HomeMy WebLinkAbout0044 CONTENT LANE - Health 44 CONTENT LANE
Cotuit
A = 040 034
TOWN OF BARNSTABLE
LOCATION LN L� SEWAGE#
VILLAGE® ASSESSOR'S MAP&PARCEL
_ INSTALLER'SMRPPA"
EE&PHONE NO.P -1 �/I I C ®di ®Y�
SEPTIC TA�NgK � i
LEACHING FACILITY:(typk2 Z aM L_ (size)
NO.OF BEDROOMS 3
OWNER O
PERMIT DATE: I —2 ® - I S' COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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
a
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
car o� kbast
L -2W4
g 2�32°2"
3- 33'z'�
s 4 -3-7'q
1
5 = 33/
c
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Tipplitatlon for Disposal 6pstem ConstCUrtlon VPrmit
9� Application for a Permit to Construct(A Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �, Cowes+ LM6 T'V °A #�1.NoP5-77b.,a. 3
Assessor's Map/Parcel I CO 1 U11 pev
Installer's Name,Address,and Tel.No. 6-6,g $3s- qfscy I Designer's Name,Address,and Tel.No. � 6) - NS 1
t27 0ev%%h%V� e."S+rvcitio&) 130tzej CwrP� N �i�1g
PO pp r02,4,.214
Type of Building:
Dwelling No.of Bedrooms Lot Size 2_7 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3Y5 gpd
Plan Date Number of sheets Revision Date 1�!(�J)
Title �" / _f
Size of Septic Tank / qQ j TA Type of S.A.S. e-11-)A AeT�,
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 Environment • Code and not to place the system in operation until a Certificate of
Compliance has been issued"this Board of Hea
Date
Application Approved by / Date
Application Disapproved by Date
for the following reasons
Permit No. '�' Date Issued
4 < 4 ll
1
5
4 }i
No.Y Feed `✓
_
,%' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer;i
Yes
PUBLIC HEALTH DIVISION -.TOWN OF,BARNSTABLE, MASSACHUSETTS
t 2pplication for Disposal .*pstrm Construction permit
` Application for a Permit to Construct(X Repair( ) Upgrade( ) Abandon( ) ElComplete System ElIndividual Components
Location Address or Lot No. CotoHM+ LAN is r r09W,,A0F'94e' r-�i.No.S09- 7X,- 2 01_�
Assessor's Map/Parcel= 1 LD+U'�-/
Installer's Name,Address,and Tel.No. & -833_ NF591 1 Designer's Name,Address,and Tel.No.506-369 ` NSy1
P4 'Q)011AquAr C"Sf(U6,0rj 1 �ou��J C1�Pi° F0J5 JWr/"')�
Pv b rP
Type of Building: `
3
Dwelling No.of Bedrooms Lot Size a�7 =Z sq.ft. Garbage Grinder( )
Other Type of Building ), -~ No.of-Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 9 gpd
z
Plan Date r Number of sheets Revision Date
0 c
Title /
Size of Septic Tank / �,q. ype of S.A.S. P(
� T� T
Description of Soil +a .
Nature of Repairs or Alterations(Answer when applicable)
S
1 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 Environmenta Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Hea j
igne . Date
Application Approved by 1 — / l Date
Application Disapproved by 0 Date
w. 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(x) Repaired( ) Upgraded( )
Abandoned( )by ;T RPy,1 AGU
at !qY Co )teA4 PAA1�7 ��y{ut / �} has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ted (� d
Installer 1-r- ,j I RAG as A- Designer
#bedrooms `� Approved design flow gpd
The issuance of this permit haj'1 not construed as a guarantee that the system will function as-designed.
Date / / Inspector /.)1
------------------------------------- ---------------------------------------- ------------------------------------------------------
No. / / Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Vspo8al *pstettt (Construction Permit
Permission is hereby granted to Construct()<) Repair( ) Upgrade( ) Abandon( )
System located at A_ Con2l - l.ogtoaiJ Cj,)41),4- M A
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
f .
Provided:Construction must be co m leted within three years of the date of this permit.
