HomeMy WebLinkAbout0040 CROOKED CARTWAY - Health 40 Crooked Cartway
Marston Mills
_ _ _w A = 065 - 013
!� TOWN OF BAR�N/STABLE
LOCATION Vol `-/� ®OkEP ��� I SEWAGE# aOf9—�4(
/"/VILLAGE AJ2S7—gNS Milli ASSESSOR'S MAP&,L`OOT 0 -
INSTALLER'SNAME&PHONE NO. CneCO S_W �77 S Z 0 2
SEPTIC TANK CAPACITY �fx%s 4-+ I 0Z
LEACHING FACILITY:(type) ' �u� Ci�� ��y Is (size) 2--� /� 13 h 2
NO.OF BEDROOMS 3
BUILDER OR OWNER
PERMIT DATE: COMPLIANCE DATE: — —
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility /tom 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
P EAn- o- Wu Se
r3
Ito
All
I�3= LIq
1�
5`7 6
R1r 3r��
No. 6 I Fee t �^ /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: f/
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpplitation for Disposal 6pBtem Construction permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System 5 'lndividual Components
Location Address or Lot No. V o edoo 4 P CQ Owner's Name,/Address,and Tel.No.
..Gt¢O'9tc �G4w,eel �/l/erfa�vi
Assessor's Map/Parcel y- /!
Installer's Name,Address,and Tel.No./ �/�.C�o�`rti Designer's Name,Address,and Tel.No.SoA T 3/3
Lc.: .-srovs<<i �� ✓�o8-77s-Z82 2 ries� c�.�f'�rc��G'� /�c-r�/
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size ,g-7, 07S'sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 O gpd Design flow provided gpd
Plan Date ��L°77 Number of sheets ;7- Revision Date
Title ��{,e�6�P� rsP�i�t G SyJIL�f�i c-,e?u
Size of Septic Tank /Boio Type of S.A.S.
Description of Soil ";,- �
Nature of Repairs or Alterations(Answer when applicable)?'a_sAp1� �/sr, ,,/7-1;
—Z - 3i�D Gsr e�adr�o�S `_�.i�l fosrr°. %�,8��t •?s'.t'
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.
e o c Date
Application Approved by V Date h
Application Disapproved by* Date
for the following reasons
Permit No. aO I l- IM Date Issued
6' No. '."� .;�����' Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplitation for IDisposal 6—pstem Construction Permit
{
Application for a Permit to Construct( ) Repailtl/upgrade( ) Abandon( ) El Complete System Y Individual Components
Location Address or Lot No.V o Ci oa)!r ' �'av c.-gay Owner's Name,,Address,and Tel.No.S��' S/ZO—3'.S—/,3
�r C to v r .,d/oS�ri
Assessor's Map/Parcel 3—
Installer's Name,Address,and Tel.No./ G l <<%v'`�y Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms ?j Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 CI gpd Design flow provided gpd 1
' Plan Date may//y�y Number of sheets - Revision Date
d
Title ✓r.� Jis®� 5�.4�rG S'SfiLt�v t��'�6iar� ,��/��^ j
Size of Septic Tank oGo Type of S.A.S. j
i
Description of Soil
i
Nature of Repairs or Alterations(Answer when applicable)
tII
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.
Si a 2 Date 7-
Application Approved by Date y /
Application Disapproved by� Date
for the following reasons
s
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(L-� Upgraded( )
Abandoned( )by
at ` / /' y has been constructed in accordance
with the provisions of Title 5 and the for Disposa tern Construction Permit No. ? "Z 6 dated qZO/
Installer .,, '" �- —� Designer
#bedrooms �j Approved design flow Zo (� Z R gpd
The issuance oft is pe i .,t s all nootba construed as a guarantee that the system wntE
Date ( ' / Inspector
-------- ---- ------------------------------------------------------------------------------
No. tP Fee/00.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at
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:Constru tion must be completed within three years of the date of this permi.
Date Approved by
i
I
r -
r
''VI'11
oEHE r
Richard. cait;.Ititetatn'Directtir
• sAtuvsrns t.
� �^^� � . Pubilc �iealtir► D�vgsio.n:;
Ttro,maa;ItilcKean,,-Direekor
2f1Q IVla n Street,44-yand'' MA 0260.1
Office 50$ $52;-4fi44 Fazr 50$ 790 63U
lnstadler & D°esiLnei'Cert fl atidn`:Fam:
l ate t t I a ( � i '
�l Servagc Pei andt# .? l7 •�9� Assessoy:'s MaplParcel
° ( .
