HomeMy WebLinkAbout0142 SANTUIT-NEWTOWN ROAD - Health Marstons Mills _
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UPC 12934
No.2-153Lr
HA.$TINGS MN
op��
Town of Barnstable P#
Departinent of Regulatory Services
RAM
MASSPublic Health Division Date I ,
n 200 Main Street,Hyannis MA 02601
Date Scheduled_ / Time M
1 — C _I— Fee Pd.
Soil Suitability or Se Assessment.f '
�1n wags tsposal
Performed By: �p;-e,� 1�1.c-
s Witnessed By: v r tv.,
LOCATION&Location Address GENERAL INFORMATION
j L � � � n/ 1_
Owner's Namerv) f JO dl
N!;-hn1 the//f Address �gr1titL
Assessor's Map/Parcel:
3 () - Q OF Engineer's Name C ho"rv� �
NEW CONSTRUCTION REPAIR
I_ Telephone#
Land Use iS dG-, Nwl Slopes(%)
Surface Stones /nG/I-e.
Distances from: Open Water Body Zw r ft possible Wet Area ZOv ft Drinking Water Well 7j SO
ft,
Drainage Way NI/4 ft Property Line _ }�ft Other
ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
- i
Parent material(geologic) C�-LaGI a GJfzNee,Jh Depth to Bedrock /v�
Depth to Groundwater. Standing Water in Hole: AJ 1A Weeping from Pit Face al Vll'
Estimated Seasonal High Groundwater ! Z
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in, Depth to soil mottles:
Depth to weeping from side of obs.hole: in. Groundwater AdJustmeflt {t.
Index Well# Reading Date: Index Well level s Adj,Wtor, �e a Adj.Groundwater Level
Observation PERCOLATION TEST Date , Tate_____
Hole# � Time at 9 ._._.....�,. —
Depth of Pero dot c r l-P Time at 6"
Start Pre-soak Time @ ZM me(911•6")
End Pre-soak i n St�i+ti07
Rate MinJlnch
Site Suitability Assessment: Site Passed oL Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole# I
Depth from Soil Horizon Soil Testere .Sdil Color Soil Other
Surface(in.) (U DA) (Munsell) Mottling (Structure,Stones,'Boulders.
-'c1vG�C o i tency.!&Gravel)
Y2L-
i2- 3� 43 lv Y12 Sl8 5 i_
36 —$ Gr 5 Y 5/ ev,
t5- — Z C Z Z`S
DEEP OBSERVATION HOLE LOG Hole# 7-
Depth from Soil Horizon Soil Tentore Soil Color Soil Other
Surface(in.) ��A) (Munsell) Mottling (Structure,Stones,Boulders.
610 onsi en % ravel
c—r c) Ld Y(Z 1/Z
10 —3,6 i3 la `t2% SLL
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
Consistency, Gravel)
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 ten
Flood Insurance Rate Map:
i
Above 500 year flood boundary No— Yes „
Within 500 year boundary No A Yeses
Within 100 year flood boundary No.x 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? Q
If not,what is the depth of naturally occurring pervious material?
Certification � S
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 trai ' expertise and experience described in 310 CMR 15.017.
Signature Date
Q:\SEP M?ERCFORM.DOC
TOWN OF BARNSTABLE
(r
LOCATION l4 9+h iwd /I/ci,.Im 2d SEWAGE# 20 I
VILLAGE /YM• �n T(S ASSESSOR'S MAP&PARCEL ,3( - 0 U 5- - ®aa'
INSTALLER'S NAME&PHONE NO. a( C i,kAnr, s-e VZF Yu Zi
SEPTIC TANK CAPACITY f C- b l.+
LEACHING FACILITY: e 2 v r� s( '
(h'� ) 1� �1¢i L �"t (size) I f. 3 1C 2 S
NO.OF BEDROOMS 3
OWNER Ti�u c
PERMIT DATE: i'I COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility *0 e/ 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 egOZGJiaCe
A�
AZ ' '
A 81, 2
8 y $a, u
g5 9 �� v Y
S
No.t-V f l —O D Fee I d; ,✓�.
