HomeMy WebLinkAbout0199 ROUTE 149 - Health 199 Route 149
Marstons Mills
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No. '' `y Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
Zipprication for )Di!9po.5al *potem Construction Permit
Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. IETU- 141 Owner's Name,Address and Tel.No.
-,bt 199 r1,1-a S T-o aS AHim/L 1�70,0 W 03 Ae*O`f 7n'IJ'
Assessor'sMap/Parcel '78,-�� 'L S Pv /lo a7- 4— �w_ is
Installer's Name,Address,and Tel.No. +rT TpT�' Designer's Name,/Address and Tepl�. o. /V ® 88��
v•.--r°rc / `�a,�L['.?S'S��`����\�`�CC`�lC`r� � .�s Y�.�, � /V ���.
Type of Building:
e to No.of Bedrooms 3 Lot Size �o� �sq.ft. Garbage Grinder(AID)
t er Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures ,yam
Design Flow 3 3® gallons per day. Calculated daily flow "T "�3 �O MOV119"gallons.
Plan Date — (.-- 911:7 Number of sheets 3 Revision Date
Title PL07: PzA7-) OALOPOSeD )YOU5e ._ stia •ru✓t-FG&7-Sa-L A<.a DIVOSAL
Size of Septic Tank /SO Q to A-(.S . Type of S.A.S. C3) 5?04 G A•L CMA74 Q wL S
Description of Soil 4 L• Ste® L41Fl ja-�r . 9 Z4 " A L. SAPJD 1,./ Al 5
-4— 4 Z11 Cl � -4 Z — 121a" C Z r_1 S/NvQ
Y-4 AA✓is, L
Nature of Repairs or Alterations(Answer when applicable) /✓&W C O.,J S7-A y C7'/®AJ
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 th stem in operation until a Certifi-
cate of Compliance has been i ed by this Board of Hea . a ^
Signed 9 Date JAJ
Application Approved by Date
Application Disapproved for the following reasons
Permit No. c� Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(tCertificate of QCompliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( )
Abandoned( )b rof �
at has been constructed in accorda ce
with the provisions of Title 5 and the for Disposal System Construction Permit No. - ated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
No. Fee �2
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
2pprication for Mizpaal *pgtem Construction Permit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) �mplete System ❑Individual Components
_ Location Address or Lot No. 4 9 Owner's Name,Address and Tel.No.
,a-n s T-o�►S !fir►/L 7t►J /}.o M�S Zo9 L7Y M�.f
Assessor's Map arcel '7a_ �.fl M I L L S v n O 2 Z /wA)is
.r (� D
Installer's Name,Address,and Tel.No. 54"C,� �� Designer's Name,Address and Tel.No.
&AYZ (--eft ��24\&CqL�c. !3 S S AS S J G A1
Type of Building: ?,�-4.4�cj
No.of Bedrooms _ Lot Size SS3sq.ft. Garbage Grinder(IJd)
er Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow � � gallons per day. Calculated daily flow +4 3 . 6 610049D gallons.
Plan Date �_ L— 9�_Number of sheets Revision Date
Title p a-T J9L OkoPos�fl NovsF �- svl3 tun �,ac�— S Rc.� I�isPes�1L SYS.
Size of Septic Tank /S[)Q r^-L S Type of S.A.S. C. 1 _OD 4 r+L CA47,arm #P4 S
Description of Soil (a 41A L s'..WD W/'F/n/407 t 9 Z 4 a L. _ A;46 L✓&JAI s
2 2 tf C A�a/a , (aria tJ t-�/ T_4 Z /2 0" C Z r,— S/kwQ�
f G2A✓:5 J
Nature of Repairs or Alterations(Answer when applicable) S7-0 00T 10
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 s stem in operation until a Certifi-
cate of Compliance has been i ed by this Board of Hea
Signed Date
Application Approved by Date ''4F 44,jFfiF
Application Disapproved for-the-following reasons
r-
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( )
r Abandoned( )by
has been constructed in accordance
with the provisions ofTitle 5 and the for Disposal System Construction Permit No. dated �'" iA '`
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
. - ------------------ f——————
No. -, ----
1 'Fee fs
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
mizpo5ar *pgtem Construction Permit \
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at ,fig"�� �.✓ /� r
and as described in the above Application for Disposal System Construction Permit: The applicant recognizes his/her duty to
compl&with Title 5 and the following local provisions or special conditions.