Date / � Approved by
V
FROM :down cape engineering inc FAX NO. :15083629880 Sep. 09 2015 01:11PM P1
09/09/2015 12:25 5688336359 RJEEVTLA(QUA �c � PAGE 01l02
Town of Barnstable
RgOntory Services
Th+r>r os F.Geider,Dkemr'
'. public Health Division
Tbamaa McKeanl,DiMtO r
200 MJdB Sfana 09 HY=da MA 02601
Fax; 508-790-6304
o iqp' S0t-862.b6A4
S&�%Bwsor�s pft reel
sewage Per>oait#2__��
-bawhr a Do MW Ce
r NV)4
KOZO
is gte�m at based on a esign drawl)by
Ps
ti4c
sY s refaMead above was installed bstantiatly according to
I cey the d►e
the desigm, which may include minor approved char ps such a$ Moral relocation of the
di&ibutiom box.w&or 5eplic tank. Strapoat (if regwred) was insgeaW and the soils
were fowld sefidwtog-
X cmtfy that the referenced above was installed "th major c�4 es (ie.
greater than10' relocaation of the SAS ar any vaxtical rel Lion of any component
of tha 190 bW iu a arch a with State&Local Re tions. Plan,revisiola or
owed u31 designer to follow. stripoi t(if ectel and the soils
�yK4.4 uF l� S�
E3ANfEl.
OJA
CIVIL
�No.465 20
f K OAF 4"0!S T
s9/pNAI
( x Designer s tamp
oTHTHANK
Ft
I
41�ad Ramn ;� ax i`ora►.aon .
T L)wV16LF6 T;:� _ o� �& J45Ll l
Town of Bamsia le
Departiment of Regulatory.Services
1i awMs, Public]leaxth Division Date
200 Main Street,Hyannis MA 02601
Date Scheduled �+ee�d ! U0.
ime _ ,
soil uitability Assessment for S �ii' ;a �
Performed$y:1)e ham,r e f 6oh?a I/
Witnessed Br.*�7 L /
r
LO C.A.MN&G•ENERA L I NFORA.T-ION-
Location Addrgs Cc.►.R� Owner's Name
t t.l Address
Assessor's Map/Parcel: Q / 3� Engineer's Namc-->tjv7 Q_
NEW CONSTRUCTION V 12EPAIIt Telephone#
Land Use Slopes(9bJ L Suzface Stones /yGn e
Distaneet from: Open Water Body 7lGG tt Possible Wet•Area> ft Drinking Water Well ft
Drainage Way ft Property Line /- ft Other ft
SR"TCH-'(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands�n proximity to holes)
tome 2-0'
tra0 �_ (9# 10/'V4I
soo
o
�0'0
Cr La►)(-
Parent material Gl a c%a 06 u�ush �{y-;y•-
(geologic) Depth to Bedrgelt _s ` 'J 4
Depth-to Groundwater: Standing Waterin/Hole:_ N�1� .- Weeping ti-om Pit.Fncn
Estimated Seasonal High Groundwater /
D ArflON FOR.SEASONAL BaG)$'41VA.TER TABLE
Method Used I✓
Depth Observed standing in obs.hole: ]ti, Depth to 5911 xnoWes: ln,
Dcp'th to weeping from side of obs.hole: In, aroundwaterAdjuetmenk fi.
- Ind=Wel!# RcadlugDate Index Well 1pyal_-;,,_•••_•._••, Adj.factor...•,_ Adj,Groundwnte Lawl-,••s,
k'ER COLA.TZON TEST Dake TI.ms
Observation
Hole# Tlma at 9" ._
Depth of Pare• ` Time At 6'
Start Pre-soak Tlma @ Time(9"-G')
End Presoak
Rats MinJlach L�l'h rl1/�J')l� .
Sits Suitability Assessment: Site Passed 9!M FhIIcd: AdditionaI Testing Needed( /N) /V
original: Public Health Division Observdtion Hole,DaW To Be Completed on B ack
***If percolation test is�to be conducted within 100' of Wetland,you Must Est notify the
Barnstable Consei}vationDivision at least one(1)week prior to beghwing.