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓°
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
aiplitation for Misposal *pstrm Construction Permit
Application for a Permit to Construct Repair)() Upgrade( Abandon Com lete S stem Individual Components
PP ( ) P �O P�' ( ) ( ) ❑ P Y ❑ P
Location Address or Lot No. (Y'Z sqn f u i r A►eL.,7rx un (lb. Owner's Name,Address,and Tel.No ' no v",1.5 v,(500
/'(4as-rbr,5 A4i' 'LS
Assessor's Map/Parcel 3 —o p S—00%
Installer's Name,Address,and Tel.No.0 �4 Erftyp q50 Designer's Name,Address,and Tel.No.Cgjj,kez,.lsf 6.4 ,+,(4,
Z� PO 35 ' zCo3 12 v' Cr�6S FOW-14
Type of Building:
Dwelling No.of Bedrooms Lot Size ���Z� sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 156 gpd Design flow provided 355.7— gpd
Plan Date 'I IO — 2 a kk Number of sheets Revision Date
Title %q2 Slaw{-}- A&Tu avi
Size of Septic Tank 1000 Type of S.A.S. 1 f•3 X z.5' L es4- !* td
Description of Soil �p 141Ai
Nature of Repairs or Alterations(Answer when applicable) Ck� -044-VL 'tb
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 Health.
Signed Date i —Z®/(
Application Approved by ( Date [ I
Application Disapproved by Date
for the following reasons
Permit No. 1 l/R ®� Date Issued I i
No.a O O� +ems. 4
Fee }
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Vol
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0[pplitatlon for ;Disposal *pstem Construction permit
Application for a Permit to Construct( ) Repair) Upgrade( ) Abandon( ) ❑Complete System [E Individual Components
Location Address or Lot No. l y Z SAn fv J rV rw n ;la- Owner's Name,Address,and Tel.No'Isom 4.5 v(-(jp,)
41(I/2-S-on 5 M,'t i S
Assessor's Map/Parcel 3+ -O 0 S'-"00% ��►�`Q
Installer's Name,Address,and Tel.No.cvw,t,(q Designer's Name,Address,and Tel.No.6•75'k er,.l)
12, 3,,X. -7(,3 y ?7—S3l? S0 d'. c�nJ3 f,04
l-Gs t t C-o I z!> - -D A f G
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) -3 36 gpd Design flow provided 3 SS- Z gpd
Plan Date I l to ' 20 %k Number of sheets Revision Date
Title 1 N Z 51aln� A- A&,)M y✓1
Size of Septic Tank 1000 Type of S.A.S. I 3 X Z W &G
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Lam,5��t`� 1wo L - , (•C,4 C.l, •�e Q
Date last inspected: 1,6 J
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 Health.
Signed / Date r' ! " Z O/
Application Approved by fC V I Date I
Application Disapproved by Date
for the following reasons
Permit No. ot-6 t( 0�� Date Issued I � '
- -
----- --- ---- --- --- ------- ------ ------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed'( ) Repaired(y Upgraded( )
Abandoned( )by ��I�tJ,L of 4,( p" 1 C tkc -
at (qZ S47-tytf- ntw r&,., r&4d has been constructed in accordance
with the provisions of Title 5 andd the for Disposal System Construction Permit No. �)A'UO� dated
Installer (, 496 1 04 W ,S-e.S Designer
#bedrooms Approved design flow 3 0 gpd
The issuanc of thisrpermit shall not be construed as a guarantee that the system w' ,fun ti as desig eld. (^
Date 0 1 J Inspector V V(r� ( �^
----------------------------------- ----- ------ ---------------------------------------------
No. Do I( `" 60 Fee god r
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction permit
Permission is hereby granted to Construct( ) . Repair(\4 Upgrade( ` ) Abandon( )
System located at 7 Z S*1h// — ✓ w e tUkyrt /ra14) Al,,*-
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:C nstruct' n must be completed within three years of the date of this permit. �C
Date
r Approved by V ► 1,
01/20/2011 14: 48 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
1 Public Health Division
'OM Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862 4644 Fax: 509-790-6304
Date: ( Sewage Permit# Q m t 1-d oC? Assessor's Map/Parcel 3 ) —O v -O O?
Installer&Desieger Certification Form.