`�S�
Address !Z° l!�t 'C rt,.s .e ' 1: A.c#dress: N�.4
x
s E clut�: t _c 2�=t y UV ryK c
�-
Z
Eissued a;,permrt"ta rnstall.a
(date)= ;�insta`ler)
e
:septicFsystern';A; .. based on a dcsigty clr wn by,
e{e i ,M."K t �,.
_
- �`r�t�t�e-r�'.z� ta�farE/t�. 1'�4:: ._ meted � �l"7'• , 9 �,•._.-
(designer) F
41
I certify that ihe Septic sysEen�ateferencecl abeVe was° nstalled sulis.tanttally accw drna
the design, w.liich rnaY include,rntnor ap}ito��ed changes suet as lateral relocaCron of nth
dtstribut�on box ant37nr=septic tank trap dui (�f required} was,tt Spected and'tllc s�i,lss
'were�ortnds'�tlsfactory
certrfy that the setts sys ymor cllHrige rt is
greater than T0 SAS or any Veaucal,°elocai`Or Qf any coinpanen't;
of the septic,sy stern),but fin:accoa stance,%4th,State &'.Local Aggufat ons Plan revision or
certttied,as built by destgiler to follow„ St�tp out(tf telurred) wit inspected the soils
were:fUrittd s:atwf,40'ary`.
I certify that-4he systop-referenced abctve was:constr rete nce wrtl► the terms
of thel\A,appro�rall,titers.(-iapp.l'cabte}�
it
MaNTEE
Cif
(Iistalle s Stgnat
(Designer's Signature); (AM x'DDesig•te ..unp Here)
I'UEASE•IRETUI2N`..TO BARNSTABLE PUBLIC 'HEAL`-H i➢)vigf 1-N. C -A-tl BATE,
V, GOtiIPLIAI`'GE.'' jII;E r N(?T rBt,, YSSUED lINTI]G ;BOTHC THIS FORMANC AS
BUILT CARD AI RECWED I V T>�IE.BARNSTA LE,VU—mlC.>FIEA-1 THC DIVISION.
THANK VOU..
Q�Sepnclpcs� act CGrtrfication f om I2t�r R-14 i3 dqc
Town of Barnstable P# /
�y'' Department of Regulatory Services o2 b
cw,
BARNSTABLMA
Public Health Division Vim--f--
MAn
Date
�A .a3� �b�•` 200 Main Street,Hyannis MA 02601
B:,
Date Scheduled Time-- -f Fee Pd. 1 v
Soil SU.itability^^Assessment for Se .
Dispos"
Perforated By: �e .T t—�Nl-mac Witnessed By:
LOCATION & GENERAL INFORMATION_
Location Address t f Q er .�� ��,/�J— e rc A�t�n^ vV�M Owner's Name
r�s Address * �rtF..vLled� <<31i�
iMcar3*rJ fVl Ilr /✓i;(� 6�f$
Assessor's Map/Parcel: C(�.� o( '� - Engineer's Name ,//
NEW CONSTRUCTION REPAIR Telephone# ,56 2�— "1 77_ 5-3 1' 3
Land Use Slopes(%) Surface Stones Oio cv�k —
Distances from: Open Water Body ft Possible Wet Area °eft Drinking Water Well>Isoft
Drains a Way Y_ ft Property Line >--3;6 ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands(n proximity to holes)
f z O
J A�—�
r
Parent material(geologic) Depth to Bedrock. T
Depth to Groundwater. Standing Water in Hole: _ Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER 'FABLE
Method Used:
Depth Observed standing in obs.hole: _in, Depth to Soil mottles: ..;,__in.
Depth to weeping from side of obs.hole: in, Groundwater Adjustment,,,,. � __fr.
Index Well i Reading Date: Index Well level m.... Adj,factor, . Adj oroutltlwaterlevel'
PERCOLATION TEST bats Time ,
Observation
Hole# _! _ (�` Time at 9"
Depth of Perc __ _ a tTime at 6"
Start Pre-soak Time @ _ �'�` !/�<� Time(9"-6")
End Pre-soak zq �4 1 60
Rate Min,/Inch.
