HomeMy WebLinkAbout0173 WHITMAR ROAD - Health A 056 IT ug,�r AR'jeo C®TUIT
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� ,,,� 3 1 TOWN OF BARN STABL.i_; C. ' 0 p 9I�gi 0
LOCA11ON . lye,i( f1- l J s yn SEWAGE #
VILLAGE iU 7't�1 ASSESSOR 'S MAP & LOT Q d�h
INSTALLER'S NAME&PHONF,NO-414 64"?, S SEPTIC TANK CAPAC= _r �-
LEACHING FACILITY: (type) .�I% /� C11A--%LaL (size) f�V-•
NO.OF BEDROOMS
BUILDER OR OWNER
PERMTTDATE: -, _ COMPLIANCE`DATE: 3 G �, aw
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
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No. 96? � Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
� \ �ppiication for Moo d *pgtem �Conotruction Permit
pp catib" or a Permit to Construct( air( )Upgrade( )Abandon( ) Complete System ❑Individual Components
v
Location Address or Lot N_o6:��ja M� Owner's Name,Address and Tel.No. ! �
Assessor'sMap/Parcel �.'�D
Installer's Name,Address,and Tel.No. � �3 G_ Designer's Name,Address and Tel.No.
pry �o , a Il ke.Q
Type of Build' _
Dwelling No.of Bedrooms Lot Size S sq.ft. Garbage Grinder,)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title S j it 6g4ZhC_
Size of Septic Tank %S-4-0 Type of S.A.S.
Description of Soil t-G
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 issupd by this Board f He th.
Signed Date Z 130
Application Approved by Date1001.
Z-?f/•-
Application Disapproved for the following reasons
Permit No. Date Issued lL s3 9
No. / 6)— Fee / UV
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
J
pplitfation for.3h6pozat 6petem Cow5truction Permit
)f1pp'cattb 2ra Permit to Construct(pair( )Upgrade( )Abandon( ) omplete System ❑Individual Components
Owner's Name,Address and Tel No
Location Address oc Lot No. .
V'Assessor's Map%P rcel �'� chj Cd
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (a2a7 QQS�
ru
n� Type of Buildin :
Dwelli\ng No.of Bedrooms Lot Size ]?sq.ft. Garbage Grinder�/,j)
�-_- Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
tDesign Flow SS'Q gallons per day. Calculated daily flow S� gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank /JZd ___. Type of S.A.S.
Description of Soil s e e �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 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss by this Board f He th
ed . _
Signed Date I Z. 30 Ifal
Application Approved by Date Z TU-
Application Disapproved for the following reasons
Permit No. / Date Issued ZL -3 0"9 f
---------------------------------------
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 3 Z ( 4 d,4,cr-, few o� ^dam--- has been constructed in accordance
t with the provisions of Title 5 and the for Disposal System Construction Permit No. �' l/ dated /Z—3 0 -9
Installer W,4erA %Is Designer l44. n{'.4e Sur-UN COAsu i
The issua a of this permit shall not be construed as a guarantee that the system will function Is designed.
Date / Inspector
No. / / ' �// ----------------------------Fee / �U9"..�'
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
-Mi!6pozar f_ote' Conttructiou Permit
Permission is hereby granted to onstruct( Re air( )Upgrade( )Abandon( )
System located at 3 7 c ,
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
gbeccompleted within three years of the date of thi e t.
Date: 2 - U-/ / Approved by /��d
-----..- — ......-..
'I
f COVERED PORCiI nRF.AKFAST �
f n'JI
•
Stately Facade
The double wings, twin chim-
I KIrC11EN neys and center portico of this I I i---
FAMILY ROOM � I :
home work in concert to create a 1 '/
classic architectural statement.
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r ,
The two-story foyer is flanked by ,
the spacious dining room and - _ Y,, ��t• ', '�.�,Yk
formal living room,each contain-
ing its.own Fireplace.A large
family room with a full wall of
glass beckons the outside in
TWO-STORY ,
while it opens convenientlyFOYER 1 q DINING ROOM o „
on
to to
p LIVING ROOM � ,r-e••v'1- II „�.,s•+,• .. �. ... ._ ,
the sunlit kitchen and breakfast
room.The master suite fqatu.res a ���
_ l
tray ceiling and French doors `•...- ............ . .
that open onto a covered porch.
A grand master bath with all the
amenities,including garden tub -. -_ r _r
` ) -'
and_huge closet,completes the
master suite.Two other bed- ER• 'll�' �-" C _ _°�"'•__ ;
rooms share a bath while another 5 - - Ala
I} L
has its own private bath.The - i. _. .ASTER P �11 !3
fourth bedroom also features.a F
BEDROOM Na4
g g U 1 i �'e . j
sunny nook for sittin or reading.
I
rjrws� Y I: Tio;
•j< I MASTER PEDROOM I J ..JJ¢¢Plan 7 28 iu s. -1 1ek'cuxer I { -
Type:Two-story WIDTH 53' :
Style:Traditional DEPTH 46' j �,,,,
j First floor: 1,455 square feet 9 j
Second floor: 1,649 square feet .* �i '�
-.