Designer: Installer: Ca e-0-W i OtR &1-e,r�o( s
.Address: ►'� rl-�.�r'Sn�j WW'gs ! v� C. Address: I !� Z�Q�' "7 !o ff
►2 Vq CV-Z'J s ;-e 1 c 1 Ce,n�e�,r ! �'ti► 0 zCD 3z
r�s +_Ckclt e 1`1 A- a Z6 u_�
On 1 t 1 i C ipLk Wo�R ('n4-e r,,P(1 was issued a permit to install a
(d ) (installer)
septic system at 1 Z S�n��►, ����eW^ 1:�M based on a design drawn by
(address)
ever 6VIc ;&i see 6 F- dated
(designer)
f� I certify that the septic system referenced above was installed substantially cording 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. /' S-Uo `,n I k on-T<_,,t�k 1 n 54-ci l lqc J
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 Regulations. Plan revision or
certified as-built by designer to follow. Stripout(if re inspected and the soils
were found satisfactory. �'AOEM�1,g
s�
PETER T.
� i McENTEE
In 1ler's Signs e) CML
No,38109
GIs
aiON L
(Designer's Signature) (A ix tamp Here)
PLEASE RETURN TO BARNSTABLE PVBLIC HEALTH DIVISION. CERTMCATE
MPLIANCE WILL NOT BE ISSUE UNTIL BOTH THIS FORM AND AS-
B RECEIVED BY THE BARNST BLIC HEALTH DIVISION.
THANK YOU.
q:1of3Tce forms\deeig wm-ifieation fbrm.doe
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)/ ' 7L
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DATA
EIS
� 1 pSsast/
TYPe o' 04 Z
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Plot ...., N
Permit
Date a'
Af
Date
A sFs °F4
•�'� x '
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. ao
f
Q
TOWN OF BARNSTABLE
Q-)CATION LW) Jcr+w�-�J&J-60n � Rd• SEWAGE # &4- 63
_ P�rye�
VIZ,LAGEc�-rUr+S �'l `)I ASSESSOR'S MAP & LOT 03 5 o0
INSTALLER'S NAME&PHONE NO. ) -T, -Dr'SCu J I
SEPTIC TANK CAPACITY 1000 CL 1)o nS
LEACHING FACILITY: (type) P► (size) 6 U s-S. • �
NO.OF BEDROOMS 3
BUILDER OR OWNER �k0— S �' Ii�h c c, u r.6 v r>
PERMTTDATE: 1 z 3 I 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
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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v \ -
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Nc;r � ... FEs.` ._...............
THE COMMONWEALTH OF MASSACHUSETTS
2 k'-
(� _ BOARD OF HEALTH
b J , t3 .............OF.
.......��J.�9-fZ1�`.�.l. :IGIy............
,Appliration for Uiopoottl Works Tomarurmitt Vantit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
04SR ( . t .......ASL---------M�.. .,-•-----• . -----------------------------
.... .. .....
L�tion--Address or t No.
......- Y 1. ? - .................................................... .................................CYX.�.......--•-•-........----.........-•-•••----..
, Own Address
a ..................�_J....�l l.SC .....,.. ................... ................................
.................
Installer Address
Q Type of Building Size Lot.... ....Sq. feet
U Dwelling—No. of Bedrooms........ .............................Expansion Attic 7 1� Garbage Grinder (414
Other—Type of Building ..I D?, .... No. of persons.....I................... Showers Q ) — Cafeteria (Ako)
P4Other fixtures ------------------------------••----•-----••--•----•-..----------•---•-•-------------------------........._...............----........._........._....
d
W Design Flow................ ...................gallons per person per day. Total daily flow.......140............................gallons.
CY Septic Tank—Liquid capacityk.00.gallons Length.....AQ...... Width......4........ Diameter----4........ Depth....k_......
W
x Disposal Trench—No..../UAE.. Width.................... Total Length.................... Total leaching area.._ .....sq. ft.
Diameter.................... Depth below inlet.................... Total leaching area...:A-.41K.--.sq. ft.
Seepage Pit No---------{---------
Z Other Distribution box Dosing tank ( )
'~ Percolation Test Results Performed by... ........ Date........................................
Wa Test Pit No. 1..4_'-2,,_minutes per inch Depth of Tlsst Pit....ZJ........... Depth to ground water......./VM7
L� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ----••--------------•••-----••------..............................--•-----•-•---•---.................................._......----.....--•-•--------•--•.-----
0 Description of Soil.......................................................................................................................................................................
w •---•------•-•----------------•-----•---------------•-•....•----------••---•----•••-----•---........_....----------••-•--•----•-----------------••--•------•------..................--•--....._.........