Site Suitability Assessment: Site Passi':d L/ Site Failed:_ Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to he conducted within 100' of wetland,you must first notify the
Barnstable Conservation E!ivision at least one (1) week prior to beginning.
Q:\SEPTICIPERCFORM.DOC
DEEP OBSERVATION)HOLE LOG ;Hole# 1
Depth
Dc from Soli Horizon Soil Texture .Soil Color Soil= Other
p Mottling Surface(in.) (USDA) (Munsell) g (Structure,Stones,Boulders.
Consistency.%Gravel)
-HIz
f
DEEP OBSERVATION HOLE LOG !Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,% ravel)
1a`�R�/6
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) + Moti)ing (Structure,Stones,Boulders.
Consist° c o Gravel)_°
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mot0ing (Structure,Stones,Boulders,
Consi t=y.% I)__
Flood Insurance Rate Man:
Above 500 year flood boundary. No Yes ,
Within 500 year boundary No/1 Yes
Within 100 year flood boundary No A'� Yes
Depth of Natural1v 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? . �
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on .. �' i�q (date)I have passed the soil evaluator examination approved by the
Departmerit of Environmental Protection and that the above analysis was p;-.rformed by me consistent with
the required train' expertise and experience described in 10 CMR 15.0);L7. l
Signature Date
Q:\.SEPTiC1PERCFORM.DOC
1
TOWN OF BARNSTABLE
''A.O�ATION ZZT ASEWAGE
'VILLAGE „ da°l r ASSESSOR'S MAP & LOT .z
41
)INSTALLER'S NAME & PHONE NO. . P, '41
Lr1Q L
SEPTIC TANK CAPACITY. � Q
BLEACHING FACILITY:(type) 4,4&o,j(,0 (size) t
�O*
OF BEDROOMS. PRIVATE WELL OR PUBLIC WATER&C
UILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
U
No..I
._-...�....... - '� Fps.... .....'
�. THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
-Tv.W. ...............OF........-.L7r'?l'� S-I �LE..................•--•-...
` A.ppliration for Dispaiial Works TouBtrurtion Prrutit
Application is'-hereby made for a Permit to Construct (A) or Repair ( ) an Individual Sewage Disposal
System at:
CP,QQS.. P_-__�RUA--- --BP!R�'? tt�l - '�+Lrr11�E IJD-ESTATES
Location-Address or Lot No.
CAP..R CQR 1... =!°�-�_.... rf'�IA. T--------------------- A- rw .. .........
Own - Address
w i --........--••----•---....---•-- .� "i'1R�31E_(hS,Rf4TQK .�M�.►4-! �MA
Installer Address
Type of Building Size LotZtQ75._-Sq. feet
Dwelling—No. of Bedrooms...............,__.___..___.._....__.___Expansion Attic (140) Garbage Grinder (l l,o)
a Other—T e of Buildin
a YP g --------•------•---••------- No. of persons____________________________ Showers ( ) — Cafeteria ( )
04 Other fixtures •-•-------------••----------._.._...-•-------•------------------•--•-•--•------------------••---•----------------
W Design Flow.._..__..5.-r...........................gallons per person per day. Total daily flow._._.....�40...._ ............gallons.
WSeptic Tank—Liquid capacityl,QAP __=_..gallons Length. _lam._.. Width.4__14?" Diameter________________ Depth_6_�&.".
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.......I............ Diameter....IQ*.__..... Depth below inlet_S.t 4?7'... Total leaching area.0...?5' _7....sq. ft.
Z Other Distribution box (>G) Dosing tank ( ) ,,,/
aPercolation Test Results Performed byQh.M---5; >p.S.gA/ Date___--4 7_-
Test Pit No. 1_._. ......minutes per inch Depth of Test Pit---1_4_. .___.. Depth to ground water......P; {vr-
fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._- ylW��_.._.._...W`�.�`g�
RA-
V�I- ------ ---------------- .` a;�'N6 �
N�' iEHF
O Description of
U L0u
�1
f
.......................................................................................................................................................................�.y++,
U Nature of Repairs or Alterations—Answer when applicable._-_-._____________________________________________________________________
---•-------•--•---•-----------••--------------------•--•----------...-----•------------._.____--------------••-•----------------•••--•--------------------•-----------..-- ._.
Agreement: 4=r 3 G-P'
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITA 1-E 5 of the Stateahasn
ode— The undersigned further agrees not to place the system in
operation until a Cer ifi to of Compliancis ed the f health.Si ... ...... ... ... .................. .•. ---
I f �a
p c tion Approved Y l�I ........................................... .............................
