HomeMy WebLinkAbout0038 BLUEBERRY LANE - Health 38 BLUEBERRY LANE, MARSTONS MILLS
A=102-121 LOT 106
5
m TOWN ON BARNSTABLE
BUILDING PERMIT
{PARCEL ID 102 121 GEOBASE ID 5017
" ADDRESS 38 BLUEBERRY LANE PHONE
MARSTONS MILLS ZIP -
`LOT 106 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT CO
PERMIT 38320 DESCRIPTION SINGLE FAMILY HOME SEPTIC NO.99-195
PEP.MIT TYPE BUILD TITLE NEW RESIDENTIAL BL,DG PMT
- CONTRACTORS: PROPERTY OWNER Department of Health, Safety
ARCHITECTS: and Environmental Services
�JTOTAL FEES $201.50
BOND $.00
!. CONSTRUCTION COSTS $65,000.00
f
101 SINGLE FAM HOME DETACHED 1 PRIVATE P.W.
STABLE. +
MAM
>t639.
FD N1�Q
BUILD N� VISION
BY
DATE ISSUED 05/10/1999 EXPIRATION DATE �~
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN-
CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH-
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS.
4.FINAL INSPECTION BEFORE OCCUPANCY.
i
e ® ® e O
e
BUIL NG INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS E CTRICAL INSPECTION APP.RQVALS
1.ILI
.a1191
2 iti l 4 j�( 4 `� 2 ',gip 1 `�> 2 oo `' s
3t%J Q 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT
(LG 2 j y0�„���;� ``��Y , BOARD OF HEALTH
--8.-- zc �o
_�o( �
OT R: SITE PLAN REVIEW APPROVAL
\ � r
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
1 I SC- 4WN OF BARNSTABLE
LOCATION U ClF 89JYV 4 SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. Ast f/, ,g -2 ey i' 7
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) _ /UGC 1 �cl�Stl O" (size)
NO.OF BEDROOMS
BUILDER OR O �It t
PERMITDATE: 17 COMPLIANCE DATE: °'{I
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
Q
� 7 y
1� �-gyp d � �,�
SYWN OF BARNNSTABLE
LOCATIONC SEWAGE # `-
VILLAGE ASSESSOR'S MAP & LOT "* � '
INSTALLER'S NAME&PHONE NO. 7 fo`7�7
`SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) _r'10660l'F1s3v" (size) /Q,X �
NO.OF BEDROOMS
BUILDEROROWNFEV
PERMITDATE: . COMPLIANCE DATE: "1
4 � r It t ►
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
`_/�" � DOD
!� ®_
No. /
�9 •��d G./ 1 Fee/�e
`
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes U
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
Zipprtcatfon for �Dtgpozal *pztem Congtruction Permit p,
A
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components
Location Address or Lo �Q /U ��2Q1� L tJ Owner's Name,Address and Tel.No.
Assessor's Map/Parce i / 2 11 -1 ILLS M/�A2 G6� �A tJ l EL Q Q21�'!i
/Q z /21
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
2oN lS &<,cA vA •r/o--,J w/c.t./AM L,c9eAMA1J
Type of Building: (Al?welling No.of Bedrooms Lot Size/d, sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow l/d gallons per day. Calculated daily flow ¢Z* allons.
Plan Date 471a (o Number of sheets 2 Revision Date /6 9
Title i C 9 1 G,
Size of Septic Tank / O O Type of S.A.S.
Description of Soil S Pam_ !P IeL.
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 iss ed by t ' B d oi4lealth.
Signed t Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. " 25 Date Issued
No.
Fee/—t `
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
_ Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
2pprication for ;Di_qpogal *p!5tem Conotruction Permit k
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot s. fit' r / �,N Owner's Name,Address and Tel.No.
p 1 MBA -Tpv�t 4)I LS /�/JA2�S� 1 I>�NiEL Q 'Q2/ FtQ
Assessor's Ma /Pa¢ce,' T
/6 z /ZI 7
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
�ON �S C><-CAVA -T/e, 11 k11c-L- AM 1-1,96-le 'IAtJ
�Type of Building:
Dwelling No.of Bedrooms Lot Size a 206 sq.ft. Garbage Grinder(✓"�
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 116 gallons per day. Calculated daily flow 3¢Z- gallons.
