HomeMy WebLinkAbout0015 HANE ROAD - Health 15 Hane Road 1
— - Marstons Mills
A.= 151 — 008 - 022
i
I
TOWN OF BARNSTABLE
LOCATION 15 SEWAGE#
VILLAGE 7Jj� t1o�ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY �Fe of .jg%Za 1-429
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS
OWNER t
PERMIT DATE: -J-1 -I 7 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility —g—4(1-� Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) -N Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY ,//prry Lup9 Ci�l�w+«vnf
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for -Misposal *pstem Construction Permit
Application for a Permit to Construct( ) Repair(/ Upgrade( ) Abandon( ) ❑Complete System 'Individual Components
Location Address or Lot No. IT P Owner's Name,Address,and Tel.No. '7 8/•-W¢./175ri
Assessor's Map/Parcel �5-/Z—V k,xsi^� Is
� S 025
Installer's Name]Address,and Tel.;,Ie. W'u-yc?18'_ IP(I Awl,k;ns
&signer's Name,Address,and Tel.No. SOr� 3G.n -V6y/
� Con�krvLr nc �'
oat,,,;6
Type of Building:
Dwelling No.of Bedrooms Lot Size /�, v7� sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 3 q 9 gpd
Plan .Date d,,�li(� Number of sheets � Revision Date
Title /f G, M A
Size of Septic Tank e:Kla i jvc, c�Q Type of S.A.S. o2S' ��C/ •S3 �� 59"OS,-V � iy �
Description of Soil 16e-!' SalQ. I i a
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 Co e�nd to place the system in operation until a Certificate of
Compliance has been issued by this Board of Healt .
geed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Cl (�G 9 Date Issued
,
No.011V2 .�--31? r y ". ° . Fee ems, a
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppliCatlon fir b4sposal 6pstem Construction j3Prmit
Application for a Permit to Construct O Repair(-/Upgrade( ) Abandon( ) ❑Complete System []°Individual Components
Location Address or Lot No./j, Q-ner's Name,Address,and Tel.No. '7;5/-17F9- /,76n
Assessor's Map/Parcel6 J ' „ S G? * aP�(lYBrt�n
Installer's Name,Address,and Tel.No. .W-6 yc�$-�a� Designer's Name,Address`and TeY No. ,Sv&• 3G� -S/SVI
.; Q)00C-laV-i Cprs�-rvc-�Icjvrt Moe . f) 4 �Wr)eerl'rq, Zrc
�f - 1 f r�c Arse �, j;/k ,Ai A 7�tA�= 5 F A�r� . ✓1,��4 oaG `
W , ,
Type of Building: 15 _ nn f
Dwelling No.of Bedrooms, Lot Size /`�, 07a sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided .3 Q 9 gpd
Plan Date -'j ,,/a LA j(. �v j Number of sheets Revision Date
r rR 1 i 1 t ill / a ,✓tip A
Title( �1 '� a.t Q ,,,. 1 n e c,a l� c t't��C 1 1 1 1`�c
Size of Septic Tank eAjU -i ry,% l otX)c2 ' Type of S.A.S. ,A ')C
.J J
Description of Soil .S v )Oe-A4J
J
L �r.
Nature of Repairs orAlterations(Answer when applicable)
Date last inspected:
Agreement: `r
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposalsy_ste� n in
accordance with the,provisions of Title 5 of the Environmental Co de and not to place the sys a in operation until a Certificate of
Compliance has beee issued by this Board of Health.
Signed " - Date-Application Approved by _ _ Date
y.. Application Disapproved by r� Date
for the following reasons
Permit No. �J'� r� Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Akj Upgraded( )
Abandoned( )by &r�L pp/O(.?t._ t 1,r,.5�ft t{^+ra 3 n C.
at 1 5- �,n o p -A - . / IA f S jZ,kn �has been constructed in accordance
with the provisions of Title 5 and
ddithe for Disposal System Construction Permit No 17-31' dated Q j h /
Installer AorY o l rajle
_ l bnS IYU' . Designer 0 6 o" (K-,Cll p n dui n 'o!"i/X3 a -/✓►G
#bedrooms 3 Approved design flow t 3�0 gpd
The issuance of this permit shall not be construed as'a,guarantee that the system will function as designed.
Date / O��/ / Inspector
- - -- - - - - ---- --- ------- ----- --- -------------------------- ------------ ---- ------------ ------ - --- ----- -- -
No. Fee _ .
