HomeMy WebLinkAbout0165 MISTIC DRIVE - Health 165 Mistic Drive, Marstons Mills
Lot 48, A= 079-052
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZippYication for 33izpozal *pgtern Construction Permit
Application for a Permit to Construct(repair( )Upgrade( )Abandon( ) []Complete System ❑Individual Components
Location Address or Lot No. ST,C. 10Q 1 u 12 Owner's Name,Address and Tel.No.
Assessor's Map/Parcel Z vYe (,N J (�
r^►a�7 a rG Sr * cL! !t!! '/d, 3.7p b
Installer's Name,Address,and Tel.No. � Designer's Name,Address and Tel.No.
C.iNST co y64 6)k'f8 Sur vet C�UVIS�(�q •
Y0 13 • 6%dvLXr Ro�l7 L yang Z� ,4W%`f.tj `oJa 6
n�a,�s s ti. lc r4� /�S- $9d� �, S &As yka- ti�-ooC S
Type of Building: -f
Dwelling No.of Bedrooms Lot Size y_j OA6 sq.ft. Garbage Grinder(l)
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 1�6 S gallons per day. Calculated daily flow L11-/® gallons.
Plan Date Id,—)S 9 6 Number of sheets Revision Date
Title S,4 e* 5-c -'(- !4 N f
Size of Septic Tank (�^ 9 Type of S.A.S. _ S00/ -1 �^ LZc`� c`�^�'`�✓�
Description of Soil P
See )U
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 o Environ ent ode and not to place the system in operation until a Certifi-
cate of Compliance has been issued by thi and e_a
Signed 43
Date / k
Application Approved by ate —
Application Disapproved for the following reasons
Permit No. �� " �r Date Issued �1 —
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No. Fee _ i
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
,� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
a
01pprication for Migaal *pgtem Cougtructiou Permit
r Application for a Permit to Construct(1, Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. M'STi C. 7)R IV�, IrA Owner's Name,Address and Tel.No.
:50e Lm, p t
Assessor's Map/Parcel, '1�rq ,-7 c Ir /Jet r� ! a �� M Q f Nln S MI l/S 7 do - ���6
Installer's Name,Address,an Tel.No. Designer's Name,Address and Tel.No. �J
- lt�Yrt e CAA ST C. v' 14,0kf-q_ 5"rVets euvf5vCYWN�)•
'O J3 4FndVSX✓ RC,4'b y y o 6
7 � Lip t� .1..^c1 S��
/►r►a r S 70+^S M 1 t 1C /h C4. 8�d G r+4.rs"'s �6 tjs yti c�
Type of Building: + N
416,j va 6
Dwelling No.of Bedrooms� Lot Size sq.f t. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow / S gallons per day. Calculated daily flow 41l/D gallons.
Plan. Date f a 'i$` 9 6 Number of sheets 0� Revision Date
Title i P'h S-r Y�'� /� N /
O O O G rive z'u C Y4 K`jRj
-Size of Septic Tank � Type of S.A.S.
Description of Soil
p 87Rd1 / ' sue— s���f � 1 �,4, r•
Nature of Repairs or Alterations(Answer when applicable)
V
i
Date last,inspected:
Agreement: :^
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance�wi the provisions of Title 5 0�� Environ nt ode and not to place the system in operation until a Certifi-
cate of Compliance has been issued by thi �B<and ea
Signed n. _ ._ ������D,,ate-'_ •�� qjj _-
Application Approved by , - - - �✓ -llate ,Z5 — /lf- �C 1
Application.Disapproved for the following reasons 'r
j
Permit No. b S Date Issued %O — G
'.p ------- - -------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ""Repaired ( )Upgraded ( )
Abandoned( )by
at 16 S m 1 S7ic— has' been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 - ter',a dated
Installer Designer
The issuance of this permit shall not be construed as a,guarantee that the system will-function as designed.
Date 1 :L Inspector ,
p 1
—— —————————————————————————————————
No. L _ �� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE., MASSACHUSETTS
Dig ogar stem Con!5tructiou 30ermtt
Permission is hereby granted to Construct(L- f Repair( )Upgrade( )Abandon( )
System located at 16 5 M St I
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 this p`ermit:-^"
Date: Approved by \�
µ
ll TOWN OF BARNSTABLE
LOCATION T f ic- Ve SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. �
SEPTIC TANK CAPACITY
LEACHING FACII.II'Y: !2b 4'I�.41 CAM Jw�
(h/',Pe) (size) �� 3
NO EDROOMS 7
UILD OR OWNER_(lath II�
PERMITDATE:_J J{z COMPLIANCE DATE:�I
Separation Distance Between the: _
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility S Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) �3 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist ,/,Jn
within 300 feet of leaching facility) ,u Feet
Furnished by
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MARSTONS MILLS
WAY
_ R=65 4 / —_ MYSTIC
AKE
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36 9, i� \ PLAN REF.- 203153
1 5�� 5 RES. ZONE. 'R
FLOOD ZONE. "C"
LOT 48
/ .5 \ v TOWN WATER A VAILABLE
98
� � ( �_ � o ��� a=
ASSESSORS MAP 79
AREA(CALC.)=46,026*S.F. 94 o 1 ,2 / o�\ AREA(PLAN =45,520�5.F. PARCEL 52'
� \ -_�� o \ �
BENCHMARK
/ ON TAGBOLT OF
LOT 62 \ 8 FIRE HYDRANT ELEV==100. 0'(ASSUMED)
PAl9L yes
PROJEC T L OCA TION
MERITH
106, No. 32098 44 LOT 48 MISTIC DRIVE
I P 1 g crs�E�� MARSTONS MILLS, MA.