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 TAITL U 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 b the board of health.
igned--_... .. , .. �l?......'r?......------•---.....--••-- r --- ---
Application Approved ..� .......... ......................... 1.-y '--- --....
0
Date
Application Disapproved th following reasons:...............................................................................................................
------•-•-•---•-----•----------------•--.............----•--•-•--............----•-----.......---•--......--••-•-----................------••----•---•------...........------------------------..........
Date
PermitNo......................................................... Issued.......................................................
Date
R� •
/j
j
Nab'_._.....:_X.. ..:... FEs..............................
r THE COMMONWEALTH OF MASSACHUSETTS
J _ BOARD -�OF HEALTH
.......... c .�.............OF..-......` .r .iZ1JST/3r L -
Appliration for Dippuiitt1 Works Tonstrurtion Frrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
MCc��ic �
..-----•---••--•-•-------•---• ••.................:.............'--.................._........... ....._._.._..__.___........-• - •-'--•-••••--------............._.........._..
f Location Address or t No.
...................... '�.. -...........................................................-•- . ---.........-----...._--•'-•------.....--- •-••••.............••--....••-•-•.............
.
Owngz/• Address
.................. ..............�..........................................................�( ' .................................... ..................................................
Installer Address
d Type of Building Size Lot__._S ......Sq. feet
Dwelling—No. of Bedrooms.._____.-.�_______________________________Expansion Attic Garbage Grinder (,tlo)
Other QI —Type of Building ---- No. of persons_---_-3................... Showers Cafeteria (,1u)
Q' Other fixtures ..............................................
W Design Flow.................> ................gallons per person per day. Total daily flow.......-JSs'j2..........................gallons.
WSeptic Tank—Liquid capacity I"& -gallons Length---_-!��...... Width..... ........ Diameter----!......... Depth.__. __.....
x Disposal Trench—No. .--N«�t__-__ Width____________________ Total Length--_-_._..___._..____ Total leaching area--- ""- ...__sq. ft.
Seepage Pit No----------1---------_Diameter.................... Depth below inlet.................... Total leaching area___ '.' ...sq. ft.
Z Other Distribution box Dosing tank ( )
'" Percolation Test Results Performed by.-_-----:`����CS!: ...... ..... Date........................................
Test Pit No. 1._G.__�-_.minutes per inch Depth of Test Pit.... __.______ Depth to ground water__-_-._'VN�--.
(� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
............................................
•.................
-__---------------
•...........
___--------------------------
•-----•••-_......__...._•---....
ODescription of Soil................................................----•'•-•--•------••-'----•--...-------------•-------•-•----•----------...-•-•----------------..._...._.__.........'•-•-
x
U
W
UNature 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 TITIS 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 by the board of Health.
.................................`
/`
Application Approved ._ ethollowing
...... -__y....._-...............Date
Application Disapproved: reasons----------------------------•----••-•----•---•---.._.._.....----•••-•-••---•... •'---- --•_.._.......-•--
...................................... ••.._..--••••------------'-•-•-•---....••----'-'....._..._..........__........._......----------- --------•----•-•---•----•----•-----------------•-••----'--
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMON
)� �WEALTH OF MASSACHUSETTS
�
BOARD 0f HEALTH
.................1f.. ...l!........................................
Trr#if irtt#.r of Tompliatta
THIS IS TO CERTIFY, That the�Individual Sewage Disposal System constructed ( ) or Repaired ( )
bY------------------------- ......._
w Installer
at. -•• -•-•-----•'-___-----•-----_..... .'---1-'--'----'---- ---•.. ............. .................
has been installed in accordance with the provisions of TIT F 5 �rtaanitary Co as scr;bed in the
application for Disposal Works Construction Permit No... _._-__-__________________________ dated-... -.
THE ISSUAN OF THIS CERTIFICATE SHALL NOT BYCONSTR ® AS A GUARANTEE THAT THE
SYSTEReI L F CTION SATISFACTORY.
