HomeMy WebLinkAbout0020 ROUND POND ROAD - Health 20 Found Pond Road
Marstons Mills ' - - -_ - - - - - -
A= 124 - 012 = 007
i
TOWN OF BARNSTABLE
LOCATION V pon4d e,`r-C if SEWAGE# Zo 1 z A
44LAGE/'na r ,6 Wt rt(4 ASSESSOR'S MAP&PARCEL M 41 /2^
INSTALLER'S NAME&PHONE NO. )v►,S .1CeRya�t'ys� Sa7'7�aG`d�f
SEPTIC TANK CAPACITY /-V— :k
LEACHING FACILITY.(type) /V /40 (size)-Z 3jC 3It--Y-/
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility Of any wells exist on //�
site or within 200 feet of leaching facility) �y� Feet
4 Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) • ��`� Feet
FURNISHED BY
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3
Its �J
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered incom ter:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Yicalion for Bisposal 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete_System _ ❑Individual Components
Location Address or Lot No. al JRk
t�ovtQ Girl Owner's Name,Address,and Tel.No.
A pcsame
Assessor's Map/Parcel /� — S r/'
Installer's Name,Address,and Tel.No:5 -V7—Q/77 Designer's Name,(IAddress,and Tel.
No.
Type of Building:
Dwelling No.of Bedrooms Lot Size �� sq.ft. Garbage Grinder
n �' ( )
Other Type of Building 1 LOSI' elll No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) $1Rd gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
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 Board of He
oe A Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
— --------------------- ---- ------ _------- ----
No. Fee
THE COMMONWEALTH OF MASSACHUSET�,��7}11�5 � Entered in computer:
hh PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,'JLSSnACHUSETTS Yes
�; � rite#ior�f� his veer � stern construction�, �rmit
Application for a Permif'to one ru , (P) Repair(�j Upgrade( ) Abandon( ) ❑Complete—S-y§Le��0 Individual Components
Location Address or Lot No. 9L 6 `(�yC�vh k�ovll Gl/'6/ Owner's Name,Address,and Tel.No. �+
Assessor's Map/Parcel SU `e
Installer's Name,Address,and Tel.Nos 7 z 7-0/7? Designer's Name,Address,and Tel.No.
Lawr Zing�a bo,�-7 LOA 4 wl;�-,4
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 2es d Q '7r— No.of Persons Showers( ) Cafeteria( )
` Other Fixtures r
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank ; Type of S.A.S.
Description of Soil '�P P i G ►'�
I.
Nature of Repairs or Alterations(Answer when applicable) -P•P
i -
Date last inspected:
Agreement: ,
The undersigned agrees to ens'rethe 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 He
.gned t7 Date S / •2 ""
Application Approved by i`' 1 Date
Application Disapproved by Date
for the following reasons
r
Permit No. Date Issued
- -7—:: _.- -_ -- -----____ _____------------------------
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 ,k.a#C-
at_,�Q j►�i �Q tJt-1 �' i'rr -e has been const cted in ac o ance
with the provisions of Title 5_and the for Disposal System Construction Permit No. dated
Installer ����' ���, +t',.�p Designer 4 Y r
#bedrooms Approved design flow gpd
The issuance of this permit shall not be co trued as a guarantee that the system w H-ft7Mfi ?Tnee' .
Date a` Inspector
No. / - Fee
1 q THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS
A'�f� Misposar 6pstem Construrtion i3ermit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( )
System located at �J C �rC
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.
Provided:Conk ction must b completed within three years of the date of this permit. �^
j Date Approved by
I'
' L H
i
Z:
S38 26'30"E 182. 72'
ell
CQ
o
LOT 7
LOT 8
66 1e s R = 25.00'
L = 39.27'
0
G-
asME 6
L ,RO
R=296.20
1?0UND P
FLOOD ZONE "C"_ FO UNDA TION CE'RTIFICA TION REs ZoNE'- -RF"___
TO WNEARNSTABLE SCALE-1"=50' PL.REF.-42121—42 ELEV N�A
I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS
FOUNDATION IS LOCATED ON OF P. O. BOX 265
THE GROUND AS SHOWN, AND
o� � � UNIT 5, 40B INDUSTRY ROAD
ITS POSITION MESS_____ g A. MARSTONS MILLS; MASS. 02648
CONFORM TO THE ZONING LAW MERiTH TEL: 428—0055
-�
SETBACK REQUIREMENTS OF $� No.32QQ9 a FAX 420-5553
BARNS TABLE Fss� QSTOk-
JOB
94 NUMBER50497FND
PA UL A. MERITHEW DATE._Z �_
Town of Barnstable
°pIME r Regulatory Services
ti
°s Thomas F. Geiler,Director
Y MAS& Public Health Division
ass. �
A�'b39�o`0 Thomas McKean,Director
FD MA
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date:vim 30— Sewage Permit# Assessor's Map/Parcel Z¢ —77
Installer& Designer Certification Form
Designer. pav►A D-
Installer:
Address: �3 Tr a nel-I e C r Address: C
Sind, w'0� , WA 0Z5(3 ash Ael? �.
