTLET IN AN 11' { 48 X 10 " TRENCH FOh'MATION •87
6 FEET 24 INCHES 1500 GALLON SOIL ABS RP
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) 0 TION WELL A1W 247
1 ! 8 FEET - 34 INCHES SEPTIC TANK ZONE ID
/ 3/4" TO 1 1/2" CLEAN SYSTEM
(SAS) INDEX _ 212
1 85 2 I / DOUBLE WASHED STONE SYS ,LM \�A`�/ ADJUST-4_�_
� 8�,3 � J/ / FREE OF FINES & SALT -
USGS TABLE ELEV. =
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WAOTER BABLE TABLETER(9/7/04) ELEV. = __flL4St_
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =
SOIL TEST
jb 4
1 E T
J ; DATE OF SOIL TEST _SEPT_9, 2004
SOIL TEST DONE BY �QyYj��A�E`�N�I �RING
NOTES: WITNESSED BY ___--
p 87.4 / \ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E ;- OBSERVATION HOLE 1 ELEV.-
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
/ THE SUBSURFACE DISPOSAL OF SEWAGE. PERCOLATION RATE < 2 MIN./INCH AT _72 INCHES
" 9�0 94.3 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE. m DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 0-24 A LOAMY-SAND - IO 4 2
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
24-_48�- - -
/ I / _ B LOAMY-SAND
(A10YR7_6 -
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ ,yS USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. Z 45-120 C LOAMY-SAND 2.5YR7 4
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
S
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
c46A \ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO WATER ENCOUNTERED AT 120___ ELEV. = 81.93 _
• 88.� - -----
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE. OBSERVATION HOLE 2 ELEV.=_93.40_
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
Li I ' " 93.4 � SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION PERCOLATION RATE < 2 MIN./INCH AT _67�__ - INCHES
TYPICAL HARD WOOD TREE ' r? r T , - '--�
2-4 FEET IN DIAMETER j
�� / " 91?t-- I TO BE BROUGHT TO THE EN ,I v OF H� DESIGN ENGINEER DEPTH SOP,!? TEX I,RE COLOR MOTT. OTHER
^, IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C 0-16 A LOAMY-SAND 10YR4 2
All '/9S 1 0 9. LOT IS SHOWN ON ASSESSORS MAP _ _ AS PARCEL 19 5 116-360 B _ LOAMY-SAND 10YR5/6
L 0 T 5G ' ' 95� / I � 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND z r3f,-84{ Cl SILT LOAM _ _ 2.5Y6 2 SOME OXIDES
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE -
/ REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 84-150� C2 MEDIUM $AND IOW 4
41
289E S.F. • 95.4 ' - - - -
90 94
WATER ENCOUNTERED AT _ 144_ ELEV. = 81.40_
" 0.1 / I 2V R06 �� T.
WALKOUT / / k.16 I I 89.1 I 1,1 r) DUMAS
T / 41 �• No. 619
92 SED WEL.
/ ' I ' APPROVED: BOARD OF HEALTH
p,R04 BE OOMS
Q 3.4 / / I \ - DATE AGEN r !
94 96 SOIL " 99.6 } -- - --
Q _ � , TEST 2 OR -�- ! \ 94 PROPOSED SEPTIC DESIGN
P g� 100.2� 96 92 FOR
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I W I - SOIL _ ' ,�� I DUBLIN CONSTRUCTION
TEST 1 /
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QVERDIG LEGEND. cil ! ,
EXISTING SPOT ELEVATION; 00,, ER ,
_ 3 EXISTING CONTOUR - --100---- h I DATE �.{{ SCALE
r �'� , ;C? =� 1010t23 AL SPOT ELEVATION �., +til- „ �_.-.A F' 1 8, U = 20
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