DATE ��..C.1....--••----------------------•----------'--........... Inspect
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
'/ / f
�i /.:y`..�."...........OF........... 7.� t tiS f/ ................. J 'v
No.- •.... ..............- 43 FE ...................
Disposal Works Tonstrttrtion lernti#
Permission is hereby granted `- ---f---�_--_-s rr.._r
to Construct ( �) or Repair ( ) an Individual Sewage Disposal System
atNo. --..._..--••--._.....--•-•-•...__._...t
Street
as shown on the application for Disposal Works Construction Permit No........ ..... Dated..........................................
f -------...-•--.......-'-• -'-- ---------------------------- --------
�// Board of Health
DATE--- I ............................................... l✓
FORM 1255 A. M. SULKIN, INC., BOSTON �✓
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of 44 -�r
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sT� /O/ BRUCE
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y3yo:33 , CERTIFIED PLOT PLAN
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D? Sf1 U!T N'�. 'T�7rs✓' irv►
Wti - _
I N
SCALES /, �. v' DATE / AtJj'�9�
LDREDGE ENGINEERING COt ING�, CLIENT...._.. I CERTIFY THAT THE PROPOSED
EGISTERE REGISTERED " '�� zz.6 BUILDING SHOWN - ON THIS PLAN
xY J08`NO.
CIVIL . LAND ;a CONFORMS TO THE ZONING LAWS
OR.8Y� '�'
ENGINEER � ^^�^ OF SARNSTA9l E , MASS.
712 M A I N STREET-
MOVECN, ElYer T2.i3 E'' '_r 3
H YA N N I S, MASS,. MEET � OF � DA E RE . LAN SURVEYOR
20 R7. MIN. /VOTE /R E/TNER THE.SEPT/C TANk OR
LEAChei,,vG P/T ,4mzr MORE rNAN /?"jArLOjv
M/N. 6WAOE, 4 P4'O/AMETEK CONCRETE COYEA
SNALL BF SROUC6N7" TO GRAGF.(�AN EXT -A
COIyCRETE f, MIA.4 .o/TCN
PVC P/PE yEAV y CA ST/RO/Y CO{/ER Sh�.�l L L 13E USc�O
C L. /D Zy' COVERS. e R,aw FT �R/VEJ0VR y
JL, Ilk
M/N. CONCRAL
Cd ✓ER CLEAN .SANG
LEVEL -
-4'
ST' 4••CA - 2'LAYER
MIN:P/TC/!/ r • • . • • •• ► p 404'
%4 PCR I? SEPTIC TA/Vf< OJ ' .• s r • • . . . • • • • e , • /'Y.�SHED S7i�NE
p • 1 8 1 • I • • 1 ebb Q
4r YD r r IEFfELT%VL .
+ _ /b` r Z,,A P/r • ° r 1 / DEPTt+i • 1 • ' b v . WASHED STGkE
sa. /S 377.. ?'f7?.C�� s � • • • ••• r
v • • Leo •
b o. • • • . • • . .• • PRECAST SEE.PXtGE
lN!/Cl�'T ELEYAT/Guys IT cAPl C-1T 49p . Gs� c_ vAy a
F' x �. • • • • . • • • • • a . • 0/7DR EQU/V.
e • p Q FL, 0.0
INVERT .4T Ol//LD/NG 9 9,S FT G.FT D/AM.
INLET .SEPTIC .TANK .9 23.{�.FT, L _Z FT. Oh~ TIOV,)
0.1
4OU71 ET SERT/C TA/VK` 9 '7,8-FT
//VL.ET D/STR/6!/T/GN Bov 0 FT. SECT/CN. OF GROUND. Jt4ATER TitdLE
0WZ&TD/57)?/dt/T/ON B X 96.0 =7
/N4E7 ,L&ACNiwG ,cm-,Jr- C0 V FT.,SE1M�4GE 6�/S'fs01SA L SYST.t=M
LEACH/NG fs/T 7A4W4ATIDN ..
DES/G/V CR/TER/.� -SCALE : %s" _ /=o" DIMENS IO N A 3 �T.
Z D/HENS/ON C 4 FT;M�a/;
.N"MBER OF 4V.=AP.9O40/`!S .