On Q:5- /:2L_ �W,. gr was issued a permit to install a
(date) (installer)
septic system at Zr� R-0UV 6( Po trot Ci r based on a design drawn by
(address)
2j�_cXel —r-M4 dated � l2
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Re ulations. Plan revision or
certified as-built by designer to follow. Stripout (if requi cted and the soils
were found satisfactory. �ccFS Ssyc
DAVID y�N
o D.
COUGHANOWR
(Installer's Signature) No. 1093
c/STE��O
L/�✓�/��— �S S'9/VI7AR�P�
(Designer's Signature) (Affix Designers tamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q:\ofTce forms\designercertification form.doc
I
Town of Barnstable P
' Departitnent of Regulatory Services
BMAMUAB
F Public Health Division `/ 2d [
>,v►se.
Date
rFn 3 a, 200 Main Street,Hyannis MA 02601
Date Scheduled //o— Time Fee Pd. v
Soil Suitability Assessment for Se e Disposal
Performed By: �y i� CUrX-'H�{ 9/#a/2 Witnessed By: —
n OCATION& GENERAL INFORMATION
Location Address �(/ ,-LOCATION
V PX6 Po n a C t 1 Owner's Name S U[ V ?,I
Vvic4ryY on � l 5 Addrcss 2U ttaVRXA pOuQ Gies
Assessor's Map/Parcel: 6 Engineer's Namc CC 6 —Y'PGP)
NEW CONSTRUCTION REPAIR Telephone# ® �
Land Use �E 5/ ��•I �}G1 I Slopes(%) v Surface StonesW
Distances from: Open Water Body too
ft, Possible Wet Area DO ft Drinking Water Well 00 + ft
Drainage Way ;o ft Property Unc to+ ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of testholes&perc tests,locate wetlands 1n proximity to holes)
N
/0
!u rJ
J
ti4 `1 -A O
iJ S� 11
S r `'9
wo l (�
Parent material(geologic) T-OT1Q64u v�-�4�
Depth to Bedrocke -
Nj . r•Ci
Depth to Groundwater. Standing Water in Hole: t9 a Weeping from Pit RgCe WO✓1,e
Estimated Seasonal High Groundwater VVte— ', ft __--`Tom Cj Od kce
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: _M0++1, h!ice— Vl"Dv1,2 C4+
Depth Observed scan i�ng in obs,hole: In. Deptli to soil mottles: Dvie
Depth to weeping from side of obs.hole: In, Groundwater Adjustment f.
Index Well# Reading Date: Index Well level Adj,thctor,,,,,,.,..r Adj,Groundwater level,
PERCOLATION TEST bete 5 i Intne 1 l 4 M
Observation
Hole# 1 Time at 9"
Depth of Peru Time at 6"
Start Pre-soak Time @ O —00 Time(9"-6")
End Pre-soak 7 P y o
Rate Min./Inch P I
Site Suitability Assessment: Site Passed�_ Sitc Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
�� t1 ***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least e s on 1 week prior beginning.�' ( ) p >;o to b glnaung.
Q:ISEPT10PERC17011M.DOC
DEEP.OBSERVATION HOLE LOG Hole# 1
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,'Boulders.
o i ten y'%'Gravel)
'3 0 wool( 'Lee,M 110 1Z Zll kjo MP C,b le
Al Sad( 1U`?f? 5/4- Moue Vr�-i b1e.
DEEP OBSERVATION HOLE LOG Hole# 2,
se-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
S`rdDyl onsis en %Gra e
—3 O
uc,M 'lohe b
36 LcimY S944 10
'36- t3Z C Loimy ScivA to �•, 6l fie,, Lpp5e-
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co i to c O e
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Cositn
y
Flood Insurance Rate.Map:
Above 500 year flood boundary No_ Yes y _
Within 500 year boundary No V++ Yes '
Within 100 year flood boundary No.—Z Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? -0-5
If not,what is the depth of naturally occurring pervious matarial?
Certification
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 consiste
F MASsq
the required training,expertise and experience described in�10 CMR 15.017.
C ,( �DAVID cyGN
Signature J - t� 1Q J �`T 6 Datb k"I t I o D.
COUGHANOWIR
oO 41C E N's Q
Q:\S.EPTIC\PERCFORM.DOC �� E V A L O'
' TOWN OF BARNSTABLE
LOCATION 1i Cyr�1 /hy/1 SEWAGE #
l,g*?,,
VILLAGE 4MjrA Milk ASSESSOR'S MAP & LOT `
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)_
NO. OF BEDROOMS PRIVATE WELL OR/PUBLIC ATER
BUILDER OR OWNER
DATE PERMIT ISSUED: 14
DATE COMPLIANCE ISSUED: 7� �3
VARIANCE GRANTED: Yes No
i\ _ I
4,C;7
A ^,b J3
A- E-Po
T' �i
No..�l,�.-" � FI;:s................t..00
THE COMMONWEALTH OF MASSACHUSET S
_ BOAR® OF !-HEALTH
................OF........
