HomeMy WebLinkAbout0074 CLIFTON LANE - Health 74 t
Clifton lane ,
Centerville - 1
A= 247— 006
No. 4210 1/3 ORA
(3 E� 4cloAga r
1000
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O O ® O
FROM :down cape engineering inc FAX NO. :15083629880 Dec. 03 2010 04:03PM P1
�,—RS
"a
Tho-gi.;as Y. Cb'cilur, Director
PMWABEE�
MAKHL
200'-Aqiu S1A7-?,-Pt,.HlYVM nis, AAL 0260A
Office: .50?;-?,62-�6/-4
Form
DaU,,- rinitg
Designer: �17 Wei
N
Oil was iSS110d R pe).Tnit Lo
(dait) (instai1q)
Septic ,-yiLem at. V bw;ed ode design drawn by
I certify that the sepdo system referenced above Nws installed si�.Sian-fiufly according -to
the de,,;i gn, cAjjjjC.b.lay includc, rw.110T appiovcd civiap,es such as lateral relocahon offfic
distribution boy,andjerr septic tT,11(.
I c,ejhfy that the septic system reforcueod above, wgs W.stallud with W.jo.i., chaugn (i.c.
greater than. 10' lateral re4ocatx)1 of L.he SAIS, ()T al-ly-VorticA.reto(;allou of any Corlipmalt
of the sc.p-tir. systern) but In accord.anon.with;State,& Local TItgalatiolas. Plan revisioll Of
cerdfitd as-built by designer to flollow,
DANIEL
Wh
(f.11stallf'.r's siej-lature) civil..
'tl ..
ION L
(Affix.3 esi gnei s imp Rcro)
PLEASE kV,-V(JT(N TO 3AANSTAIRU PUBLIC HEALTU J.)MBION'. UKRIWICIAT-T, U.11,
COIWAPLIANCLI 'W.U,L N(Y-1 Uh 'CS91[7-05 -(hqk-:.Fj OTH 'FH -, i?wcq Affl) A.S.-BUI'LT CARD A.ItF,
' Y H AIT.MDTVT ION. TLLANW.Ar�IU,
WX11TWED Sj',tBj,, .
Q: (ejtifjc&tjcn Forn!3-26-04-doc
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No. D Fee /0(�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
D PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
\ 01pplication for lM ogar �& otem Cou6tructfou 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Addle s r t N 1 C, -F�(,(� ► _c_, Owner's Name,Address,and Tel.No. �11`'}) 313 - R Q D
C� i� - (0-hr-m M c�le�-i-
Assessor's Map/Parcel `� Z y-1 ` 213�. 1.N n' (-+
Installer's Name,Address,and Tel.No. rj rj g- li77-D/c6 3 Designer's Nan Address an Tel.No. .5D2 36 2-y 5
�G Eyza\ja I )� + 13wdaLL rl �Se- ' rno LA4&pn c-1
Type of Building:
Dwelling No.of Bedrooms 2, Lot Size sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ,33 O gpd Design flow provided gpd
Plan Date I b 1 X7'%Q n Number of sheets I Revision Date
Title T 1 t-L-L5 :)If i��041
Size of Septic Tank Type of S.A.S.
Description of Soil
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 Certificate of
Compliance has been issued by this and of Health.
Sign d Date
Application Approved by Date
Application Disapproved by: 7 Date
for the following reasons
Permit No. Date Issued
No. /D Fee
(� THE COMMONWL LTH OF MASSACHUSETTS Entered in computer:
�I PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
R 1
III
application for Mi, ogal.6 otem Cou,5truction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade bandon pg A( ) ( ) ❑Complete System ❑Individual Components
LocationAddre s r of N r'tf ff 1 1 J `t Sy
� I �U('� {.��..� Owner's Name,Address,and Tel.No.
Assessor'sMap/Parcel ��,1G 21I TC1( {- I
3 Bo)( /\I
l:� 2 1 � 4 11 Siy-)C +
Installer's Name,Address,and Tel.No. �S b k • k C7 j � /�—: Designer's Name,Address and Tel.No.
�I G EX��vc4 I� 1 1 �QG,�n,11 (CLP.0 c i l tr F'e_( LJ 1_q
1 / 1 rll r1 1 (( r
Type of Building:
Dwelling No.of Bedrooms 2— Lot Size sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .3 gpd Design}flow provided gpd
Plan Date Number of sheets I Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
t
Nkture of Repairs or Alterations(Answerwhen applicable) ;
r t .
Date last inspected:
1.
Agreement: r/
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 Certificate of
Compliance has been issued by this Board of Health.