Total:3,104 square feet �.[ roFnrex n¢�„wy
BEdgDOM Na.:
Bedrooms:4 ay/ �Sy �� }y$ D�t
�L�- PFOROOM
Bathrooms:3% aU/ 7,J�0
P1.,ce scheduler D :' ...... -
tJ. __
136 Spring 1992—Home Planner ORDER BLUEPRINTS TOLL FREE 1-II00-521-6797
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TOWN OF,,BAR.NSTABLE
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OCATION� W%�� '���-l �.� r SEWAGE #
a N VILLAG �. �' 7"tJ t c ASSESSQR'S MAP &LOT O S6 6 7h
INSTALLER'S NAME&PHONE N0
v SEPTIC TANK CAPACITY
' ;�i� / 5��' (size) 7
LEACHING FACILITY: (type) n �"
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE:_I'l -A0-5Lq COMPLIANCE DATE: U 9rcwxa
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 Feet
within 300 feet of leaching facility)
Furnished by
f
r
12:00 (D) Daniel Ojala, PLS, representing his client Pastor Israel Marcellino Da Silva,
Assembly of God Church, 941 Mary Dunn Road, Hyannis-Located within 3,000
feet of a sewer line, requests a variance to install a septic system.
12:10 (E) Gary Philbrick, representing Poor Fred, Inc. -The Clubhouse at Olde Barnstable
Fairgrounds - Requests permission to cook outdoors at 1460 Route 149,
Marstons Mills.
IV. Hearing Requested:
12:20 Herbert F. Lach, Jr. representing Muhammad S. Abrahani, 81 Camp Street, Hyannis-
Multiple violations of the State Sanitary Code, Article II, also lead hazards found.
V. Informal Discussion:
12:30 Victor Banevicius, 89 Gooseberry Lane, Marstons Mills, 0.24 acre lot, located within a
nitrogen sensitive area. Hearing requested to discuss what number of bedrooms may be
approved for his property.
VI. Disposal Works Construction Permits Totaling More Than Six Bedrooms:
12:40 Hamilton Realty Trust- Lot 18 Post Office Square, located off of Route 149, Marstons
Mills next to the Post Office. Six 3 bedroom dwellings plus one mixed use office/retail
and residential building on 2.6 acre lot.
VII. Subdivision:
12:50 Preliminary Open Space- Bayberry Building Company; Lawton Hills, West Barnstable.
VIII. Old Business/New Business:
1:00 A. Proposed deletion of Part VIII, SECTION 8:00 Regulation.
B. Proposed Revision or Deletion of Part VIII, SECTION 10.00 Regulation.
.y
C B
r (FND) EL=
97.47'
rz
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LOT 33 \
ASSESSORS LOT 6990
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' Y ' i' ' ,mEL= CUS
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�' 97 1 19739 U �LO
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- ,- LOCUS MAP
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/ -5 O
1 EL-
3.5Si 96.75
� +
BENCHMARK N..,I ' I 1 ' 1 =�SENT _ � a
ASSUMED EL=BB.3 - _ ASSE `
TAG BOLT . • T ,\�� ', ' SSORS MAP 56/LOT 70
HYDRANT I 30.0 611 �m �r PLAN REFERENCE 406/78
I �6.0 Is' `' FLOOD ZONE: C
BENCHMARK.•
719P OF CA7CH BASIN RES. ZONE: "RF" —
4,0 �i� �� ,� ELEV.= 94.6'(ASSUMEDJ GROUNDWATER
\ LOT i V.9J L,goD (FND) ' O ERLAY DISTRICT. AP
' � / i
i \\ 32 \; \ \ Lei iz il� ° p T of.op05 op�I , ,ems \\ \ zp ti
w \\ ASSESSORS' LOT 70 \. i ice'�1 pgB DREG �' °'
\ \ AREA=43557t SQ. FT. \ i ig 5/SOUS �,� \Ln
,�
\ \\ rTP s. N \ c.B SITE & SEPTIC
N \I \ \ \ PROJECT L OCA T/ON
00,
\ • \ �� ,23 — ,'' LOT 32 WHITMAR ROAD
c e N \\ / , m� \ •9; - _ , . - COTUIT,' MA.
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e� _ APPLICANT.-
o �, ED ED WARDS
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\ / YANK EE SURVEY CO R Y N
SUL TANTS
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P 31
P. O. BOX 265
SSESSORS\ '•� �: gA /' A LOT 71 _ UNIT 1, 408 INDUSTRY ROAD
' MARSTONS MILLS, MA. 02648
c 8 . \�/'' / / / 3' V� ,/ =- 4` �; PH.(508)428—0055 - FAX(508)420—5553
x i,Ur N �{ �s' ISCALE.• 1"=30' F 919197
►. " (FND) \ - �- .;.�sS REV.9128199 - .�IO/4/99 [g' v-'t'o1q1qqc 12/15/99
. + .
r708 NO. 51396E SHEET 1 OF 2
' REVISED.- 12128199
EL
' TOP OF FYl UNDATION "3 F
20' MIN.