\ Provided: Construction must be completed within three years of the date of this permit.
Date: Approved by 7�-� 'J`��aAl` t, ,
1 t.
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appear in red ink then
nsvuAtl 5u1H4iE5=—► this set of plans have
been illegally copied in
violation of U.S.copyright
wa,.consl.ituting criminal
\ theft. 508.428.6191
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copyn9m C 1997
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COPYRIGHT NOTICE COI MIGHT NOTICE 1z•2 2 ]'e s 4• ! u 4
If this stamp does not If t ds stamp does not 40
appear in red ink then app ar in red ink then
this set of plans have thi set of plans have O
1 been illegally copied in bee :ill
egally copied in
violation of U.S.copyright viola) �n of U.S.copyright ""' su)y.JIOM 5° y p N FAML00AI `
laws,constituting criminal laws, onstituting eriminol A. Public Health Division
theft. theft. 0
Town of Barnstable
•_---- _'Y<IMSNeif --.- d' ; PO Box534 Massachusetts 026
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1 Phone(508)790-6265
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FIRST FLOON PLNN ...
34 0
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' BSS
GRAPHIC SCALE D E s i G N
so 0 30 80 120 240
LAND SURVEYING
IN
CIVIL ENGINEERING
1 inch = 60 fi~ LANDSCAPE ARCHITECTURE
BSS Design. Incorporated
164 Katharine Lee Bates Rd
Falmouth Massachusetts 02540
_ - � \ • _ 508.540.6805 FAX 508.548.8313
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52 49 3� I ASSESS 8MMr
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S - DEED 8K 460 PO 40 .10 ��
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\ \ n/r A11 a t 2 $1$~ d n1T& DEN ASP y5.0 DE N Q
DEED SIC PO a3 ' S
N \ ASSESS LOT 17 SEE SITE PLAN Q. w W
S •06' " SHEET 2 OF 3 0
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> N \ .ya' E S 2 8'18' E DEED eK 3024 PC as 1" = 20' I < O
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rn �Sp,9 S 6'S3�$y�0 �- 28 LOT 1 ' r; Q Q Z0 (/)
$6`L 66•`L �� ro.28' �/Z� Oa'• /�/J ID
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co p u 9 ��6 gyp. E �''- 3 9�• �o��s�, assess LOT n J Z
0 LA55�a,aLd �UK 3°P� stole
LOT L e 1"=60'
y HOUS SF
PROpOS 0 � y U� O o�� Q 26' dote
u, w LOT 2 E `° ,� A AUG. 6, 1999
a G "/rASSESS wA22 `'� 19.134 SF 2 LOT-3 _ c� Op �O
a DEED/K 2239 8K°2773'° >t�. S --
20,071 SF ti ti OS sy '9?• drown
�. °o• �035 _ �SF� . sus. LMP
w _ `�922 A checked n
118.00' EASEMENT 0
2"
job number
a N 26 59 1 W • "OT 24-1 98070
Z c o LOT 23 ASSESS LOT 24-9 DEED Ii(Y480'PC 138 title
, "/1 NWJOSWNP.FELLows HAYM KEY MAP
_ - DEED ac x4 \ s t 1 OF 3
drawing number
' P5-51
a
. . NOTES: BSS