P--' �. -..._...
Apphrativn f nr Bigpviiai urtiun It.erutit
Application is hereby made fora Permit to Constructor Repair ( } an Individual Sewage Disposal
System at:
L tion-Address or Lot A
- ...........).� �p ��..... .1V�P 5,2----------- ..... .--.. f� -L -. .:.}.-.... IIL----t"W
Owner Address
W
Installer Address
Q Type of Building Size Lot.._..
0 Dwelling—No. of Bedrooms...............5.......................Expansion Attic (�, Garbage Grinder
aOther—Type of Building .....kJ•�•P............. No. of persons............................ Showers ( ) — Cafeteria ( )
QOther fixtures ................•••-••......-••-•...................••-•••••.........................--•--...•••-••••.......................................--•--.•-
W Design Flow................_...............gallons per person per ci�ay. Total daily�Qow........•.?�........•..................gallons.
W Septic Tank—Liquid capacity..lallons .Length. ..(s_. Width.S ... A
Diameter...N -.._ Depth....
R? A
Disposal Trench—No. ..... ..._.. Width_ ... _.. Total Length..........I.....1,- Total leaching�rea..__...._. sq. ft.
Seepage Pit No....__._.... _.__.. iameter.__..(® ..... Depth below inlet....--..... Total leaching area...2k.5--..sq. ft.
Z Other Distribution box ( ) Dosing toa k, ( )
Percolation Test Results Performed by........ .1..•.�...�1 ...X�..................................... Date..
a
W Test Pit No. 1......7.......minutes per inch Depth of Test Pit...�.�:.ram.__... Depth to ground
fTq Test Pit No. 2......Z....minutes per inch Depth of Test Pit..... -•- Depth to ground water..
. ......
Description of Soil._c:>- ,5... �`� it.. 3=5 iZ'�� ��DL�ln....Sp�?1?.._.ANQ_._ _ DOE
U ••••.......•••.....•-•••-••-••...............•-•••--•-----••••--••••••••••--•--•••--...................�-••••••••---......---.......••-------•--................................................. s
W
........................................................ ----•••---•---------•--•-•-••••••--•••---••--•••-••••••-----•--•-----•-----•••••••••-•••---•-••••...-•-••••.....•-••••-•••--•-•................
Z. Nature of Repairs or Alterations—Answer when applicable...............................................................................................
--------••••••••--•••-•••••...._•---•••-•-•••-•••-•••••••-••••••-•••••..._......•-•........................•-------------•------------------------------------...-•-----•--------------...---...........
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITi TLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has beer*s ed b t o d of health.
Signed........ .•-•-• -- ---------! .----.........._.... .....
Date
Application Approved By........
Date
Application Disapproved for the following reasons:.......................................................................................... ..............
.............••--••.......•---•••••--•••••••••-•-.....••••-••..............••-••-•-•••-••------•-•••-•••--••••-••-•-••••••-•••••••-•••••••-•••-••••-------••--•-•••-•••••.--•--••-•••••...---••-•••••---
-.-Date
Permit.No.-•-..7.- --- ----
} LI l ter,
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH. h
C
n...............OF............... A2 . P..�a4.. .r...................................x
Appliration for Disposal work Chun trurtt�an rruti#
Application is hereby made for a Permit to Constructor Repair ( ) an Individual Sewage Disposal
System at: p �p
.........................Qc�?�1�9Q ....�.4pe.......f..P.-.................... .......•................................8 .......! ..Pt ...._.............
L-aoE tion• dRdress.... �5.�.AV �.�. ...._ .Kra..,i Pr.t. .
. .... .�..
••. Owner�. Address
W
Installer Address
UType of Building Size Lot....-.:... r...Sq-Afe1et-
Dwelling—No. of Bedrooms......................................Expansion Attic (�� Garbage Grinder W a
p, Other—Type of Building .....1,. J§1............ No. of persons............................ Showers ( ) — Cafeteria ( )
P4 Other fixtures
W Design Flow................................gallons per person per dray. Total !Aily slow............................................gallons.
WSeptic Tank—Liquid capacit ..l allons . Length- 7.-.�c .. Width.S '�... Diameter...N P..... Depth....
Disposal Trench—No. ...._" A Width. Total Length..........I......11. Total leaching ftrea......... sq. ft.
Seepage Pit No..........I...... iameter.....Z- ..... Depth below inlet... .... Total leaching area ft.