10' MIN.
CONCRETE COVERS 4" SCHEDULE 40 P. V.C.
j MIN. PITCH 1/8 PER FT. 2"LA YER OF VENT
1/8'- 2"
4 CONCRETE COVER WASHED STONE
6" MAX � � . �;/ / / . � . EL=91.0
EL=89.5' 4" CAST IRON PIPE 12"
EL
(OR EQUAL MINIMUM
PITCH 1/4 PER FT., CLEAN S 1i N
AND
1O FLOW LINE EL =86. 75'
INVERT 110" 14" o000 O o 0 0 0
'EL.= 8g 0' M!N �2,p' ° o° 0 0 0 0 0 0 0 0 0 0 0
`` . k.r r r - . O G ° OO O--� r' J _
• INVERT50� :r=} °o 00 0 0 0 0 0 0 0 0 0 0 0 00° °
B FEE 6 SUM L
INVERT EL.=87_ INVERT INVERT • o ° o 0 0 0 0 0 0 0 0 ° o EL.—8
5' 5, °
----- ---
- � � ,�. EL. 87.00' : EL - 86. 7 _ 4•
4.25
6. 7877
- { (4) 500 GAL •LEACHING CHAMBERS
{.r.' (70 BE PLACED ON FIRM BASE) �' `(DB-9) DISTRIBUTION
MECHANICALLY COMPACTED OR 6" OF S717NE BOX EL 25'
GALLONS
" TO BE WATER TESTED
IF MORE THAN ONE OUTLET 12 e'.x 25' TRENCH;f1�RNATTON
SEPTIC TANK_
PLACE ON 6" STONE tq
_ PROFILE ., O F " SOIL ABSORPTION.
3/4" 70 1-1/2
SEWAGE DISPOSAL -- SYSTEM DOUBLE .WASHEv S7nNE SYSTEM (SAS
NOT TO SCALE BOTTOM 'OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV_ 75 0'
NO OBSERVED WA TER TABLE(12/28/99) ELEV=_ 75.o'____
i SOIL TEST SOIL TEST .
DATE OF SOIL TEST 12119185 SOIL TEST DONE Y -PATER SULLIVAN,, (BAXTER & NYE) DATE OF SOIL TEST 12128199 SOIL TEST DONE BY BRUCE MURPHY
WITNESSED BY: ✓AMCS CONLON EXCAVATOR AL FULLER WITNESSED BY. ✓ERftY DUNN/NC EXCAVATOR MICOMBER
P# 5059
- 9654
_ P�
_ OBSERVATION HOLE I ELEV.= 94_0" OBSERVATION HOLE 2 ELEV.= 86.'
_ PERCOLATION RATE �2_ MIN. E <2- M
• - - PERCOLATION RAT _ IN. •
DEPTH ORIZ TEXTURE COLOR OTT. OTHER DEPTH ORIZ TEXTURE COLOR OTT OTHER
O"-24" LOAM & SUBSOIL 0 -3" O ORGANIC
GENERAL NOTES 24"-126 COTUIT SAND PERC. 3"-6" A SANDY LOAM IDYR 5-
12"-36" B LOAMY SAND OYR 5-8
1) ALL WORKMANSHIP AND MATERIALS SHALL °CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF B.9RNS�E____ `RULES AND - " 36"-132" ° C MEDIUM SAND IOYR 7-
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO +
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" i
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF '
07THSTANDINC H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
-10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CALCULATIONS:
USED UNDER OR MTHIN 10 FT. OF DRIVES OR PARKING AREAS. _
_. 4) ANY MASONARY UNITS USED TO BRING COVERS 70 GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 5
BE MORTERED IN PLACE. GARBAGE DISPOSAL . NO
5) NO DETERMINATION HAS BEEN MADE AS 70 COMPLIANCE WITH TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS 7YJ ( 110__CAL/BR/DAY x 5___ BR) 550 CAL/DAY
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 15 5 CAL
'6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR INSTALL
IS TO CALL "DIG- SAFE" AT 1-800•-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . 1
PRIOR 7b COMMENCING WORK ON SITE. (4) 500 GAL LEACHING CHAMBERS DESICN PERCOLATION RATE . . . . . < 2 MIN./IN.
7). CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS WITH 4' STONE ALL AROUND EFFLUENT LOADING RATE . . . . . . _74 GALIDAY/S.F.
` SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 12.8' X 42' LEACHING CAPACITY (AREA X RATE) 560 GAL/DAY
•8) PARCEL IS IN FLOOD ZONE___ C RESERVE LEACHING CAPACITY . . . 560 GAL/DAY
`9).LOT IS SHOWN ON ASSESSORS MAP _3a`_ AS PARCEL _70___. (42 x 12.6 x.74)+(42f42+12.8f12.6 X.74 x 2)
SHEET 2 of 2 JOB NUMBER---551098 ------