HomeMy WebLinkAbout0092 BARNICLE DRIVE - Health 92 BARNACLE; , , _. �_ ITT •�
A=076-1562 . Act i-,S-ro r?5
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TOWN OF BARNSTABLEC/
LOCATION A._�� /l a�4N t GLE _ SEWAGE #
VILLAGE ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO. r&, aAl"IOW
SEPTIC TANK CAPACITY 45-r0 & A L- /
LEACHING FACILITY: (type) �i��L��/97�5 (�� (size) /'/ �K K / r
NO.OF BEDROOMS •�
BUILDER OR OWNER 7-1A®0�S '
PERMItDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility .157 Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) /�d/✓ Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of.leaching facility) �Q�� Feet
Furnished by
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ar
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e 4
No. Fee 1
THE COMMONWEALTH`OF MASSACHUSETTS '�+ Entered in computer:
Yes
U UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZppYfcation for 3Dtgpo9;a1 *pgtem Congtruction Permit
Application for a Permit to Construct(k)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Loc on Address or Lot No. Owner's P4arne,Address and Tel.No. /o
r n(d e- ko0-8) YVl u ,� 2>c o -lcuCZ 25 c. TwAP5
Assessor's Map/Parcel P Q O,k b l-o
Installer's Name,Add ss,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size 440 4 sq.ft. Garbage Grinder A49
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
t;av���
Design Flow 10 lit. - gallons per day. Calculated daily flow 3 � gallons.
Plan Date 9 Number of sheets �� Revision Date B
Title r y` f. LlJ 'o"
Size of Septic Tank Type of S.A.S. EaF?.5)
Description of Soil 0 - 4 " Top -.7 _-50d7✓Z,
61 "i " dQ Soil- ,r--i
Nature of Repairs or Alterations(Answer when applicable)
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 Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been 'ss eI o d of He h
Signed C,4- Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
. *m y ,�„ «._-. 9 Fee
THE COMMONWEALY14 OF'MbSSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for )Digpoga[ *pztem Construction Permit
Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
u6aa ion Address or Lot No. Owner's Name,Address and Tel.No. /p
i'�,r(ik619- mod , 1Vlurstcns th,(15 A Iex ,4 c, 7c) dcS TGxpS
Assessor's Map/Parcel P U
e,
Installer's Name,Ad_d`gss,and Tel.No. Designer's Name,Address and Tel.No.
X -�' S v r vet � DoPit k l j LS
Type of Building:
Dwelling -No.of Bedrooms � Lot Size 4�j 1 sq.ft. Garbage Grinder 40
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures //
Design Flow 1 fQ P t4 I99- g P y y 3 041t9 3d'Z g
gallons per day. Calculated daily flow ,gallons.
Plan Date 9 / Number of sheets ��� Revision Date d/tl G
Title
Size of Septic Tank Type of S.A.S. 7 may /A� L 7ie.479/2.5)
Description of Soil
3'� 1Z t-» � - e h l�
Nature of Repairs or Alterations(Answer when applicable)
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 Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been of•He -
,i Signed �"+�/ Date 1X �2
-_
Application Approved_by, .-. ., = _ _ - - . __ -�- • :; - ,< �, r_. r. ., ; - -.Date-
Application Disapproved for the following reasons
Permit No. / wW. Date Issued
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS,
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance _
�q THIS"IS.TO CERTIFY, that the n-si e..Sewage Disposal System Constructed X)Repaired( )Upgraded( )
Abandoned( )by �1rG
at Z d-,,-e ..war••--/ /�i��� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ,F-6 tv S' dated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the syste w'l j�esigjuied.l funcDate �1Z-9Y' Ins ector �
r'
-----------------------------------------
No. / Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE., MASSACHUSETTS
;Migozal *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repak( )U raf�e( )Abandon( )
System located at G '7� CZ k r C 6 �GGI' /r+ag /0
4
and as described in the above Application for Disposal System Construction Permit.The applicant recogn' es his er duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction mus be o17ithin three years of the date of thiht
- /y
Date: Approved by �'d
.......
_ ----- -- --...