GRQAGED/SPO 4L41 UNIT Nu^'E SOIL LOG
TOTAL, EST/I TED FLOAT(/ 2-" GAL./,0AV' SOIL TEST/1E/ SOIL 7--=ST#2 ` 4014 TEST /
f . , DE O F SOILNC/MY.,e QF LOACNINC. P/TSr AT
S/OE LEACHING PER P/T TEST8 /z_3 83
• N NESS ED dY��E' JA C y l3RESULTS A//T
®OTTOM!1,4CN/NG PER PIT LO� RATIF At/ Z" M/NI/A/
/CH
ST �'TOTAL LEACN/NG.ATf--A T/GNRATEj*,2 -rH'1-t
r
F RESER✓ECOLA
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,/ o s7 7f2 MAIN .3T.• HYANN/9, MASS.
�r
d -;n• ' FS�/ONAO ® NO 6/40UNP ky,�4TE'R ENCDUNTl°REO CLIENT: �a q y5/,�� DATE:
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JOB NO. 8 3 T z=0.4W -
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LOCUS
N
® o v
C� o A
m �9
m L + 101.20 _o ed
sr 4 3 ge °f o
\ + 100,78 °ieo�ing
Aso Meigs Rd Sire (LOT 8)
�-Z 100.25. 9
@ya o� APN-"\\31 -005-008
\55,248 S.F.f
4-1
LOCUS MAP
NOT TO SCALE 48: N o :
LEGEND `
-
e VENT
T_
--101 —'-e XISTING CONTOUR _ 4
X 100.98 EXISTING SPOT GRADE `� S.
S? ►--i �? 9
—HI EXISTING WATER SERVICE ` -i _ I-- -
—G EXISTING GAS SERVICE. TP-i TP-2- '
w-9H.4V---- UNDERGROUND WIRES `
\ 100.78
TEST PIT `\
BENCHMARK
EXISTING LEACH PIT _
y
(NOT FOUND) ��� �`� 100,47
CONTRACTOR SHALL LOCATE,
PUMP, FILL WITH SAND AND
ABANDON. �OL03
` SHED
EXISTING SEPTIC TANK 100,45
AIN ABOVE 100.44
TOP OF TANK, EL.=100.29
V.(OUT)=98.96E ROU 10 9 POUND \�\10 .02 ;
SEE NOTE 13-SHEET 2) ti. J
BENCHMARK SHED a I tv I o J
BULKHEAD CORNER S.
EL.=101.95(Assumed) J 101.11
+ 101,39
V
101.61 sTOC_K_
DWC CI
PORCH
N
�e 101.8705,
l< /
(0 TIN
EXISG 101,57 o�.
HOUSE(jf142)
T.D.F.=102.95E 1
101.11 / 101,2i3 0:
107
101.45 �101.2 Q': N orn
+ 101,51 101.3s- 00
101.22 " l
i(k91 to
------- v101.00
LAMP
O
100,69
100.76
100,58 0
� o x100,71
-�k 100.48 Stone
• Driveway 10 52
1 p 100,54001- _
100.53
O
100.14 C)
L .24' 100.110 \
R�43` o
99.61 _ 62.92' ? 1
\\�� 00.00 S 39'33'17" E
99.72 edge 99.91 Of 100.10 ` UP 0.00
1
pavement
SANTUIT — NEW 100.22 100.34
TOWN Rr)A
11$ Of 44Ss9���
o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
CD
MEN CIVIL EE � 142 SANTUIT—NEWTOWN ROAD, MARSTONS MILLS, MA
o. 35109 P.O. Box 763, Centerville, MA 02632
R£C/STE��� Prepared for: Capewide Enterprises,
F G� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
URBON, THOMAS & NANCY E Engineering Works, Inc. 1"=20' P.T.M. 102-11
142 SANTUIT-NEWTOWN ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
l + �� MARSTONS MILLS, MA 02648 (508) 477-5313 1/6/11 P.T.M. 1 of 2
A
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.96.3
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER EN1 1Ni,
T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE CHARCOAL
EXISTING F.G. 101.3(MAX.) VENT
F.G. EL.=101.3t F.G. EL: 100.9t
MAINTAIN 2% GRADE (MIN.) OVER A.S.