Plan, Date 411 9 61 Number of sheets L^'- Revision Date -I' /6 9 9
Title Se,2 1-
- Size of Septic Tank / SO CJ Type of S.A.S.
Description of Soil
Nature of Repairs or Alt rations(Answer when applicable) '
s
Date last inspected: "
Agreement:
The undersigned agrees to ensure tine 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 issued by tT�' B 1 d 0;41ealth.
Signed i Date
Application Approved by l Date / -41; �
Application Disapproved for the following reasons
Permit No. Date Issued
---------------------------------------
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 �-� has been constructed in accordance I
with the provisions of Title 5 and the for Disposal System Construction Permit No. AA . dated_ /- /�-
Installer Designer /
The issuance ��t
h' e s a not be construed as a guarantee that the system '11 fung�t}'on as des�i ned!�
Date ( Inspector
l f - � l
No. �Jr`I --------------------------f�� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -'BARNSTABLE, MASSACHUSETTS
;i6po.5ai *pgtem Construction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at //1�
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 ermit.
r Date H ! Approved by
<0 TOWN OF BARNSTABLE G
LOCA �� CJF SEWAGE #
VILLAGE /17� �d� �/'/ ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. � 'S' .�',rf' f4
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) �IO(.U�1� Fvs�dr (size)
NO.OF BEDROOMS
BUILDER OR OWNEd "✓ Y
PERMITDATE: COMPLIANCE DATE: �gtw
t
Separation Distance Between the: '
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by
TOWN OF BARNSTABLE
�0*TH E Taw
,• 6�Q w��� OFFICE OF
DAH39TdDL : BOARD OF HEALTH
MASS. p� .
'o 039. �� 367 MAIN STREET
�0MAI HYANNIS, MASS.02601
July 17, 1996
Mr. Jeffrey Stathotoules
99 Rasberry Lane
Marstons Mills, MA 02648
RE: 106 Blueberry Lane, Marstons Mills
Dear Mr. Stathotoules:
Your disposal works construction permit application number 96-154 filed at the Public
Health Division office on April 23, 1996, is hereby revoked due to the following:
The submitted engineered plan shows a soil absorption system proposed to be
located only 50 feet from a wetland. The Town of Barnstable Board of Health
Regulation Part VIII, Section 1.00 requires a minimum separation distance of 100
feet between a septic system and a wetland.
A new disposal works construction permit will be issued to you after engineered plans are
submitted to the Board of Health Office which comply with all the Town of Barnstable
Board of Health Regulations and State Environmental Code, Title 5 provisions.
If you should have any questions, you may telephone Health Inspector Edward Barry at
790-6265.
Sincerely yours, 1
Thomas McKean, RS, CHO
Agent of the Board of Health
cc: William Lieberman
Edward Barry
Robert Gatewood
L
No. FEE
THE COMMONWEALTH OF MASSACHUSETTS
MASSACHUSETTS
Iiration for Bispozal Sgstexa (gunstrurtiun jJermit
Application is hereby made for a Permit to Construct M or Repair( )an On-site Sewage Disposal System at:
Lo n Address or Lot No. Owner's Name,Address and Tel.No.
7 G
Installer's Name,Address,and Tel.No. Designer's Name;Address and Tel.No.
wu_�tAM LI£B�2M AN
Type of Building:
Dwelling No. of Bedrooms .,? Garbage Grinder(tit)
Other Type of Building No. per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow (\O gallons per day. Calculated daily flow 332 gallons.
Plan Date Number of sheets Revision Date
Title
Description of Soil d '3 C" L QA A AN t7 Su a 5o t L_
I
i
Nature of Repairs or Alterations(Answer when applicable)
I
Date last inspected: �
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal
system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in oneration until:a
HILLS J. � �
RAINTIATER CATCHALEAT
\ \ AREA
LOCUS xZ ! I \ jVA i�.