- - - --v- TOWN OF BARNSTABLE /v
LOCATION A 49A1'C(,6 9b SEWAGE # �s
VILLAGE . /I�/�4���s ?�/'LL— ASSESSOR'S MAP &LOT 741 5:2-
INSTALLER'S NAME&PHONE NO. L� 44eALb
SEPTIC TANK CAPACITY
LEACHING FACII.rry: (type) /�f/GT�A7o�s (S� (size)
i NO.OF BEDROOMS 3
j BUILDER OR OWNER /44e-lc io�l'A /y 71A DOs
PERMTTDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility .15� Feet
Private Water Supply Well and Leaching Facility (If any wells exist ,r i Feet }
on site or within 200 feet of leaching facility) ,V
Edge of Wetland and Leaching Facility(If any wetlands exist C Feet
within 300 feet of leaching facility)
Furnished by
= Z �
3 -
� a
BENCHMARK ter.: ,.;
70P FLANGE BOLT � `
ON HYDRANT
EL=100.0 (ASSURED) ASSESSORS LOT 51
i 1�1 1 It
V
/
LOCUS
29,32E
\ r r(69• I �1 \ �++ 1"--2000'
0
ASSESSORS LOT 47 LOCUS
VALHr_ 24.0' 1 \
BASM
i �l / URI _—_— —_
#20 - - - --
o
of 4f
PRO p — —_— — -- 4.0 PAULA.
Vs MERITHEW
No. 32098
' _ _ �.a �o. 17.0 . 8 I / � FCISTER
,a°' o -_ _—-_ - _6'
\1 e`�,' ,a° _ -__PROPOSED-
w r� m--3 BEDROOM— o
0 28 - - -_SE_- _-_6.0
~^{ 01 O 11.0 11'0 3'0,- - - -_---a °� / / # ASSESSORS
86.6' W _—--. -- o ' M � LO T 4B
J —CIA W
IO 11% \ ASSESSORS
O \ �w ASSESSORS LOT 52 .p / / / / �, LOT 55
ASSESSORS MAP 76/52 !�, O_ / ` as AREA=4a mai- SQ. FT. o /
3pp 00 1
PLAN REF` 272/29 a l \ / / 1 1 1 1 1 1 1 I
SITE AND SEWAGE PLAN
RE5 ZONE: RF" b � �.
I
I PROJECT L OCA T/ON
FRONT 3
SIDE O� ASSESSORS LOT 53 P�1" OF 41 S �7r LOT 52 BARNICLE ROAD
BACK 15' I I y>� ss BARNSTABLE, MA.
(AIARSTONS MILLS)
\ I WILLIAM
FLOOD ZONE. C" y
c1 LIEBERMAN APPLICANT.-
.o ,A No. 239710
GROUNDWATER PROTECTION I BOX �o,�Fsc/STti�G�� ALEX & R!TA FOTIADES
S/O EN
0 VERLA Y DISTRICT AP" NAL
YANKEE SURVEY CONSULTANTS
' GRAPHIC SCALE 1 P.O. BOX 265
�0 UNIT 1, 40B INDUSTRY ROAD
�,,d 30 0 15 30 e0 120 MARS TONS MILLS, MA. 02648
PH.(508)428-0055 — FAX(508)420-5553
I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE L-m MEOW
IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL KALE.• 1" = 30' DA M: SEPT. 17, 1998
STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN
IN FEET )
THE COMMONWEALTH OF MASSACHUSET7S. 1 inch = 30 ft. REV REV (u I;
PA UL A. MERITHEW, P.L S. DATE
✓OB NO. 51669 DPG SHEET 1 OF 2
I
EL. , IOL 0'
TOP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC
MIN. PITCH 1/8 PER FT. z LA YER OF
EL= 100
CONCRETE COVER EL=99.5 WASHED S719NE
4" SCHEDULE 40 P. VC.
i i i i i
MINIMUM W
PITCH 1/4" PER FT.
FLOW LINE 10' a 9"
INVERT mN 14
15' MAX RUN k EL=96.5' MIN.