Date
PPlication Disapproved for the followz reasons-..............................................................=----------------------------•------------•------
--------------------------------••____..__.--•-----_...------------........--------------._.-•----......_-------------------------------------------•-------------•---•------------------------•--------
Date
PermitNo....................................... --•------•---•-• Issued.......................................................
Date
� a
Lyy-
No................-.....-- Fes$.... 7 ..... ......_
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.5.4)t.'_4................OF........ . ''1 `�z'. "2�. .,��..e.._._._........._......... n
Appliratiou for Dis' pvii al Works Tomitrurtiun ramit
Application is hereby made for a Permit to Construct (5C;) or Repair ( ) an Individual Sewage Disposal
System at:
,�p -,' p �j, Loocctation- ddd-remiss -�e� or Lot
,No.
�..'c�Y.:plic..'-ts.i].S._.CSa�aee..9aa.�.1 MRU J.i.............•.......... '.✓ -----------------------------------
Own Address
a ......•.....--- - .� .E.._ ,�e:.t�- -------------------------------- �t� s-�t� L_ft>5.� ,s �.Ic LL4,i'il.,-----
Installer Address
U Type of Building Size Lot_ 2j.Q.- .5'Sq. feet
Dwelling—No. of Bedrooms...............3-_----•-_-_•._____-•Expansion Attic (Noy) Garbage Grinder (l t a)
Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Other fixtures
W Design Flow..........55'.a..a5........................gallons per person per day. Total daily flow......... ...................gallons.
WSeptic Tank—Liquid ca.pacity.l000.gallons Length..6.'96.-. Width.-- 110"Diameter---------------- Depth.45_"R".
x Disposal Trench-No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No........'------------ Diameter.....10 ........ Depth below inlet. .._ F_. Total leaching area.Z5,7...sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by. :.Rl ._ t . i i _. SIdG��c 7 Date ."'_ .' 1.......
Test Pit No. I....2.......minutes per inch Depth of Test Pit...� �.�•��_.. Depth to ground water....0-4
___=
(z, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-._. ` !-®F�'��
Rr' ........•••.....•... •-•••-......•.. •... -••.._..••--•-•••...........................••...........-•••--• • ��..............
D Description tion of Soil #..1...pT. .... Ili:. STs PHEPd
c..�2. .JL� '1-
�:._..... c .
U I n 1CLtY!
c� 1 » '�21Tt.t i .G? �tI�1F�tttl ... f�.?`.C1, 1.
••....
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 TIT1: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Cer ificate of Compliance has been issued by the board of health.
Signed......................................................................................
/ Dat
A p Wpprovedy ..............
........
pplieation Disapproved for the follow reasons:.................................................................. ..Date
----------------•---...----------•-•-•--...-•-----•--------•----.....----...---------•--....-••••-•--••-• --------------•------------------•-------------------------------------- --------------•-----
Date
PermitNo.........................................e:'-..----..... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
.--- ----'' BOARD OF HEALTH
................ 1"''f............OF........ A.....?c
...:......... ..............
Trtifira r of &m:pliFtnrr
THIS IS_�TO rF- �IFY, That the l,Individual Sewage Disposal System constructed ) or Repaired ( )
by------------------------------ e ......... =}
- .C.JI.I.............................................................................................................................
Installer
��.�. Cam,-�
has been installed in acco ance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.._�_�_'__$'__.�.............. dated_--.t�_'"_?�: _� .?--_-•.-.-___------••
THE ISSUANCE OF THIS .CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE. _-Z- - ��.------•••-•---•-•....---•-• Inspector........................ -.....
R- �.— 'Z )O THE COMMONWEALTH OF MASSACHUSETTS
/ BOARD OF HEALTH
,\
4�No._..00 FEE........................
�i��r�an�al nrk� �nat��nr�#iorn �rrrnti�
Permission is hereby granted........... c_ 1...___._..-•-_.• -- -
\` - -----------------------------------------••----...----.........--------
to Construct or Repaiv an Individual Sewage Disposal System
at No.44Z T'/. _--- - - . ............. .: rl_;i_
- ) Street p
as,shown on the applicationgf'oi Disposal(�Iorks opnsfrifc�Ion Permit No!�.(.-.I(?; _ Dated.._ . .... . ................