OF
MAID
68-
LOT 105
LOT 114
70-
7 r
74
'Ttr
106
0
10.200 S F In
.�
-•.A,E-1 -Chrill-4 R.K
OP OF 4-5',�V
LOT 2J.;
0,
6
ti ZZI
ol. 01
V6 7 00"00 too. 00,
LOT 112
MARS719NS MILLS \ \\
RAINWATER CATCHMENT
\ AREA
mod:
lava ' 4' I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE
I \ -- — IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL
LOCH T
of — -WA ER STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN
AND $ � \ � f Tfffv-CqVM0N#E4Lq OF MASSACHUSETTS.
LOT 105
PA UL A. MERITHEW, P.L S. D� A!1'E
LOT 114
N87 00'00"W 10�0'
LOCUS MAP --i- — '� ' APLEA714 L 10,l00 SF 1
U.POLE
HAY BA LES;
I W -� \ EDGE WORK LIMIT
{
W O g4P l32p O,
O
32.3' a : c _: LOT 113
C.BASIN ' o° 24.0' O;
- - PLAN. 13
ti
.. �;.,5..
•
PROP.OSED�. o
1 BEDROOM' N
BENCHMARK . - I I esp RES.
N'ZON'E. RF
HOUSE - p
TOP OF C.BASIN ASSESSORS MAP 1021121 I
ELE'V-80.0' (ASSUMED) rNo o• O c j
�j .t _ FLOOD ZONE- "C"
o� I SLAB PO R
. 0 100 %WATE - - SITE' AND SEPTIC PLAN
Of
G-ED -E
84P�P. O PROJECT 'COCA TIOIV
0
X.Ol _ :::: -: LOT 106 BLUEBERRY LANE
�i PT I RESERVE O: .O ....... O
®
MARSTONS MILLS, MA.
I�� I —
i I GRA VEL —
(�.� DRIVE _ J 28,0' lao•
^y o APPLICANT.•
_ � o
N87 0000"W 100 _ MARGO & DANIEL O'BRIEN
00'
IRON PIKE
NOTE DO NOT PAVE OVER
RESERVE AREA - USE STONE — — _ _ �— — — LOT 112 YANKEE SURVEY CONSUL TAN TS
.�/ P.O. BOX 265
UNIT 5, 408 INDUSTRY ROAD
LOT 107 90 ¢(lL�f MARSTONS MILLS, MA. 02648
PH.(508)428-0055 — FAX(508)420-5553
n �A�SH OF M S
GRAPHIC SCALE
ti r Z WILLIAM �, SCALE.• 1"-20'
20 0 to
IDA TE.-. 4 18 96
20 +o so ERMA
_. LNu. 231
2�
rr . 41 F" -
t �STE� w�� REV- 8/5/95 LREV:
4/16/99 _
9J
HSE
IN FEET ) `JOB:`ND = 50925Z - 1 2
1 inch
= zo et" _ - =SHEET _OF wrt, ..v
--
EL. =86.00f
TOP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC.
PITCH 1/8 PER FT. 2"LA YER OF
. EL= 85.0' EL-- 64.5' EL-- 86.0' 1/B"1/2"
EL= 85.5' CONCRETE COVER EL-- 86.0' WASHED S719NE
EL-- 84.0'
RISER Et-- 84.9'
4" SCHEDULE 40 PVC PIPE
PITCH 1/4" PER FT CLEAN SAND 36"MAX
FLOW LINE RISE
LONGEST RUN EL,=83_
RUN OF 15' 10" lz'
INVERT 1MIN 19" RUN OF 4' �2 0, °° O o o ° ° c
EL.= 84.12_ - INVERT LEVEL ° o o O o ° ° o 0
INVERT EL.=83.57' INVERT I INVERT o o �' ° o O O c o ° L.=81.5
EL.=83.82' EL.= 8_2_87 EL.= 82.62 ° 0 0 0 ° ° 0 0 0 0 °
0
DISTRIBUTION INVERT o o ° o 0 o o ° ° ° o o°o 0 0
(70 BE PLACED ON FIRV BASE) 8" STONE BOX EL•=82 5 ° ° o 0 o 0 ° o ° 0 ° o°o 00 ° ° ° EL.=80.5'
OR MECHANICALLY COMPACTED
F FLOW DIFFUSORS 4' ALL AROUND
1500 _GALLONS AND 2 BELOW INVERT
E SL'PTII� 1 ANK / BE CATER TESTED
MORE THAN ONE OU7ZET 12'
5.