I "
' —20•� =96.0'
EL.= 98.2 _ A. CAS �_JNVERT �6 SUM LEVEL 0 ° 0 0 0 0
�D 0 0 I' EFF DEPTH
INVERT BAFFLE EL = 97.25 INVERT INVERT o 0 0 0 0
EL.= 98.0' EL.= 97 05' EL.= 96.80' '°
0
° =95_.0'
(70 BE PLACED ON FIRM BASE) DISTRIBUTION ° 4' 4' °
MECHANICALLY COMPACTED OR 6" OF S7VNE BOX 38' '
GALLONS TO BE WATER TESTED 11 x xl
IF MORE THAN ONE OUTLET TRENCH FORMATION
SEPTIC TANK PLACE ON 6 STONE " SOIL ABSORPTION
" 3/4 7t7 1-1/z"
PROFILE O F WASHED STONE
SYSTEM (SAS
SEWAGE DISPOSAL SYSTEM
USGS PROBABLE WATER TABLE ELEV. =_64 __
NOT TO SCALE NO OBSERVED. WA 1 E'R (8125198) ELEV.=_875
, * WATER TABLE 35' BELOW SURFACE
OBSERVATION HOLE 1 ELEV.=_ 9_9.5'
PERCOLATION RATE _ MIN./ INCH AT4B"-LlB'INCHES OBSERVATION HOLE 2 ELEV.__99.8
DEPTH RORIZ TEXTURE COLOR M077 OTHER PERCOLATION RATE _ MIN./ INCH AT46"-t 18"INCHES
0"-6" A SANDY LOAM 10YR 3/2 SOME DECAYED DEPTH HORIZ TEXTURE COLOR MOrF OTHER
ORGANIC MTL 0"-6" A SANDY LOAM 10 M 3/2 SOME DArAYED
ORGANIC MATER
GENERAL NO TES s"-36" B SANDY LOAM lOYR 5/B NONE S ND EDI 6"-36" B SANDY LOAM IOYR 5/8 NONE FANoIM�I
C SAND 2.5Y 5/4 NONE MED. SAND C SAND z. /5Y 5 4 NONE MED SAND
SOME PEBBLES 3 6"-1z SOME PEBBLES
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
NO W�7'ER ENCOUNTERED
TITLE 5 AND THE TO WN OF _$ARN�'TABLE____ RULES AND NO WATER ENCOUNTERED
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. SOIL TEST SOIL TEST
2) ONE CO VER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12"
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 8125198 SOIL TEST DONE BY WILLIAM LEIBERMAN - SOIL EVALUATOR
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED 'BY- MR DUNNING B.B.a H. EXCA VATOR-BORTOLOTTI CONSTRUCTION
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. DESIGN CALCULA TIONS:
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 3
BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH F TOTAL ESTIMATED FLOW' TOP LOAD 5 INFILTRATORS WITH
DEEDED OR ZONING REGULA TIONS. 0 WNER/APPLICANT IS TO 4' STONE SIDE3 AND ENDS AND ( 110__GAL/BIB/DAY x _3__— BR.) 330 GA
L/DA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 1' EFF DEPTH REQUIRED SEPTIC TANK CAPACITY 1500 CAL
!' 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR 11'X ,?8' P��" °F Fa SOIL CLASSIFICATION . 1
IS TO CALL "DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS o=� cy� DESIGN PERCOLATION RATE � 2 MIN. IN.
PRIOR TO COMMENCING WORK ON SITE. g /
W I LLIAM EFFLUENT LOADING RATE • 74 GAL/DAY/S.F.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LIEBERMAN H LEACHING CAPACITY (AREA X RATE) 382 GAL/DAY
8) PARCEL IS IN FLOOD ZONE__
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 1p No. L39/i O Q ' `
•� •� A�°�F � Q RESERVE LEACHING CAPACITY . . . 382 GAL/DA Y
_ F, �'ST�E � 4
9) LOT IS SHOWN ON ASSESSORS MAP _76_ AS PARCEL _52 . V" ON Al (38X11X 74)+(38f38+11-t11 X . 74)` P.NUMBER 2932
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