Q:\SEFnC\PFRCFORM.DOC
HEEIr.OHSEMVATTON HOLE LOG Hoge#
Depth from Soil Harizon Soil Texture Soil Color Soil.. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Consl5tpnpy.°Ic'Craye])
3
3 -1 S l a 3
10 vR•�/�
2�-Iz0 C plc• �.�y �� •
DEED 0139EYZ1D'ATION HOLE LOG Hole#
Depth from Soil Horizon Soil Textum Soil Color Soil Other
Surface(m.) (USDA) (Mansell) Mottling (Structure,Stones,Bouldeis.
nsi enov.98 rave
3-12,
�2' 3 S
ID +�OBSMVATION HOLE LOG Hole#'.`
Depth*ord Soil Horizon Sall Texture Soil Color Soil Other*
Surface(In) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
C i rc o Gravoll
DF"OBSERVATION ROT LOG Hole#
Depth from Sail Hotlzon SoilTexturc Sall Color Sol] Other
Surface(in.) (TJSDA) (Munsoll) Mottling (Shucturn,Stotira',Boulders,
Ca si ton '
9
Flood Thsvxanm- atte Map:
Above 500 year flood boundary No Yes y __
Within 500 year boundary No "+ Yes -_
Within 100 year flood boundary
Depth of Natya'Hy Occurring Pervious Material
Does at least four feat of naturally occurring pervious aterial exist in all areas observed thrpughout tho
area proposed for the soil absorption systemrl 4
If no%what is the depth of ttatarally occurring pervious matdrlal7• _
Cei-fficatimi
I certify that on / / (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
'the required training,expertise and experience described in�10 MR 15.017.
Signature_ �—� v�`---�---- Datb
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ARCHITECTURAL
' DESIGN
LEGEND SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
(NOT To SCALE) � COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM. IS APPROX. NGVD t( Rd•
99- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN s" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 1nd�s
2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS AVAILABLE
X 99•1 EXIST. SPOT ELEV. EXISTING 3 BEDROOM DWELLING \ TOP FOUND. EL. 74.0' FILTER FABRIC OVER STONE o
73.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 73.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
DESIGN FLOW: 3 BEDROOMS @ 110 GPD 330 GPD Locus
-[99]- PROPOSED CONTOUR p�
=
BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS J�� �e
PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" Q
198.41 PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW RISERS (iYP.) PRECAST RISERS TO BE AASHO H-,M g de�c P
2'e 4"OSCH40 PVC MORTAR ALL to fU t
TH1 PIPES LEVEL 1ST 2' 4' COMPONENTS INVERT IN 69.17 4, 5. PIPE JOINTS TO BE MADE WATERTIGHT.(TY RoU 5`
TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 E ENDS SIDES SIDES 70.0'
\70.42' 10" 1500 GAL H-10 14" °°° °° co p� o
°o ° °°° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ��
2� SLOPE of GROUND USE A 1500 GAL. SEPTIC TANK 69.99' TEE SEPTIC TANK TEE °°° ° ®®® ®®®® mm'= ��® ,�o�a�o�o 310 CMR 15.000 (TITLE 5.)
9.74 6" MIN. SUMP °g° °°°` L ®®®®®®®®®® ®®®®�®®®®® o�
o�o�o�o�o�o� a o 0 0 0 0
GAS BAFFLE::• °00000�000? 12" MIN. INT. DIM. c�i °oO®®�®�0®®® ®®�0�®®�0®�
^-^ ®p p®®®®®®®®®® °°°o°°°0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
UTILITY POLE LEACHING: 69.44' 69.27' _ °B�o�o�0 67.17' BE USED FOR LOT LINE STAKING OR ANY OTHER ? ��
4' LIQ. LEVEL (ACME OR EQUAL) ."
FIRE HYDRANT SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD ? :'. •'_ ' •^i• FOR LEVEL D'BOX PURPOSE.
c�
°°Oo°o°o0000°o0o0oOo°o0o°0°0°0°0000o°0°000°0°o FOR LEVELNESS
°0°0°°0oo2no*°, 0,09,00,o,000ao0 0 10?0o�o0o�o�00000P LH-1O 5OO GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL c
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 25 X 12.83 (.74) = 237 GPD ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
TOTAL: 472 S.F. 349 GPD
COMPACTION. (15.221 [21) WITHOUT INSPECTION BY BOARD OF HEALTH AND I
(2.5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) to PERMISSION OBTAINED FROM BOARD OF HEALTH.