�, • - PLACE ON 8" S7VNE OR
MECHANICALLY COMPAC7E'D 3.4" TO 1-1 2 �.J SOIL
ABSORPTION' ?.-
PROFILE _
. Q F . � HE'D s7b E SYSTE'M (SAS
SEWAGE- DISPOSAL SYSTEM BOTTOM OF TEST HOLE°ELEV. =_75.5-
NOT TO SCALE
���++*�*� OBSERVATION HOLE 1 ENV._ 865. OBSERVATION HOLE 2 EEEV.= 86.42 .._. ;-
PERCOLATION RATE 2__ MIN. B07719M OF HOLE ELEV=75 5' PERCOLATION RATE _2_ MIN. BOTTO! OF-
HOLE ELEY—T5.4'
-s ELEV. DEPTH TEXTURE_ ELEV. DEPTH TEXTURE _
104'-101' 0-36" LOAM & SUBSOIL - 104'-101' 0-36"E _. LOAM & SUBSOIL
-92' 36 -132" MED. SAND - 1:01'-92' 38" 132" MED. COARSE 5 N „=
_ - r
GENERAL NOTES - No WATER ENC NO WATER ENC.
a�
I) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _ BARNSTABLE __ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE. 10118182 SOIL TEST DONE BY LOW & WHEELER INC.
3) ALL COMPONENTS OF THE' SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF. SOIL TEST
WITNESSED BY: ✓OHN JACOBI DESIGN CAL
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER L, ULA TIONS.
DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE NUMBER OF BEDROOMS . . . . . . . . 1
USED UNDER DRIVES OR PARKING AREAS. CLASS 1 SOIL - ABSORBTION GARBAGE DISPOSAL . . . . . . . . NO
4) ANY dASONARY UNITS USED TO BRING COVERS TO GRADE SHALL RATE 0. 74/CAL/SF/DAY TOTAL ESTIMATED FLOW
BE MORTERED IN PLACE. WATER TABLE EL 40-* NGVD ( _110 _GAL:/BR/DAY'x __3_ BR)' 330 GALjDAY
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM OF SAL 72t _ REQUIRED. SEPTIC TANK CAPACITY 150o GAL
DEEDED OR ZONING REG ULA TIONS. 0 WNER/APPLICANT IS TO �y7� 32f BELOW SOIL CLASSIFICA TIO1V . 1
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. S.A.S. DESIGN PERCOLATION RATE . . . . < 5 ; MIN./IN.
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR EFFLUENT LOADING RATE . . . . . . . 74 GALIDA Y/S.F.
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST.72 HOURS BOTTOM 26 X- 12 X-. 74 230 G/D
PRIOR TO COMMENCING :WORK ON SITE. SIDES. : (26 _ f 12 X 2-X 2X . 74) _ 112 CID
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS' AS WELL AS _ - PROVIDED.: FLOW. _ = 342 CID
SITE CONDITIONS PRIOR' TO COMMENCING WORK ON SITE.'_-- -`� " REQUIRED FLOW 330 G D-
PARCEL LS IN FLOOD ZONE-- C' 342
ON ASSESSORS MAP 102 -AS` R '-
PACEL 12 SERVE
9 LOT IS SHOWN. _ - 1- - -.
_ � -JOB NUMBER
T.. r . - .s:, a, -.::: :. .. 1`r.*F`!r - -- ✓�?ti yv+..tF. Fr r:�y. r, ,+\'- T13. .'J..J._ i3r '^tti ... - '
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