GRAPHIC : SCALE 1. LOT No. 4 ROUTE 149 DES 1 G N
20 0 10 20 4o ao 2. ASSESSORS No.. 78-18 (to become Lot 4)
3. ZONING DISTRICT: VB-A
4. FLOOD ZONE: ZONE C
�,.�� LAND SURVEYING
1 inch = 20 !t~ 5. SPOT GRADE ELEVATIONS ARE BASED ON LANDSCAPE ARCHITECTURE
AN ASSIGNED ELEVATION, BENCHMARK;
TOP OF CONCRETE BOUND, ELEVATION 70.1
LOT 17 O• ENCHMARK: TOP OF CONCRETE BOUND, EL 70.1
GG BSS Design. Incorporated
164
y Falmouth Massachusetts 02540
LEGEND: — 508:540.88 5nFAlF Lee Bates Rd
508 54811313
OO 'sr9, CONCRETE BOUND / x 69.5 PROPOSED SPOT GRADE
W/DRILL HOLE x 68.60 EXISTING SPOT GRADE
1A�
�61� FOUND LOT 16 PROPERTY LINE V)
CB■ CONCRETE BOUND D
Tp 0`9Sr0, � TEST PIT = V)� 2 � A� 40. * I / I OHw EXIST. OVERHEAD WIRES �-
x 69.35 �j, �s V Ld
ASSESS LOT 11 � G EXIST. GAS SERVICE W } V)
n/f I USAN H. DE w EXIST. WATER MAIN V) N =
G ACE moo, EXIST. UTILITY. POLE 0 a U
LOT q- DEO 8K 3805 P 60 / — ACCESS EASEMENT �- No N
LOT 3 �� x 68.69 ' � 0 D_
I //11 N
Cr ^N�• x 68.60 I I L.L W w
^� 26 3 SF I 55 \ Q
U)
_ V � _
N = W J
CD x 69.50 W J
?p0
06.. Q U Z D
rn. h 69s I �`S2 \ - L LEACHING J' t` 0 (� .
r �0 4� a. I 6 a THREE 500 G� - � Z
OF
8 } �C1' OFF 67.29 1 F CHAMBERS W A�STnWE �,y�� v�i ~ O
cv / \ALL-AROUND EMEEN �. ,tEFFR>:Y. m -J I—
N 69.80 Aci VP ,off .. 1 �, BOT. AREA 10. 'X 37.5' � �bwlN � N � — d"
cv �N QO O 1 — / ,•..:. .,,. \ \ VIL O W Q f— Q
O 500 g0.
O
� F �1f � Z �
6 z
cn �F/i h' F .4:.
O F PAC TANK J
69.63 `rF
•S o'
CD scale
�'., 1 ,S \ 1 =20
69s X / ,� ' x / A92, dote
x s .eo .y J AUGUST 6, 1999
'QF4.
z 'Ql2e� / drown
Q
Cl-a rn Q�Q 6� s ' :�,: y2 'QF-9. _ - µ LMP
N C,r Vr �O - �,oB :: / / / checked
-! 1. DIA. Cps / / ,V/
rn N COMMON DRIVEWAY N / job number
98070
in
389.48 title
LO
ASSESSA Z LOT 24-2 / ..SITE OF P3 AN
C o 01
drawing number
P5-51
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PROFILE IS NOT TO SCALE BSS
FF ELEV. 71.50 SEE SITE PLAN FOR ACTUAL ORIENTATION INSTALL CONCRETE RISER AS
REQUIRED TO BRING COVERS
THIN 12 OF FINISH GRADE D E S I G N
3
68.5 67.5 66.6 FINISH GRADE 65.2 IN. 66.1 MAX, minimum 2% slope FINISH GRADE LAND SURVEYING
PVC PIPE NG
65.1 FIRST 2' SHALL LANDSCAPE VIL EARICHITECTURE
& FITTINGS 1/4 per f BE' SET LEVEL 3' max CLEAN BACKFILL
oot min. 3" " 62.27
11 6" 1/4 per ft. min, 1/4" per ft. min. 63.10 BSS Design, Incorporated
CONCRETE 64.19 iJ1 LIQUID LEVEL
FOUNDATION 63 97 t0' ts• 0 ,,: iFalmouth Massachusetts 02540
0. . :'4 2 - p stone
;,
63.6 °a�=; �;i;.;j O O- [=O t!r art} r!�y•=
• 184 Katharine Lee Bates Rd
- 4 CM O O �.•.��.1: 2 `" 508.540 8805 FAX 508.548 8313
t t eo
CELLAR FLOOR G.B. 63.72 63.47 wit#`�.�;•9,� o O o I= ��.:
ELEV. 63.0 60.27 •' f'
----3� �I� 4'-10" 3'-J WASHED STONE,
SEE NOTE 3.