.yn- 38 �a
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem ConSt union A9ffmit
Permission is hereby granted to Construct( ,) Repair( Upgrade( ) Abandon( )
System located at. I' /'�y 1 Y�}t �� te ✓C �.-,hi���
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:Construction must be completed within three years of the date of this permit.
Date ��- ) Approved by ,.
6/29/2021 ShowAsbuilt(1653x2338)
TOWN OF BARNSTABLE
LOCATION f .L,¢Igjr, _- SEWAGE
VILLAGE i ASSESSOR'S MAP&PARCEL_-t, l-
LT-weizq
INSTALLER'S NAME&PHONE NO. C. r' Sb�T---.7 71 W3
SEPTIC TANK CAPACITY jr I ;,ct tc>✓i' J(-ta
LEACHINGF.ACILIPY (type) tZ, Gt _ (siie)ot xl l •N 3 __I
NO.OFBEDROOMS_3
OWNER -6 tc --
PERMIT`DATF:: -j7 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the:Bottom:of Leaching Facility. —t—4, eet
Private Water Supply Well and Leaching Facility(Ifany-wells exist on
site or within 200 feet of leaching facility) _
Feet
Edge ofRetland and Leaching Facility(If any wetlim0s,exist within
300 feet ofaeaching facility)
FURNISHED BY //Om� �P1 C"yf :••«ynj
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https:Hitsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=l51008022&sq=2 1/1
down cape engineering, inc. SIEVE SOILS ANALYSIS 15 HANE ROAD MARSTONS MILLS, MA
DATE OF REPORT: 9/12/17
.JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 15 Hane Road, Marstons Mills
LOCATION: DCE Test Hole
SIEVE ANALYSIS Weight Sample(Grams): 159.4
SIZE :WEIGHT RETAINED % RETAINED % PASSED
--------------'----- (sum -------------v---------------------------------------
1" 0.0: 0.0%: 100.0%
------------- -------------------------- ----------------------------------------
- ---------------- --A-------------- -0%0�---------100.0%---
1/2" 0.0: 0.0%: 100.0%
--------------i------------------------ r----------------------------------------
3/8" 0.0; 0.0%; 10--
#4 0.0 0.0%: 100.0%
-------------- b--------------------->--------------- --
#10 5.3: 3.3%: 96.7%
#20--------- --------------------- ------------------12.0%I------------_---
•____ ....-......................L---------____--------L..................
#40 41.5: 26.0%: 74.0%
---I------------------------- -------------__----_--f-----------•---•--
#50 92.6; ------------58.1%--------_-- 41-:9%
#80 129.5: 81.2%: 18.8%
--------------•----------------------- --------------a---------------------• ----------
#100 139.2: 87.3%: 12.7%
.-------------{..........................A---------------------1-------------------
#200 152.6: 95.7%: 4.3%
------------- --------------------------•----------------------------------------
PAN: 159.1: 100.0%: 0.0%
-------------:---------------------------.----------------------------------------
SAMPLE: 159.4;
NOTE:TEST ON PASSING#4 ONLY, 5.1% RETAINED ON#4<45% O.K.
RESULTS:
SOIL CLASSIFIED AS AASHTO A-3 (FINE SAND) (UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE :
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%-100% OK
#100 0%-20% OK
#200 0%-5% OK
SAMPLE MEETS TITLE 5 FILL SPECIFICATION
>95%SAND
RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINAN. MATERIAL(0.74 GPM/SF)
NONCOMPACTED ESN OF MISS
SOIL DESCRIPTION: FINE SAND s��T
DANIELA.
o OJALA
CIVIL N
No.46502 01 -12
o
Pp��PO/ST R�
1 ASS NAL
+( - 3o 0
hl
Departioaeut ofReganlatony.Sex-vices ")
sz > Public ealih. O Date
u 200 MQla$ircet,Hyannls MA 02601
1
Date Scheduled ZZ:2 Tfmo_v `� Fee Pd �d0.
Soil Suitability Assessment fi � �,��
Performed�y: a I GDP u I y / Witnessed By.