Z Other Distribution box ( ) Dosing to
Percolation Test Results . Per by.......... .:.! .:...._ 1L .....1._....�_............._..... Date... -Z ..-�3........
a Test Pit No. I......2.......minutes per inch Depth of Test Pit..._.z:.......... Depth to ground water.. .. . A?! .....
fZq Test Pit No. 2.......?r....minutes per inch Depth of Test Pit.... ... nD,epth to ground water.. ... ......
E�
O ; Description of Soil. o�.P...-3i5�.,�...... d.?o��..tr ° t5-..IZ:r��..�..N1? lura-`,x a..+
U ......................................................................................................................:................................................................................
.................•----......-•----.........................................................................---...............................................-•--•........_.............................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
Agreement
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued y t oard of health.
Signed.......... W/.f
Date
Application Approved By. ....7. - :/
�_� .... _` f...�_� .... .................................. ..... ' ......... ..
\ Date
Application Disapproved for the f Mowing rasons:.......................................................................••--•-•..................................
...................................................................................•-•-•--•--•---.....---.........----•-••----..................-•-•--...................................................
Date
PermitNo.........LLJJ............ ................. Issued........................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD SF HEALTH
.O F... ........................
.......... ................
Trrtifiratr of Tontplittnrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by........................ ................................................................iogcziiu.............................................. ..........................................
p }
has been Z.
11ed m accordance with the odisions of TIT`, .••-•.•-••.--••-••-••••.•.f��••�•�s.:�-.:..••.••••-•-••.-•••-••-••.•••-•--•---.--••
:.......... .c�, ..-
p LE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......
... .......... dated................................................
.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST ED AS A GUARANTEE THAT THE
SYSTEM VNILL��UN�O�: SAT A TORY.Coe $�
DATE.......... ................................. ..............:................. Inspector................. ....:.............................. .........................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF ItEALTH
No. jt, ? j ' r:.::.........oF.......f. I . ...............................
..r..Fn... ...............
Disposal Works TonAurtion rrrntif
Permissionis hereby granted...................................................-----.................................................--•--................................
to Construct (^.) or Repair ( ) an Individual .Sewage Disposal System
atNo........! -��'. t ' ... .J;.., 1�..... f'1 _ :w�. ... :�.. ...... .%s.!._.............................................................................
. �... ..........
Street
as shown on the application for Disposal Works Construction Permit G .: Dated........
......... ... .... ............ .....
.. ... ... ..... .......
-. Boardof Health
DATE......... ..~.............. ..
FORM .1255 HOBBS & WARREN. INC.. PUBLISHERS
o w� NOTES 64rHF411TH
NCE REOUESTEQ' • ��
r- Q V1 INSTALLER MAY MOVE SOIL ABSORPTION �I RANTED IMMEDIATELY BY \LL c 30° SYSTEM LATERALLY UP TO TEN FEET // � ENT OR HEALTH INSPECTOR. \ LOCUS N
00 z O IN ANY DIRECTION. PROPOSED IS.221(7) - COMPONENT ROUND o art,2m Z'OELEVATIONS MUST BE MAINTAINED. / TO FINISH GRADE" 36 in MINIMAL %
O / QUIRED - VARIANCE TO ONTOURS GRADING Dmaw ¢O z PROPOSED \ O P PEXISTING LEACH PIT O BE rsUMPED F COVER REQUESTED. qp—� \ NOT F a0
>a^ o o O FILLED & ABANDONED IN PLACE. EXISTING —qo ro
z W UtN
U, SCALE
f INSTALLER MAY MOVE VENT / FP��O O
\ _ PIPE TO A DIFFERENT /
z O LOCATION. 63 VENT ADS BIODIFFUSOR\CNN ODD Dv
W / I \ MARSTONS MILLS. MA
Ln PIPE LEA CHI NG SYSTEM \
II IIL,ililiiilllllllll O Q W ��'// BENCH rMi MARK
Iliiiiiiiiiiiiiiiiillllln W a Is-P V - SEE DETAIL ON REVERSE \ LOCUS MA P
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v+ ti.�zu,x 3 PAONT SPOT ON o00
III
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Z Ozv nllllllllllllllll / dOb 16 M \ GARBAGE GRINDER
O 0,,, Illllllllllllllllnunll L.