Sign•• ) c Date
Application Approved by Date �,
t — r.
Application Disapproved by: \Y Date
for the following reasonson
y
P
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 ( V/) Upgraded ( )
Abandoned( )by E-g- ( r I,j/t t f, n
at I ` 1 h-11'i G_ (et ) `I'I .t III h beep constructed 'n ordance
j with the provisions of Title 5 and the for Disposal System Construction Permit No. i dated
Installer 2Lj he f .1 (I �..( ¢& Designer U y%.i i1
'#bedrooms Approved design flow 3 3 U gpd
The issuance of this permit shall not be construed as a guarantee that the system will fu cyt'ons desig
Date H /o Inspector V h ne
---------- ----- -------------- ---- -- ———————
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC EALTH DIVISION — BARNSTABLE, MASSACHUSETTS
Mwigpogal &y5tem C�Con5truction 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 S and the following local provisions or special condition .
Provided: Construct on mus be completed within three years of the date oft 's e. .
Date Approved by
TOWN OF BARNSTABLE 7 7
LOCATION 19 Cl I-q 6 r-, Ljo SEWAGE# a 0/D - �
VILLAGE CcrOcr u-I lc. ASSESSOR'S MAP&PARCEL pq 7 -4
INSTALLER'S NAME&PHONE NO. � B EkgtocA e.. q'7.'?- 04 S3
SEPTIC TANK CAPACITY �/ DO
LEACHING FACILITY:(type) Snf';1-1 ra:Aor S L� (size) // x Z S
NO.OF BEDROOMS
OWNER
PERMIT DATE: /l - Z 9 - /O COMPLIANCE DATE: 2
1 ko
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S, 3 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 f��„� �pc E JL ,
i
Al _S �
AZ•�S ,
A3-3)
f33-3�t
Ay-49
Z'
REAR
j
SYSTEM PROFILE ALL �,YSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
(NOT TO SCALE) COMP 4RABLE MEANS FOR FUTURE LOCATION. APPROX. NGVD
PROVIDE MIN. 20" DIAM WATERTIGHT 1. DATUM IS n o
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO .pj
OP FOUND. EL. 19.8' WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING o�A
21.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE RECUIRE VER SYSTEM 21.2 3. MINIMUM PIPE PITCH TO BE 1�8" PER FOOT.
�\
a
PRECAST H-10 MIN. 8" DIAM. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
RISERS (TYP.) / UNITS TO BE AASHO H-� L cu T �o
2'0 4"OSCH40 PVC /r
PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. ,Q+ o
pr
*17.9' 10" 1500 GAL H-10 14" 17`f 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE G ~ G\\��oo a To eY
` 17.48 TEE SEPTIC TANK TEE 17.23' L WITH 310 CMR 15.000 (TITLE 5.)
16.96' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Croi ville Be, h
GAS BAFFLE °°o NOT TO BE USED FOR LOT LINE STAKING OR ANY
0.92' OTHER PURPOSE.
4' LIQ. LEVEL (ACME OR EQUAL) ' 17.17 17.0 16,04 _
' 6" MIN. SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. b a
J°O O O O O O•O'O 0 0 0 0 O•'O^O O O O O O O'L
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°°°°o°o°o�°°o°o°oo°°000°o,0000000°°°°°°°o°°° 12" MIN. INT. DIM.
�olo„o_r_ _�_�_o o ° o o o r_ _ _ _n_q.o o - H-20 HIGH CAPACITY CHAMB H UM ,4"x75")e,6" HIGH) -9. COMPONENTS NOT TO BE BACKFILLED OR
OVERALL DIMENSIONS TO OU ('{ F l+'JM '�' 11.3' CONCEALED WITHOUT INSPECTION BY BOARD OF Nantucket
2 6" CRUSHED STONE OR MECHANICAL �F # HEALTH AND PERMISSION OBTAINED FROM .BOARD
( % SLOPE) COMPACTION. (15.221 (21) (NO STONE'r <OPOaFD) 5.3' OF HEALTH. Sound
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
( 1 SLOPE) ( 1 % SLOPE) CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
FOUNDATION 21' SEPTIC TANK 6' D' BOX 6' LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP
FACILITY WORK.
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH 1 EL. 10.7' NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
SHALL
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 247 PARCEL 6
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED Alf,
AND REMOVED OR PUMPED AND FILLED WITH CLEAN r
VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE SAND.
LEGENDIMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR
V BY HEALTH INSPECTOR
I
99- EXISTING CONTOUR PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED
X 99, BY THE BOARD OF HEALTH REVISED DURING A PUBLIC SYSTEM DESIGN.