FLocadon Address �f Q �Q �((a¢- 8� i Owner's Wimp
Address n
Pasassor's Map/Paraai: r�7//��ZI- Enginacr's Namo (�a wu%-
NEW CONS'IRUCEON REPAIR � Telaphonelk d
Land Use: L a W/,-� e
Slopos(96) ` Surface 5.tonas /UGC
Distancc9from: Open Water Body ZOG ' fr PossibleWet•Ar=2)�UCl fk DrinlcingWaterWeil Ft
Drainage Way ZGC ft Property Line 2 /v ft Other ft
� � o(Strcet name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands In pxoxirnity to holds)
�CNa
T ttL FX e
p S/;
j-
Parent material(geologic) `aC`a Depth tg Bedrgcl� Z
Deptlx to Gmundwaker SlandingWaterin Dole:_�� Waepingl'i'om PitPgGc ��
Estimated Seasonal High oroundwatar /V/ N
ER UON FOR SEASONAL EaGn WATER TABU
Method Used: ��✓
Depth Observed standing in obs.hole: __ ___ lu, Daptlt,lb.s_!11 ta994190:. itt.
Dapth to weeping'fmm side of obs,hole: ln, LlruundwaterAdf usht wink fc.
Index Well# kteadingAnta: IndoxWeitlaYel AdJ, ekdr. r„_Adl•:(�tx�uiitlwutcrl.M,
PERCOLATION TEST
Observation I'
Hola ift Tlxnn•at.�u
Dapthofl?a S;"evc C 'layer' Timv.At6"
StartPxc-soalsTima @ Timc.{su,�„)
End Fre-soak
RateMin./.ach
51w 5ultablllt,Asacsszncot: Sito rasscd Sitr Fallod:- Additional Testing Needed CYIN)'
Original: Public Health Dlvisloa Obsez-n1loa Holt,Data To Bo Completed ou Back---- ----
m**jf percolatibn test is to be conducted wiftu 100' of wetland,you must fax•6t notify the.
Barnstable Coaaservation Division at:least one(R)'wee1v prior to beginning.
Q:1SF-nlCI ,3RCFOR.IYI•.IDOC
Dcpth from Soil Horizon Sail.Texture Shcl Color Sol[.. 0 ffinr
Surface(in,) , (USDA) (Munseli) Mottling (Structure, Stones;noulders,
o i'tcn;y,�9�'tiravall '
2q 30
c, 1445 ztsY ��
Depth from SollHorizon SUI—Textum Soil Color Soil Other
Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stoms,Boulders.
ansis an clo Grave
0 ,20
20—z� Ps L IOYR 3&
L. foyk -lo -
S�I f 9 L
Depth-f oni SoII.Horizan SoiITexturo Soil Color 91311 othar•
Surface(in.) (USDA) (Munscll) Mottling (Stmaturo,Stones,Bouldoms.
Co i to a II n
JCU]E T OBSE�. -&TION ITOLP LOG 9
Depth from Soil Hodzon Sail Texture Soil Color gall other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stotim,Bouldems,
Ca i tin 6
• �y
Flo ad Ygxxsrs:>Canc'o,-.ate'I12��..
Above 500 year flood boundary No_ Yes .y-
Witlun 500 yearboundnry. No I/ 'Yen -
Within 100 ymr flood boundary NOIA4 -Yds
. J�et�fla of�rat��all��cc�r�in��envYaus ltdl�.ter%�Y
Does at least four Feet of naturally occurring per\v,i�ous�m i.terial exl5t iti all at'eas nbscr,v0d thr Pugh out the
area proposed for the soil absorption system'
If not,What is the depth of naturally occurring pervious matel'lall ...
Cerra 2 .cation
x certify that on. / (date)r have passed the soil evaluator nycaminatibn approved by the
Department Of$nvironmental Protordon and tharthr; above analysis was performed by me consistent With .
the required training,expertise and experience described in�10 Cl M 15.017.
signature
�,��''.�• --•''��) --.-_ Daft
V
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-f 'OWN OF BA NjT jjl.f-.
LOC.ATIO" _SEWAGE
VILLAGE ASSESSOR'S MAP & LOT
INa;TALLER'S NAME & PHONE NO. cx
SEPTIC TANK CAPACITY—�( _ '
LEACHING FACILITY:(type) t4J0,14- _(sx�e) 4 Gar
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC' WATER_
BUILDER OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED: SS
VARIANCE GRANTED: Yes
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Alt. _- - -,- - - err ►`. -. �„�` =
`" ,• 1 Fes$` .........
n_ THE COMMONWEALTH OF MASSACHUSETTS 4
r /0 BOARD OF HEALTH
v C�� OFi2�i/.�
Appliraation for lliipns�al nrka Ton,��rar tiun � mi ft
P�J Application is hereby made for a Permit to Construct ( 0/or Repair ( ) an Individual Sewaga Disposal
System at: -.� M ..