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W � �I IIIIIIIIIIIIII I // 0� NOT A��®�I( ®
Q W 0 SARNSTABLE GIS DATU0�1
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W�I IIIIIIIIIIIIIIIIIIIIIIlllllllllllllll ad /
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LL�- 2 w Ihiuiiillllllllllllll / IIVGROUND / / \
a W Q X / S IVIJWJWIN G Is- �/ /GIs-P / //�,`
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2� O� O N J POOL EXISTING , \
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o PLn s LLJZ co to to / PIT �j r?kA / \
LL,Z w`L
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a Lu c w m I GARAGE Q�� L�� � M
�a N._ ��n PAVED 04 �� / �\ m� �®
_j k _-0 EXISTING (P \ LOT 8 of �
SLAB IOi)O GALLON / LAC ® \ _ 1
Cc I DRI VEWA Y FNDN SEPTIC TANK Q / AREA 68212 sF
P�� % 1
/ �I
I
ron
L�1 DR00 1/ rEsr PIr ® D-Bozo p��� �7�6 (
VwIiLL�
z X \ D L�DG�VC� DECIDUOUS CONIFEROUS SCALE: I ,� - Ile Ft
\ TOP OF FNDN TREE �qap� TREE *12-P
JW OEL = 65.28 f— dOb 12-M THIS PLAN IS INTENDED SOLELY FOR INSTALLATION Ph
O Z N lUJ OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY
LL z LI - -NUMBER REFERS TO DIAMETER IN
O 3 Ir INCHES. LETTER DENOTES TYPE. OTHER CHANGES TO THE PROPERTY INCLUDING
a Om \ PLACEMENT OF ADDITIONS, SHEDS. FENCES OR
0 O / O-OAK M-MAPLE P-PINE
Q I O �n (rGj SWIMMING POOLS. OWNER SHOULD CONSULT WITH
Q + o It- a `J / A MASSACHUSETTS REGISTERED LAND SURVEYOR.
aZ c� a \ / �\ ESN OF M4SSq �y(H OF M4Ss
� PO w / q A SYSTEM PLAN
0 CV \ GPI ���� �o�' DAVID tiGN� moo`' DAVID oyGN ��� SEWAGE DISPOS SERVE ING DWELLING L
�0 - ��/ Ll COUGHANOWR N N ROBERT TRACY SULLIVAN
co UGHA p NOWR
0 II i
0 \ \ Q No. 1093 OWNERIS) OF RECORD
1� 65 64 �FCI O �O ��cENSE�
w � (a _ STF- �C CEN Pao (tou':0� 20 ROUND POND CIRCLE
O0 SCf�LE: 1 In - 28 t TAR � � MARSTONS MILLS. MA
/ PROPERTY ADDRESS
20 0 20 40 4®N��
n mmmmimmmmiii I fn°►Y 14, 43 TRIANGLE CIRCLE ASSESSORS MAP 124 PARCEL 12-7
O 10 20 t. FOR SURVEYOR'S CERTIFICATION, REFER TO 'FOUNDATION SANDWICH MA 02563 DATE: MAY 14. 2012
CERTIFICATION' SIGNED AND STAMPED BY PAUL A. MERITHEW
E PRLS ON FILE WITH THE BARNSTABLE BUILDING DEPARTMENT. 506 364-0694 JOB #ETE-3607 PB 1/2 VERSION
SML TEST LOCH DL VGN CALCULATMNS
DATE OF TEST: MAY 9, 2012 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
SOIL EVALUATOR: DAVID D. COUGHANOWR. L.S.E. #461
WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. SEPTIC TANK: 330 GPD X 2- RAYS = 660 GALLONS
PERC NUMBER: 13640 - USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL CONDITION.
1 IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
TEST PIT 1 NO GROUNDWATER ENCOUNTERED
PARENT MATERIAL: PROGLACIAL OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
i .PERC AT 54 in 1- 2 MIN/INCH IN C SOILS
— SOIL ABSORBTION SYSTEM: INSTALL 10 ADS HIGH CAPACITY BIODIFFUSERS (1600BD)
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 6 UNITS x 6.25.8 ft / UNIT = 92.55 L.F.
54.5®
2.50 L.F. x 78 S.F./L.F = 42.5 S.F.
0-3 O WOOD LOAN 10 YR 2/1 NONE FRIABLE 492.55 S.F x .74 G.P.D. / S.F. = 364.45 GPD
3-10 A SANDY LOAM 10 YR 4/4 NONE FRIABLE USE 10 HIGH CAPACITY BIODIFFUSERS AS CONFIGURED BELOW
10-38 B LOAMY SAND 10 YR 5/4 NONE FRIABLE - Vt = 364.45 GPD > 330 GPD REOUIRED
61.43 REFER TO DEP APPROVAL-'LETTER. TRANSMITTAL`#`W000052, FOR CERTIFICATION
I�
38-132 C MEDIUM SAND 10 YR 6/3 NONE LOOSE OF _.ADANCED DRAINAGE SYSTEMS BIODIFFUSER SYSTEMS-.