............. �4{ ---...± �.1 ---..................................
DATE Board of Health
.. ..f•.'�... .............
.`
FORM 12!�5 HOBBS & WARREN. INC.. PUBLISHERS
t
' PC a1 --98_- EXISTING Cd'NTOUR N O oa
g 409 x 100.98 EXISTING SPOT GRADE
P � R c 3°
-W EXISTING WATER SVC. ® �� -j O
uo.o1 -G EXISTING GAS SVC. ep
-e.H.-W.- OVERHEAD WIRES �o� E
N`�4'28'38" E
+105.52 t9 TEST PIT s O
253.2.3, BENCHMARK Race LaneN U
a
LEGEND a
CO
e/b ock a
LOT 4
1.20 ±AC. fSF \'`� �, LOCUS MAP
52,075 fSF x 110.51 \ �\ `\ NOT TO SCALE
\ \ \
PARCEL ID: 065-013
110.41 x \\\ GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
110.20 x _ ___ EXISTING LEACH PIT BOARD OF HEALTH AND THE DESIGN ENGINEER.
�109.97 CONTRACTOR SHALL PUMP, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
25' TP-1 l `SILL W/SAND & ABANDON
51� I�"-___ �-�/ \\ LOCAL RULES AND REGULATIONS.
x PROP. S.A.S,: 11xoa --- r--� \
W 110.8a I 0 O --- I \ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
N 0 \ W TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
•SPIKE,k� O • �11•�� I DESIGN ENGINEER.
112.01
111,74 \ __t O
N 1n TP-_2--'- v' x 111.96 L--J\ O d- 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
ca \ -__O_ O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
O tr`1 ter` _ 12.61 `\ $ N ENGINEER BEFORE CONSTRUCTION CONTINUES.
N BENCHMAP,K 111,So
BULKHEAD-CORNER 1r) 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM.
N EL.--f12.61 I \�� 1 0 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
/EX/STING x 110.85 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
(#40) 0.00 \\ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
HOUSE
r f T.O.F.=,f4 �� \ EXISTING SEPTIC TANK
TOP OF TANK, EL.=109.85 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
i \ INV.(OUT)=108.52f 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
112,20 1 B x 112.35 \ \� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
x `` / \\ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
> DIRECTED BY THE APPROVING AUTHORITIES.
GARAGE i�,sti . `'i,':_ �o++11z,6s `\\\ III � OF MAS`S9�y 10. IT SHALL BE
F THE CONTRACTOR TO VERIFY
THE LOCATION T OF ALLHE UNDERGROUNLITY D UTILITIES, PRIOR TO BEGINNING
\ o PETER T• J' CONSTRUCTION.
.: �,
x ::�'.y, McENTEE .� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
112.07 R.r ` \\ i o to
CIVIL
\b IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
o. 35109 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
\� 112.66 \ i 6ISTE c`� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
\ INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
X \\ 1
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
III �I Z 14. THE SYSTEM GCOMPO EINEER IS NTOST NOT SHOWNL ON OTHE ANY
LANNDOCUMENTED SEPTIC
�^ 11
111.98 � �_ x 112.4 -1 CB
12.18
1P76' �A P - L=l -1�1 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
•-- R=532.25 110.69
N 22.27 3o E P 40 CROOKED CARTWAY MARSTONS MILLS, MA
.: of pavement lu,o6
111.26 edge
Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
CROOKED CARTWAY NASTRI, RICHARD K & inee Works, Inc. 1"=30' P.T.M. 229-17
Engineering NASTRI, KATHY L g• g
40 CROOKED CARTWAY 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
MARSTONS MILLS, MA 02648 (508) 477-5313 8/17/17 P.T.M. 1 Of 2
l
j, NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:107.5
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET PROPOSED SAS.
AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX IF-
PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" gip, S,q�, S.A.S. CORNER IS LOCATED
INSTALL WATERTIGHT RISER & OF FINISH GRADE'FOR INSPECTION PURPOSES N 32" FROM SET SPIKE
T.O.F.=113.5t COVER SET TO 6' OF GRADE
F.G. EL.=111.9f F.G. EL.=110.St L� _
F.G. EL-111.8f F.G. EL.=110.5f --_�?• ��
MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 39, �•
cn vi
� n
wy
J , ® S=19,4(MIN.) ® S=1%5(MIN.) u: o /EX/STING
4"SCH40 PVC 4"SCH40 PVC
6• HOUSE(#40)
10"I 6 aaa�aa® T.O.F.=1 13.5t
I OEM OEM
EXISTING 48" LIQUID
LEVEL ADD 4' 4.8' 4'
GAS BAFFLE INV.=107.27 PROPOSED INV.=107.10
. . ,.• INV.=108.52f D-BOX EFFECTIVE WIDTH = 12.8'
(FIELD VERIFY) INV.=.107.00 9-500 GALLON LEACHING CHAMBERS GARAGE
EXISTING SEPTIC TANK SURROUNDED WITH STONE AS SHOWN
H-10 RATED
NOTES: TOP CONC. ELEV.=107.8f SEPTIC LAYOUT
BREAKOUT ELEV.=107.50
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=107.00 aaaa
INVERTS, PRIOR TO INSTALLATION. ease
a®BEB ®B®66
HOME eases
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=105.00
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' 2 x 8.5'=17.0' 4'
4' MIN. OF NATURALLY OCCURRING
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION ®®®® 0
4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON THE ®®®®®® ® ®®® ® 33"
OUTLET TEE. NO GROUNDATER, EL.=98.6 - _ �
3/4" TO 1-1/2" DOUBLE � LL.1 ®®®®®® ® ®®®
WASHED STONE cV Z ®LO-®
3" LAYER OF 1/8" TO 1/2"
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 102,.
(OR APPROVED FILTER FABRIC)
DESIGN CRITERIA SOIL LOG 4" KNOCKOUT
DATE: AUGUST 16, 2017 (REF#15,452) 20" DIA. COVER
NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 4" KNOCKOUT 4" KNOCKOUT 58"
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 0
DAILY FLOW: 330 GPD 110.0 A 0" 1.10.1 q 0"
SANDY LOAM SANDY LOAM 4" KNOCKOUT
DESIGN FLOW: 330 GPD 10YR 4/2 10YR 4/2
109.0 12" 109.1 12"
GARBAGE GRINDER: NO-not allowed with design B SANDY LOAM SANDY LOAM B 500 GALLON CAPACITY, H-10 LOADING
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 5/6 10YR 5/8 CHAMBERS
.74 GPD/SF 107.o C1 36" 107.4 32"C1
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PERC N.T.S.
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED COA5YE6/4ND COARSE SAND 42"/60"
2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 10% GRAVEL 10% GRAVEL
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 104.0 72" 104.1 72" 40 CROOKED CARTWAY� MARSTONS MILLS, MA
C, c2
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. MED. SAND MED. SAND Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 2.5Y 6/6 2.5Y 6/6 Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:..............................................................
471.2 S.F. 98.5 138" 98.6 138' Engineering Works, Inc. N.T:S. P.T.M. 229-17
PERC RATE <2 MIN/IN: "Cl & C2" HORIZONS 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 8/17/17 P.T.M. 2 Of 2
T TANK DETAIL: DISTRIBUTION BOX DETAIL: LEACHING PIT- DETAIL. REVISIONS:
SOIL TEST PIT DATA: INDICATES INDICATES SEPTIC 1 ,0 �..../ �, L . NO DATE
C ��{{ PERC. �_— OBSERVED NOT TO SCALE NOT TO SCALE NOT TO SCALE
P - 5 540 TEST GROUNDWATER t
NOTES: I. SEPTIC TANK SHALL BE STEEL
4. INLET AND OUTLET TEES TO BE CAST IRON, �5« I NO. OF OUTLETS: 3 MANHOLE COVER LOAM 8 SEED ) -
T TP TP TP REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE.TEES III BROUGHT TO FINISH GRADE OR PAVEMENT
TP LQ TO BE CENTERED UNDER MANHOLE COVER. NOTES- 771177
GIRD. EL, 990 GIRD. EL. GRD. EL. GRD. EL. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING F'-�'-1-- I. DIST. BOX TO WITHSTAND H-10 LOADING
UNLESS UNDER PAVEMENT, DRIVES OR 2O 1N OF 1/8'
GW. EL. WO WATER GW• EL. GW• EL. GW' EL' TRAVELED WAYS,WHEREIN H-20 LOADING I I UNLESS UNDER PAVEMENT, DRIVES OR TO THE "
I 12 MIN. FILM
� PRECAST I TRAVELED WAYS WHEREIN H-20 LOADING WASHED
SHALL APPLY. „ I F" SHALL APPLY. STONE ,
I DIST. ( I r
3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER I BOX f' 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF 5 ''�' D` ''"' '
-T'OPS 01( BROUGHT TO FINISH GRADE � c o e
CONSTRUCTION TO BE WATERTIGHT. I INLET PIPE EXCEEDS 0.08 FT./FT. OR IN PVC INLET PIPE ° a d C� � o o p- -
SUES{► L ��p��a •�C 1 I 01 PUMPED SYSTEM. a �, GENERAL NOTES:
Ico COVER L r---�-- J 3. FIRST TWO FEET OF PIPE OUT OF DIST. `-_� �o CC<? ° o t� a r� a a O a o'' NOTE:
-� BOX TO BE LAID LEVEL. -� o n �iU"� ,t e
LEACHING PIT TO L. THIS PLAN IS FOR DESIGN AND
:.• e C,� e WITHSTAND H-10 LOADING CONSTRUCTION OF THE SEWAGE
. . ... :: + PLAN VIEW w ,e c is_t❑ a I a c_s C= cm O r
P�s�.: M VEABI E c� �.' UNLESS UNDER DISPOSAL FACILITY ONLY.