/ A PPL I CA N T.-
" 110 LOT 49 JOE VA UGHY
OF
YA NKEE SUR VE Y CONSUL TAN TS
R CE P. O. BOX 265
G.
muwmy UNIT 5, 405 INDUSTRY ROAD
Ho.749 MARS TONS MILLS, MA. 02648
z PH. (508)428—0055 — FA X(508)420—555J
0
LOT 61 wd GRAPHIC SCALE
30 0 15 30� 60 120
15CA L E: 1 "=30' FDA TE.- 121-15196
RE V. RE V._
IN FEET ) JOB NO. 51070C
1 inch = 30 ft. SHEET 1 OF 2
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- - CONCRETE
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SCHEDULE 40 C-
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COVERS -
- - � MIN. PITCH 1 8 PER FT. - - - 2"LAYER OF -
u
WASHEDI STONE
MAx CONCRETE COVER
, EL. =99'
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4 ' PER FT. CLEAN SAND 9
10' MIN.
FLOW LINE EL=96'
INVERT 1 10" 10 ° o
Ei 98.5 MIN. 14 �z.0' o o 0 0 0 0 0 0 0 ° ° o
------ GAS INVERT 6 SUM LEVEL o o o o o o 0
INVERT BAFFLE EL•= 98, 0, INVERT INVERT o 0 o ° ° EL.= 93.5
98.25' EL. = 96.27�5'T r]�D Tn j Tr�EjL.=96 -- INVERT 4 4
(TO BE PLACED ON FIRM EASE) D S 1 1 L 1 L7 CJ 1 1 ON = 955,
MECHANICALLY COMPACTED OR 6" OF STONE BOX CL. --__-
1500 GALLONS
-------- TO BE WATER TESTED
I 35.5' TRENCH FORMATION
SEPTIC TANK IF MORE THAN ONE OUTLET .r
PLACE ON 6" STONE
3/4. TO SOIL
ADSVDP TTO N
PROFILE 0 WASHED STONE s , ,TEM (SAI
S)LE A� DISPOSAL SYSTEM
BOTTOM OF TEST HOLE OR USGS' PROBABLE WATER TABLE ELEV. =_86 _
NOT TO SCALE NO OBSERVED WATER TABLE (10117196) ELEV- =_86
OBSERVATION HOLE 1 ELEV. __ 98=_ OBSER V4TION HOLE 2 ELEV=_ 93
;; PERCOLATION RATE - <5 MINI INCH AT -48-1 IVCHE
DEPTH I HORIZ TEXTURE COLOR j MOTT OTHER DEPTH HORIZ i TEXTURE COLOR I MOTT. OTHER
0-12" A SANDY LOAM lOYR4-41 0-6" I A i SANDY LOAM ilOYR4-4 ,
12"-481 B SILT/CLAY IOYR5-6 6"-36" 1 B SILT/CLAY 10YR5-61
48"-144 Cl MED. SAND 10YR7-31 36"-144 ' Cl LIED, SAND I0YR7-3 PERK.
GE'NERL NOTES u
1) ALL IVORK-11-4_\SHIP AND .MATERIALS- SHALL CONFORM TO D.E.P.
TITLE 5 A_�D THE TOWN OF _BARNSTABLE____ RULES A.ND r
NO,, WATER 0 TVA TER
REGULATIO_1_S FOR THE SUBSURFACE DISPOSAL OF SELVAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BRO LIGHT TO - - SOIL TEST
T41ITHIN 6" OF FINISHED GRADE OTHERS WITHIN 12" DATE OF SOIL .TEST _ 10;117196 SOIL :-TEST DONE BY BRUCE G MURPHY , R.S.
3) ALL COMPO_VE_NTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
TIYTHSTANDLVG H 10 LOADING UNLESS' THEY ARE UNDER OR WITHIN WITNESSED BY: ED. BARRY L� Tr TT
10 FT. OF DRIVES 'OR PARKING AREAS. H-20 LOADING SHALL BE � DESIGN C A L�11 V LA TION
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. P # 8792
4) ANY MASO_\TARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . 4
BE IIIORTERED I1V PLACE. INSTALL THREE (3) ACME GARBAGE DISPOSAL . . . . . . . NO
5) NO DETER-IIIVATION HAS BEEN MADE AS TO COMPLIANCE WITH 500 GALLON LEACHING TOTAL ESTIMATED FLOW
DEEDED OR ZOIVIIVG REGULATIONS. O W1VER/APPLICANT IS TO CHAILIBERS WITH FOUR FEET ( 44 D _GAL/BR./DAY x _4-_ BR.) 440 GAL/DA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. STONE SIDES AND ENDS ,
1XLC�UI1KEh Sf'1'IC LANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
SPACED 01VE FOOT APART. '
�., �, 12.5' BY A. SOIL CLASSIFICATION . 1
IS TO CALL DIG- SAFE AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN,
PRIOR TO COMMENCING WORK ON SITE,
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GAL/DAY/S,F,
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. � LEACHING CAPACITY (AREA X RATE) 465 GAL/DAY
8) PARCEL IS I_N FLOOD ZONE __"C"_ . RESERVE LEACHING CAPACITY . , 465 GAL/DAY
9) LOT IS SHO AN ON ASSESSORS MAP -_79 AS PARCEL _ 5z (35.5 X 12 5 X . 74)4-(35.5f 35.S f 12 5f 12 5 X . 74 X 2)
- .SHEET 2 OF 2 _ JOB NUMBER-_ 51070C
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