53.60 _ - - - - -
a,
_ DISTRIBUTION BOX
NO' --C" RARENT� MATERIAL: PROGLACIAL OUTWASH 000o GROUNDWATER ENCOUNTERED
ATE S T RI T �PA 1 GALLON SEPTIC TANK DIMENSIONS AND DETAIL USE SHOREY DB-3 H-20
PERC--AT--80 in Y, 2 MIN/INCH IN C SOILS DIMENSIONS AND DETAIL NOT TO
ELEVATION USE EXISTING UNIT SCALE
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING NOT TO 12 in
64.50 SEPTIC TANK IS TO BE PUMPED DRY SCALE -► MIN
0-3 O WOOD LOAN 10 YR 2/1 NONE FRIABLE AT TIME OF INSTALLATION AND IS TO
3-9 A SANDY LOAM 10 YR 4/4 NONE FRIABLE
BE EXAMINED FOR STRUCTURAL O TANK = TO
INTEGRITY. INSTALL NEW PVC OUTLET o ^ SAS
51.5® 9-36 B LOAMY SAND 10 YR S/6 NONE FRIABLE TEE EQUIPPED WITH A GAS BAFFLE. O O
36-132 C MEDIUM SAND 10 YR 6/3 NONE LOOSE ��
53.5®
6 in STONE BASE
TAPER 21 2� CROSS SECTION VIEW
N O T E
in
10 0
0 a SOILS ABSORPTION SS YSS TEM
I) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. %` CONSTRUCTION DETAIL
USE ADS HIGH CAPACITY BIODIFFUSERS (#16008D). GRAVELLESS
2) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES INSTALLATION - USE DEP APPROVED INSTALLATION PROCEDURES.
BEFORE EXCAVATING FOR SYSTEM.
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS i�o
OF MASSACHUSETTS TITLE 5 SEPT ft_
IC CODE (310 CMR 15). g E� 31.25 ft
4) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 6 In �' A cl)
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. 00
INLET OUTLET NOT 6.25 ft PER UNIT N
S) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL COVER COVER
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH TO
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. "" SCALE .0
3 IN DROP },
6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT VFLOW LINE Uj w
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. BUDDING IO in _ 14 TO w�
7) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED in D-BOX OD
FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 48 in
LIQUID Gas 31.25 ft N
8) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND REMOVED OR FILLED. LEVEL BAFFLE
CROSS SECTION VIEW
SEWAGE DISPOSAL SYSTEM PLAN SEPARATION OF INLET AND OUTLET TEES
PAGE 2 OF 2 SHALL BE NO LESS THAN LIQUID DEPTH USE H-20
ROBERT TRACY SULLIVAN = _ CROSS SECTION VIEW infEFFEcriVE
3 �� RATED UNITS
20 ROUND POND CIRCLE PT"
MARSTONS MILLS. MA 34 In (2.83 ft) 68 in (5.66 ft) 34 in (2.83 ft)j
;MAY 14, 2012 ETE-3607
EL. = 50.5 PROPOSED
TOP OF F19UNDATION
- 20' MIN.
CONCRETE COVERS 2"LAYER OF
49.5 PROPOSED 2'
GROUND EL.__4_9.5f LEVEL CONCRETE COVERS WAS ED STONE
/ ii • i i / / '!4' AbITIR&1" � / 49. 7E
OR SCHEDULE 40 12"f / / / / / / i / / /
P. V.C. PIPE /
S=0. 02, D=15.3' 4" SCHEDULE 40 P. VC DIST. M N
S= PIPE - MIN. BOX
FLOW LINE 0'2_D=21.3'
10" ' S=0. 01, D=15. ' PRECAST
INVERT
5O 1MIN 19" s" oo °o � c LETA OR
EL. ___ INVERT CRUSHED °° , 4
S70NE o 0808MON INVERT
t� p EQUIVALENT
INVERT EL.= 45.94 '� o p
EL.= 46.19 EL.=_45.34 pc : o�
p 5 h 3/4" 7b 1-_1/2"
INVER INVER p V WWASHED S NE
1000 GALLONS EL.__45.51 EL.=_45.18 0 pC
SEPTIC TANK
40.2
3'I LEACH PIT 13'
y
PROFILE OF 12'DIAM.--
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL--_36.2
ALL ELEVATIONS ARE ASSIGNED
WITNESSED BY: J DUNNING ,
' HEAL TH Off/CER
SOIL LOG TOWN of _BARNSTABLE o� JOHN
LANDERS-CAULEY rp+
GENERAL NOTES P No. 102 PERCOLATION RATE 2 MIN./ INCH � '351
DATE 8!r:'ry/93 _ -�® ��: ��c�
1. THIS PLAN IS FOR INSTALLATION OF NEW SEWERAGE DISPOSAL SYSTEM. ,�� G/STEM
ENGINEER.• J..1-1. MILNE ssr Nal
2. PLAN REFERENCE L C. 42121 A AGENT- J DUNNING
3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2
AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES:
DESIGN DA TA:4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E:P. EL - 49. 6 EL= 48. 7
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 3
FUR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS
5. ALL COVER TO SANITARY UN= SHALL BE BROUGHT TO WITHIN TOP &12" OF FINISHED GRADE. SUBSCA 0 3' GARBAGE DISPOSAL NONE
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE 0 -3.5
EL 45. 7' 30
SAME, UNLESS NOTED BY FINAL CONTOURS. EL 46 1' TCTAL ESTIMATED .FLOW � CPD
7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE MEDIU�V
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER SAND ( 110 _GAL/BR./DA Y x _ 3 _ BR.