NORMAL WATER LEVEL - "_._RE 0 : PRECAST . PAVEMENT DRIVE OR
COVER u 3/4"TO 1-1/2" a 0 CO o o C= o o Q TRAVELED WAY WHEREIN 2• ALL CONSTRUCTION CONFORMS ONM
"o H 20 LOADING SHALL
_(oC� :_J - - - - - - - - - - / �— S(a'] / DOUBLE LEACHING PIT ` �' MATERIALS HALL ASS.
- - - -- - - -� ,r
/ c� WASHED o Cs 1� c= a a = n a
I I INLET TEE PROVIDE y. ,.- wNE APPLY. D.E.O.E. TITLE 5 AND LOCAL BOARD
— I I WATERTIGHT .1 i► ► (no�Heel aBti OF HEALTH REGULATIONS.
_ PRECAST L- 4'.0" MIN. OUTLET JOINTISItYR� .1 ( W r� _
-$ F-i SEE. I:; �c1 I ; • a c o [� o c� o a o 3, ALL PIPES LOCATED UNDER PAVEMENT
STRP�T I F►t=D sTANKc _ h. ,-l�r! LIOUIU DEPTH TEE 4" INLET ++ NOTE 2 _ I�i r o Q'• � OR TRAVELED SHALL BE SCHEDULE
— I 4 ;- -�l�1 �~) 4"OUTLET 1 d' ❑ e� 0 0 o e� v t� a 40 OR EQUAL.
MEDIUM SAND
..., . . . ... - o� o-o --BOTTOM ON Z J
ob BOTTOM ON LEVEL STABLE BASE O;�4u LEVEL STABLE D1A
CROSS-SECTION V y5;0e BASE �0• DIA.
PLAN VIEW CROSS-SECTION VIEW
144,11 1�1 o WAT E K 8�7` \ /
. ` / T ELEVATIONS:
ATIONS. CONSTRUCTION NOTES.
DATE: DATE: DATE: DATE. I INVERT ER E
�_�- `\ !F EflCOU"lTERt~D, .ALL UNSUtTAELE :S01
TEST BY: TEST BY: TEST BY: TEST BY: \\ / I 1
\ 4" INVERT AT BUILDING �� ;1�7 SG
SHALL BE Rc,MOVED WITHIN A ' WID:I
�� / / I I
STE`'✓E YVIL.�C�h� ,�ONc. AROUND THE LEACHING iACtLI�'Y
(♦ / I 4" INVERT AT SEPTIC TANK(in) AfID -ShtALL_BE REPL'A' WITH= Ci.eaN
WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: N/F
' I 4" INVERT AT SEPTIC TANK out) 97 • ZZ SAND AND`GRAVEL IN ACCORQANCc WIT
Tom iytc�>✓Af•� �� CHRISTOPHER F. KAPP � 1 I TITLE *Z.
PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE. \ 4' INVERT AT DIST. BOX(in) `�-7 I6
MINdINCH MIN./INCH MIN./INCH MINJINCH \ l CB✓D.H.