EXIST. SPOT ELEV. HEARING HELD ON AUG. 4, 2009
99 PROPOSED CONTOUR 2137
GARBAGE DISPOSER IS NOT ALLOWED
3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM 22, 21.54 EXISTING 2 BEDROOM DWELLING PER ASSESSOR'S
9g•4 PROPOSED SPOT EL. INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW]
GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE)
TH1 AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS x 21. DESIGN FLOW: Z- BEDROOMS ® 110 GPD = 330 GPD
TEST HOLE BE LOCATED MORE THAN SIX FEET BELOW GRADE. oo AN USE A 330 GPD DESIGN FLOW
N Gj "✓
21/. SLOPE OF GROUND N x 21.27 �F SEPTIC TANK: 330 GPD (2) = 660
x2 3 . �1. 8 19.84
UTILITY POLE .00 x USE A 1500 GAL. H-10 SEPTIC TANK
C�z r�
FIRE HYDRANT ✓� tt r1IJ 5 ° EXIST. LEACHING:
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1�' __ ._ DWELL.
-- 4.72. SF/LF x 6.25 LENGTH = 29.5 SF PER HIGH
X x
80 I_p "� 9 x 18-93 017.83 CAPACITY INFILTRATOR UNIT _
�l 330 GPD/0.74 GPD/SF = 445.9 SF LEACHING
TEST HOLE LOGS
'r TH 1 21T.24 REQ'D --------
PROP. VENT WITH CHARCOAL FILTER x 21.36 2
r'�r. �� ��\ / °'
AND BUGSCREEN (FINAL PLACEMENT B x 19\1 V SF/29.5 SF/UNIT = 15.1 UNITS
ENGINEER: ARNE H. OJALA. PE, SE CONTRACTOR WITH HOMEOWNER 17
CONSULTATION) x 4 19.7 9.30 THEREFORE, USE GRAVELLESS SYSTEM OF (16)
WITNESS:
DAVID W. STANTON, RS x 20.8 20.94 81 18 1 6.47
DATE: OCTOBER 26, 2010 EXISTING DWELL H-20 HIGH CAPACITY UNITS IN FIELD
19.25 TOP FVDN. =19.s' CONFIGURATION OF 4 ROWS OF 4 UNITS
8. GRAY.
PERC. RATE _ < 2 MIN/INCH 45DRV. i
BENCH MARK -CORNER OF 16 UNITS x 29.5 SF = 472 SF > 445.9 SF (OK)
CONC. BULKHEAD EL. = 19.7 m ^ �
I SOILS P 13106 0 18.36`-
CLASS # x 20. 5 o
5
� ao. 18.56
o „ .97
ELEV. 20.14 v 1 1,8567 69
0" 4 21.2' 0" Q 21.2' 18.64 x 1 . 3 �P2
x19
A A LOT 13A o° 7 x 14.71
SL SL x zo. 7,500 t SF 8.10 � // MA
1 OYR 4/2 1 OYR 4/2 DDXWELTi �a S 6/ 1/ 4.89 APPROVED DATE BOARD OF HEALTH
6„ 6» 2�23 x 17.8 / j
B B x �9.2 15.88// VollTITLE 5 SITE PLAN
LS LS - - � b /x'15.39 00 OF
1
27" 10YR 5/6 18.9' 27" 6 10YR 5/6 18.9, ���6 Z ���
x 7 5.67 G 74 CLIFTON LANE
CENTERVILLE
C Cam , 0 or-
PERC ``��'N of 1"S qOy / � DANIEL s9cy� PREPARED FOR
Mcs Mcs DAt�IELA. �� , �o
OJALA OJALA GRAHAM MALLET
"' " �'
CIVIL ':� No.40980a
OCTOBER 27, 2010
2.5Y 7/4 2.5Y 7/4 Of z7 �V-
�
`^ ���;pF-,yAss9 *. �1M pF Mgss off 508-362-4541
is AFT I fax 508-362-9880
DANIELA. yGsm boa DANIEL c�'�N downcope.com
o OJALA o A.
CIVIL OJALA c 00WO Cope ellgineefing, /IIC.
No.46502 No.40980
126" 10.7' 126" 10.7' - 0 ��° �EsS 0 civil engineers
Scale: 1"- 20' ONAL N q �Su�vE�o land surveyors
NO GROUNDWATER ENCOUNTERED 10 -] JO
939 Main Street ( Rte - 6A)
-235 0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT .MA 02675