OR WITHIN 10' OF DRIVES OR PARING AREAS. H-20 LOADING & STONES SEPTIC TANK CAPACITY ------
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING.
UNLESS NOTED. LEACHING AREA REQUIREMENTS
8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE. 3.5'-12.5' _ 3'-12. 5' SIDEWALL AREA 157__ GAL./S.F. 157x2.5=393
9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH EL 37.1' EL 36.2' BOTTOM AREA 113 - GAL./S/F 113xl.0= 113
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL) 505 GAL
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
10. THE EXCA VATOR\CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND
NO WATER ENCOUN TERED
UTILITIES PRIOR•-TO ANY EXCA VATION. THE WA TERGA TE WAS NO T FO UND, THE GENERAL RESERVE LEACHING CAPACITY, 5 - - GAL
CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT.
SHEET 2 OF 2. 50497
S38 2630"E' 182. 72' - \
i
LOT 8
68212E sf
\ / RESER VE AREA \
LEACHING AREA
ti
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1
Of
/ \
'AUL RS•CAULEY, `-"'t„
SEPTIC T NK \ _
\ _ \ o A.
Nor-3516V �..
NIL 32098
f,. - -
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ko 67 5' - 40 s== \ PROJECT LOCATION
� 0
\ _ .LOT 8
o \ 6� 0 0 '
\ ROUND POUND ROAD
moo,
#z ^ \ MARSTONS MILLS
APPLICANT
o \ '�. �0 0�° � / BOB & TRACY SULLIVAN
YANAFE SURVEY CONSULTANTS
UNIT 5, 40B INDUSTRY ROAD
20 INA / / / / P. 0. BOX 265
ASEMENT MARSTONS MILLS, MA. 02648
9.16 i TEL. 428-0055, FAX 420-5553
\ \ =�'�6-• - /gD SCALE 1" = 30' DATE 6 7 94QAi �
REV REVNAIL SET IN CATCHi � PONP6" LOCUS TREE BASINROUND
't ASS. ELEV 50. 32 JOB NO, 50497 SHEET 1 OF 2
1,
z a
NEW DORMER �•_��r` � 7 y— � /Z, x
MATCH EXISTING ASP AL
SHINGLES —7 j
t.o.r. — — — — — — — — — — — —— — — — — — — — —
E F__1 ❑
w ❑❑ s �Gv
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ASPHALT SHINGLES, RAKE
BOARD AND TRIM
PROVIDE NEW RAKE
BOARD AND TRIM
I NEW TW2442-2
I I ,
I
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L I I T.O PV+,REVIFw 3/3/07
❑ ❑ ❑ WINOOW REVIEW
NEW ADDITION I Nvc
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— — — — — — — — — — Ad FLR.
❑ ❑
El
scut'1/4"e 1'O"
— — — — — — — — — — — — l5T F — — — — —
— RT
ELEVATIONS
9L
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REAR ELEVATION LEFT ELEVATION A- { a
1 d
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' AT IC /
EXTEND R RS TO ——
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II - ASPHALT SHINGLES W
1/2*OSB Er I
9 1/2'FG INSUL R-30 I Q \-'.
11 a a 0 EXIST'G U— — — — — — — — — — — — — — 2 8 IC f200 M LI BED Icy
TD.P. F
V 2 x K)AT- OC O FJ�1
NEW ADDITION
Wa
I ^
RELOCATE EXIST DOOR ml
4ifl
I/2'OSB W/HOUSEWRAP i- x 1 1 Z u
U. 2X1 STUDS AT K'OC W 1 I I C
3 VT FG INSUL IR-13) 1 I
ST FLR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - 2%i Pr SILL c I EXIET'G EXIST'G
1 < SSH B -AU. CI-5 CLS. I NOOK
FOUNDATION ANCHOR k- LL N
STRAPS AT 42'OC —_q EXIST 2 x V AT IC OC
NEW
CRAWL ItI Q J
DAMPPROOFUVG TO GRADE �— EXIST'G O w Z —
b r CONCRETE BASEMENT
B' 0
Cn DIE
U FND WALL T CAP
8'XIC CONT CONC FTG I Z IlF lirl IL VI
RIGHT ELEVATION W/2X1 KEYWAY
� S CTION "A" � Q Z
Qzz °
Qd0Q
GENERAL NOTES AND MATERIAL SPECIFICATIONS > 0 C
I.ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE O ~ IV L
ONTNUOUS RIDGE VENT MASSACHUSETTS STATE BUILDING CODE,LATEST EDITION. rr..11l
ASPHALT SHINGLES 2.TIMBERFRAMING:
112.Oss A.)ALL NEW TIMBERFRAMING:SPRUCE-P(NE-FIR INORTH)WITH Fb=1.105ps
(FOR 2AO).E=000,000ps OR BETTER Q
B)PRESSURE TREATED LUMBER(pt): SOUTHERN PINE WITH Fb=1350ps. Q
13/4•.91/4LVL `bqT E=1600,000 psiOR BETTER.