4" INVERT AT DIST. BOX(out)
FND
I
c / /
DATUM: ; s 67-6' 27
�E INVERTS AT LEACHING FACILITY:
/
O 1 7.54 / // O-� INVERT AT LEACHING P/T 9G ,
VERTICAL DATUM: ASSUMES 1 22 / / \. (�7
BENCH- MARK USED: SEE PLAN ` � ,, N/F BOTTOM OF LEACHING P/T
rn 1 __ / // CAPRICORN REALTY TRUST I . 0
1 /
I OBSERVED GROUNDWATER
ELEVATION
y
, I l
,
Ut /
/ n
ZONE. RF N
K
SL7BAC S, , . , .'-,DESIGN CRITERIA:
7
FRONT. a 30'
SIDE = 15' N FLOW: .-
REAR - 15 / rn
'BEDROOMS AT 1l0 G.P.B./D . 3o G.P.D.
p t ��� .. c„ ; + / / / /./ BSC Group
/ rn "� Y� ,
o, E�' REQUIRED SEPTIC TANK:
30 X / 0 — 6 GAL.
/ p P�Q /p SEPTIC TANK PROVIDED: = 10 GAL.
NOTES: / 5e �carJ � /--- G/, /o>~ / / /
• / C ,, ) / orrc "d` -ol'/ / / / / Cape'Cod Survey Consultants
EON WERE COMPILED d 6.8✓D•H• t � - SIZE OF LEACHING FACILITY REQUIRED:
PROPERTY LINES. SHOWN HER /
FROM A PLAN RECORDED AT THE BARNSTABLE 1 C FND / : T Pl ,, �1 /Do o� / 9 t / // /� A P
1
1 1 �� DESIGN PERC RATE:
MINJNdCH
REGISTRY OF DEEDS IN PLAN BOOK 409 PAGE 4/ / -1 /0' T / 9 I / 3261 Main Street
/.. _ 7 p .lx 1� 1r1 t / / c� / �30 C7, P, . Route 6A
AND DOES NOT REPRESENT AN ACTUAL SURVEY ON 1 3 l s / / / ble VIII
1 D '; / ' y lT / / / // Barnstable age MA
THE GROUND. 1
�f / .' / � a263o
1 � . .- -�" 0 617 362 8133
THIS TOPOGRAPHIC SURVEY WAS MADE ON - /
THE GROUND BY TRANSIT AND STADIA METHOD ( I /
ON MAY, 1970 / // / / PROJECT TITLE:
SIZE OF LEACHING FACILfTY PROVIDED:
-� - SEWAGE DISPOSAL
SYSTEM DESIGN
2Ca �= / / / R I s/� :A Y�I..i / -78 5� �, x 2, S = ,4454 D
` N
, -7-ro'A : -7"1 X ! 0 = -7 9t c i P A\ ,— o1 ---.- FOR
100 ,
// // // / / / i -r�-rA Z -5 7 s,>~ $ LOT 4
LITTLE POND
LOCUS PLAN: SCALE: I"=2083'+ ESTATES
IN, , r
B.M.EL.-100.00' - C.B✓D.H. AT N.W. :--- BARNST ABLE, MA.
COR.OF LOT 7. .- (MARSTONS MILLS)
P
1 / 2/0 / I l � 1 �P
' P "" � � \; .. . • � - - /. I 1 � �O PREPARED FOR: ,
o --'" LOCUS
CAPRICORN REALTY
DATE PROFESSIONAL ENGINEER - CIVIL �, I I N57.40' 47"W 1
� � l 1 1 I i - - . �' TRUST.
LITTLE POND
\•ON/F, 1 , 1,A RACE \ LANE
* t \ 1 1 CAI,RICORN REALTY T RUST 1 j �O 1 /; �•• N r'
DATE: FEBRUARY 27,1987
° \ �; \ `\ 11 1 I 1` \ o�'� QP�// MYSTIC LAKE COMP/DESIGN:WHITING
----- —
1 -
s NO. �;' \ \� � ;� � CHECK:
a -
;�� +� DRAWNRfH / T-AW. /L_N.'
_�- c - ..: PLAN VIEW ,,
6� _
DATE PROFESSIONAL LAND SURVEYOR S CAL E: 1" = 20' --B.M.EL i-63.81' - C.B✓D.H. AT N.W. FIELD. W.B.
COR. OF PLISKIN LOT. FILE NO:3138606SS2D - - --- --
_ DWG. NO 1247-3 SHEET
0 I 0 20 40 Go FEET
.1oB No 3J386.� I OF 1