L = 69' L = 6' INSPECTION
® S=1% (MIN.) O S=1% (MIN.) PORT
4"SCH40 PVC 4"SCH40 PVC 1 MINIMUM)
6"
Io"I B
14" 10.75" TO
EXISTING 48" LIQUID INVERT
LEVEL ADD
GAS BAFFLE INV.=96.67 PROPOSED INV.=96.50 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0'
INV.=98.96t D-BOX INV.=95.9
EXISTING SOIL ABSORPTION SYSTEM (PROFILE)
�T�I�SEPTIC TANK ESTABLISH VEGETATIVE COVER
BACKFILL WITH NATIVE OR
PERC SAND TO TAP OF CHAMBERS
NOTES: 'S�r` BREAKOUT=TOP
TOP ELEV.=96.33
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=95.90
INVERTS, PRIOR TO INSTALLATION.
2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=95.00
GRADE ON A MECHANICALLY COMPACTED SIX 2.83'
INCH CRUSHED STONE BASE, AS SPECIFIED
IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=11.3'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. EXISTING SUITABLE
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W., EL=89.8 - MATERIAL
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO `
SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC SYSTEM PROFILE TYPICAL SECTION
N.T.S.
SOIL LOG
DATE: DECEMBER 6, 2011 (REF# P-13,171)
SOIL EVALUATOR: PETER McENTEE (SE#1542)
WITNESS: DAVID STANTON-HEALTH AGENT
GENERAL NOTES:
Elev. TP- 1 Depth Elev. TP-2 Depth
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER. 100.8 A 0" 100.8 A 0"
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SANDY LOAM SANDY LOAM
OF THE STATE ENVIRONMENTAL_CODE, TITLE V, AND ANY APPLICABLE <-. 1OYR 4/2 1OYR-4/2 - - - ---
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 99.8 B 12 100.0 B 10"
-310 CMR 15.405(1)(b): SANDY LOAM SANDY LOAM
1) A 2' variance to the 3' maximum cover requirement, for 5' of 10YR 5/8 10YR 5/8
max. cover. S.A.S. shall be H-20 and vented. 97.8 36 97.8 36"
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR C1 C1
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE SILT LOAM SILT LOAM
DESIGN ENGINEER. 5Y 5/3 5Y 5/3
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 96.3 C2 54" 96.8 C2 48"
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MED. SAND MED. SAND
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 2.5Y 6/4 2.5Y 6/4
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 89.8 132" 89.8 132"
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PERC RATE <2 MIN/IN. ("C2" HORIZON)
DIRECTED BY THE APPROVING AUTHORITIES. PERC TEST OF RECORD <2 MIN./IN. IN SAND
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NO GROUNDWATER OBSERVED
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION. 63.25"
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
• REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 18-
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 34.5"
1�. POOL SHALL BE DISMANTLED AND MOVED TO PROVIDE ACCESS TO
THE EXISTING SEPTIC TANK, IF NECESSARY. j
TOP VIEW
DESIGN CRITERIA
END CAP END CAP 60"
NUMBER OF BEDROOMS: 3 BEDROOMS FRONT VIEW SIDE VIEW
SOIL TEXTURAL CLASS: CLASS I U� - Qoc( ;tied END CAP
REAR/TOP VIEW
DESIGN PERCOLATION RATE: <2 MIN/IN (`_(I
rr NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW'
DAILY FLOW: 330 G.P.D. v1 IO Ire TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
DESIGN FLOW: 330 G.P.D. (� i�Id
GARBAGE GRINDER: NO 4640 TRUEMAN BLVD
Q HILLIARD, OHIO 43026 Arc 36HC DETAIL
LEACHING AREA REQUIRED (330) = 445.9 S.F. LLLUADVANCED DRAINAGE SYSTEMS,INC-® UNITS MUST BE STAMPED H-20
wAVI / 4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
EXIS,T� SEPTIC TANK: 110 GALLON CAPACITY
PROPOSED D-BOX:: 1/INLEf, 4 OUTLET (MINIMUM) 142 SANTUIT-NEWTOWN ROAD, MARSTONS MILLS, MA
USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO Prepared for: Copewide Enterprises, P.O. Box 763, Centerville, MA 02632
SEPARATION BETWEEN EACH ROW & NO STONE Engineering by: SCALE DRAWN JOB. NO.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering Works, Inc. NITS P.T.M. 102-11
(Arc36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. (508) 477-53.13 1/6/11 P.T.M. 2 Of 2