CONNECT CHAMBERS TOGETHER w/4" SCH.40 PVC PIPE W
11' 10'6" 4' 16" 2'® 12'� (n :2
(1 04') LL.I
THREE 500 GALLON LEACHING CHAMBERS I--
'OOF SEPTIC TANK 0
DISTRIBUTION BOX SOIL ABSORPTION SYSTEM �
,IEtFR>rY USE 1,500 GALLON AASHTO - H10 3 HOLE AASHTO - H10 PRECAST LEACHING CHAMBER - H10 to
=
�o PRECAST SEPTIC TANK (DB3)
0 a cn-
DESIGN CRITERIA V) o W .
SUBSURFACE SEWAGE DISPOSAL SYSTEM N j
NOT TO SCALE NUMBER OF BEDROOMS 3 bedrooms
DESIGN FLOW 110 gpd/brm 0 Lij U`=
TOTAL DAILY FLOW 330 gpd
Q �`.
GENERAL NOTES CALCULATIONS TEST HOLE DATA W O
to = °'
LLJ vi
ra 1. All system components shall be installed in accordance SEPTIC TANK: PERC. RATE: <2 min./inch U J
with the State Environmental Code Title V: Minimum DESIGN FOR USE WITHOUT GARBAGE GRINDER TAKEN BY: L. Perry for BSS Design Z Q Z W J
Requirements for the Subsurface Disposal of Sanitary Barnstable Health Dept. Q ~
330 gal/day x 200% = 660 gal/day WITNESSED BY: Ed Barry, p: . � 0
Sewage, and any local rules which maybe applicable. p
1,500 gol TANK MINIMUM REQUIRED DATE.: July 22, 1999 J � � � � _
.. 2. The Barnstable Health Deportment & BSS Design Engineer o Z
p g g 1,500 gal �H10 SEPTIC TANK PROVIDED No, groundwater was encountered m � J p
must be notified when the system is installed, and prior - g D o
N to bockfilling for inspection. 0 �
0 3. The stone around the leaching chambers shall consist of washed SOIL LOGS Off. 0 W Q Q
Q stone ranging from 3/4 to 1-1/2 inches in size and be free SOIL ABSORPTION SYSTEM: Q", Q a = OJ
LO of iron, fines, and dust in place. The stone shall be covered TH#1 TH#2
with at least a 2 inch layer of washed stone ranging from 3-500 GALLON LEACHING CHAMBERS 65.2 0 65.0 0 scale
1/8 to 1/2 inch in size, and be free of iron, fines, and dust. END TO END, 3' APART, WITH CONNECTOR O/A L. SAND O/A L. SAND NOT TO SCALE
in place. PIPES BETWEEN & 3' STONE ALL-AROUND. 64.5 W/FINES 8" 64,2 10" dote
C_ 4. The grade above and adjacent to the leaching facility shall slope B L. SAND B L. SAND AUGUST 6, 1999
at least 2% to prevent accumulation of surface water, w/FINES
Q p LEACHING AREA PROVIDED: STATE TITLE V W/FINES " 63.3 21" drown
5. Sewer pipe sholl be 4 diameter schedule 40 PVC -or equal 63,2 24 C1 M. SAND
13- of 1/4 per foot (29�) slope min, SIDEWALL=(2(10.83 )+2(37.5 ))x2.0 x(0.74) C1 F. SAND &GRAVEL LMP
,i 6. Flow equalizers sholl be installed on the ends of all outlet = 143.1 gol/doy do GRAVEL 42" 6t 7 40- che,,ked
pipes inside the distribution box. BOTTOM AREA = 10.83� x 37.5' x (0.74) ' 6t.7 C2 F. SAND p b number
7. Contractor shall notify the Engineer if he/she encounters soil = 300.5 gol/doy c2 FINE 98070
conditions other than those shown on the soil log. SAND
z r. TOTAL LEACHING CAPACITY = 443.6 gal/doy & GRAVEL title
SSDS DETAILS
a 55.2 120" 55.0 120" 3 OF 3
cca drawing number
s P5-51
. Tr