RIDGE BM F. 5.5t C)LAMINATED VENEER LUMBER:ALL LVL SHALL BE MICROLAM LVL WITH Q
2.10 AT IV OC 2 8 A7, .O Mil FASCIA Fb=2AOOpst E=1,900ks,Fv=285ps,Fc PER=150 ps PAR=3035 pm j n
D R-30 BATT INSUL DK8 SOFFIT PARALAM(PSL):ALL PSL SHALL BE 2.0 E WITH Fb=2,900 s.E=2,00ks. V
IEXIST'G) 9 VY A R-30 CONT SOFFIT VENT p
D ---- Fv=290 FcPER=150ps,Fe PAR=2,900 ps.NOTE THAT MICROLAMS AND
----- --
Q E%IST'G COL VT OSB W/HOUSEWRAP AR S INTERCHANGEABLY.
B
TO BE REM 3 V STUDS AT K OC 3.METAL CONNECTORS:
w 3 V2•FG INSUL IR-0)
mn/r era og AS MANUFACTURED BY SIMPSON STRONG-TIE CO. SHALL BE HANDLED
« m \ w Y AND INSTALLED PER MANUFACTURER REQUIREMENTS WITH ALL NAIL HOLES
FILLED,WITH SIZE NAIL SPECIFIED WITHIN.
;i
II r` Norm. 4.BOLTS:
TU3 \
' _ ___ _ _ _ CONF/Rfl 2X/S/rNG 7ND FLOOR BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS UNLESS
2.N)AT¢'OC r-_ HE/GHr AND NA rCH El.--VA r/ON OTHERWISE NOTED.BOLT HOLES M WOOD SHALL BE 1/32'LARGER THAN
ff EWW WI2X24 STL. BOLT DIAMETER.BOLT HEADS AND NUTS SHALL BEAR ON STANDARD
/8'FC GYP BRD ® MALLEABLE IRON WASHERS OR SQUARE PLATE WASHERS.ALL NUTS SHALL
EW 2'AO F.I.SISTERED BE RETIGHTEMED AT COMPLETION 0 JOB.
TO E%IST'G 2'xe"a SECTION "C" R-19 BATT 5.STRUCTURAL DESIGN LOADS:
t INSUL
DEAD LOADS:WEIGHT OF BUILDING COMPONENTS
LIVE LOADS:SNOW LOADS=25pst PLUS DRIFT
00 2ND FLOOR=30pst WIND LOAD=21pst
-- 5�+---- — IST FLOOR=40pst DECKS=40pst
WINDOW SCHEDULE GARAGE gARAGE=200pd
6.BLOCKING:
UNIT DIMENSIONS ROUGH OPENING
DESCRIPTION WIDTH HEIGHT WIDTH HEIGHT A.BLOCKING SHALL BE SOLID BLOCKING,2x MINIMUM,FULL DEPTH OF
MEMBER
Unt Type A 2'-1 5/8' T-4 1/8' 2'-2 1/8' 3'-4 1/8' B.STUD WALLS:PROVIDE BLOCKING AT 8'-0'o.c.,MAXIMUM HEIGHT.
C.NAILING SCHEDULE:
900 TW2032 2'15/8' 3'-4 1/8' SECTION "B„ SOLID BLOCKING TO BEARING 2-8d TOENAILS EACH SIDE
BLOCKING BETWEEN STUDS 2-I0d TOENAILS EACH END,OR
Umt Type B 2'-5 5/8' 4'-4 1/8, 2'-6 1/8' 4'-4 1/8' 1.NAILING SCHEDULE: 2-16d END NAILS EACH END ELEVATIONS
400 TW2492 2'S 5/8' 4'-4 1/e' ALL NAILING SHALL BE IN ACCORDANCE WITH APPENDIX C OF THE MASS. a
STATE BUILDIN5 CODE,UNLESS NOTED HEREIN SPECIFICALLY.
A.)ALL NAILS SHALL BE COMMON WIRE NAILS
B)SUB-BORE IIHERE NAILS TEND TO SPLIT WOOD
Umt Tgpe C 2'-4 3/8' 7-4 3/8' 2'-4 1/8' 2'-4 1/8' CJMULTIPLE STUDS 16d 8 12'STAGGERED. o
400 AW251 2-4 3/8' 2'-4 3/8, 8.HEADERS PER MASS.STATE BUILDING CODE TABLE 3606.2.E A•2 a
ART GLASS TBD
9_O• z 7C
(ADDITION)
ROVIDE STEEL TIE
TO EXIST FND
8'CMU WALL ON
--aSd,.CONC FTG (_1
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