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
*THE INSTALLER SHALL VERIFY THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
WITH 4' STONE ALL AROUND 17' LEACHING
LOCATIONS OF ALL UTILITIES AND ALL FOUNDATION- SEPTIC TANK 30 D' BOX 12' s1.o' BOTTOM TH-1 DIGSAFE (1-888-344-7233) AND VERIFYING THE
BUILDING SEWER OUTLETS AND FACILITY NO GROUNDWATER FOUND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP
ELEVATIONS PRIOR TO INSTALLING ANY PRIOR TO COMMENCEMENT OF WORK.
PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY. ASSESSORS MAP 40 PARCEL 34
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO543J
DATED 7/16/2014
ZONING SUMMARY
TEST HOLE LOGS
ZONING DISTRICT: RF DISTRICT
ENGINEER: AH OJALA, PE MIN. LOT SIZE 87.120 S.F.
MIN. LOT FRONTAGE 150'
WITNESS: SAM WHITE MIN. FRONT SETBACK 30'
3/6/03 MIN. SIDE SETBACK 15'
PERC. RATE _ < 2 MIN/INCH / MAX. RBUILD NG SETBHEIGHT 30'
V /
CLASS I SOILS P# 10441 � ��
L` SITE IS LOCATED WITHIN RESOURCE
Ov
,��(� PROTECTION OVERLAY DISTRICT
/
.Jp � SITE IS LOCATED WITHIN SALTWATER
Q ELEV. Q V. / ESTUARINE OVERLAY DISTRICT
0" 72.5' 0" 73.8' � '
SITE IS LOCATED WITHIN AQUIFER
0 PROTECTION OVERLAY DISTRICT
3" 3„
0 �
A A _ _ OWNER OF RECORD
LS LS /� r I
4„ 10YR 2/1 4„ 10YR 2/1 / I ; 1 J LAWRENCE M ;NADZEIKA TR
E
E E I 1 1� °� SOUTTHBOROUGH, MA 01772
M S IVI S I w
6" 10YR 5/2 61p 10YR 5/2
B B LOT 21 TH21- - _ TH1 REFERENCES
LS LS 27,52 - SQ. FT. STI-13 � � CERT #178573
10YR 5/6 10YR 5/6 0'63± AC TH4 LCP 22824-D (SHEET 3)
26 70.3 26 71 .6 D,
C C
MS
MS r �
IL 1 p9
2.5Y 5/6 2.5Y 5/6
138" 61 .0' 138" 62.3' a
NO WATER ENCOUNTERED
TEST HOLE LOGS PROP'
�� DWELLING
DANIEL E. GONSALVES, SE #13587 TOF = 74.0
ENGINEER. PROP. �8
DONNA MIORANDI, RS
WITNESS. 66� GARAGE
DATE: 1/14/15 -,
PERC. RATE _ < 2 MIN/INCH
�� .� ' �E
TITLE 5 SITE PLAN
CLASS I SOILS P# 14621 �'I�� �; lb
\ OF
ELEV. ELEV.
3 4 i
0» 73.2'
72.50 � jr /
/
#44 CONTENT LANE
ORGANIC ORGANIC / 'f /�
(COTUIT) BARNSTArt"SLE, MA
3" 3" I ` O BENCH MARK - NAIL SET
A A r O IN PAVE. ELEV. = 67.0 PREPARED FOR
LS LSD
L
12" 10YR 3/2 12„ 10YR 3/2 I /
L� BOB WELCH
DATE: DECEMBER 17, 2014
CO� REV: JANUARY 14, 2015 ADDITIONAL TEST HOLES
B B I� REV: JANUARY 16, 2015 (3 BEDROOM) )
LS LS � �� Scale: 1"= 20'
1OYR 5/6 1OYR 5/6
26" 70.3' 23" 71.3'
0 10 20 30 40 50 FEET
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No.40980 c' CIVIL �'
No.46502 down cape engineefing, ift.
120" 62.5' 120" 63.2' sosYL civil engineers
land surveyors
NO GROUNDWATER ENCOUNTERED
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
DCE # >4-34 7