..-- .......-... .......................: .................... ��-- -------------—-..--------- ............�.�'.
Location Address or
q.
1 /Owner Address
. .. -- .......n•--.-5.. �—�fZ.'�1...L�- .............. -
...
Installer Address ��.....___._ao-n
Type of Building Size Lot..._._.',.. --Sq•
U
Dwelling—No. of Bedrooms.............................................Expansion Attie)-. Garbage Grm`o' !'
pa, Other—Type of Building .... No. of persons........`.................. Showers ( 4-----Cafeterial -
a' Other fixt s,. -----------------------
Design Flow............... per person per da Total da�ly flow.............................................�•� ons.
WSeptic Tank—Liquid capacityl'0,! .gallons Length..'?.".&.. Width..4.11 43 biameter................ Depth. ._.__
x Disposal Trench—No..................... Width.................... Total Length.........._------._. Total leaching area....................sq. ft.
Seepage Pit No-------/............. Diameter.../._�_. ..... Depth below inlet.._. Total leaching area._Q 4 .sq. ft.
Z Other Distribution box ( Vf Dosing tank'
'-' Percolation Test Results Performed b ___._ ����► Date_...._ _` l.__ _�___.ps-os
Y - {
a Test Pit No. 1................'minutes per inch Depth of Test it..
�- '-�_..__... Depth to ground water_._.j.__Z_�..
'e—
(s, Test Pit No. 2................minutes per inch Depth of Test Pit_._I..Z:...... Depth to ground water..._.`_�.._'�.
..............----/--•..............................••• ....... .......r•................................................................................
0 Description of Soil......... '�.Gl +'`"`---------.5 �' .. .------ _r-cz ---------------•-----------•-------•----------
x
---------------------------------------------------------------------------------------•------------------------------------------------------------•-------•-------------------------------..........•.
U Nature of Repairs or Alterations—Answer when applicable-----------------------------------------------_...............................................
- ---- -------------• ------•------•---•---------------•---------------••---------------------------------------------------
•---------------------------------
--.......
Agreement:
The under >- ed agrees to instal the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TIT1E 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 th oar health.
- ----------------------------
------------
ApplicationApproved BY.............................................- -------......................................... ...............
Date
Application Disapproved for the following reasons---------------••------•---------......-•----------------------------------------------------------•--...----•---
----••-••-•-•---------•-•-••-----•.....................•..............•-----•-•-•-•---•---•---------------•---•---------•---•----•••---•••--------------•-•---•-------------•----...--•••-•-••....•-----
Date
PermitNo.----.. .. ---------- Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.'—fo vl/
......._.....................OF..!`-�/ /7/V .> T / 1 4 �'
..................................•--........._..-•-..........
f
Allp ira ion for 11ispoo al Workii Toustrur#ion Primit
Application is hereby made for a Permit to Construct (Vf or Repair ( ) an Individual Sewage Disposal
System at':
Location-Address o t
.._.jrg .a-_... ..+.:.... •- = a.�.......-/�... .............. .....................-. ... r
IF Owner —` Address
----......-•••---•-- ......-••-•-••••,.........--•••• ----- ----- -- .............. •--• .
Installer Address
Type of Building Size Lot.1..........................Sq. fr
H Dwelling—No. of Bedrooms........ ...��.�........................Expansion Attic-( ) Garbage Grinder-( ,
04 Other—Type of Building ............................ No. of persons.......(.Y................... Showers (r)`= Cafeteria('-')
QI Other fixtures_----------------------------------------------
W Design Flow................... ..._...._.._...gallons per person per day. Total daily flow----.-----�- - ..... gallons.,,
WSeptic Tank—Liquid'capacityL vcr'..gallons Length._..A... Width.: ....._"_ Diameter---------------- Depth:`.•�..._-...'.
x Disposal Trench—No..................... Width.................... Total Length............ Total leaching area....................sq. ft.
Seepage Pit No....../------------- Diameter..!..?-.......... Depth below inlet..3:.'-�... Total leaching area..................sq. ft.
Z Other Distribution box (t-�')� Dosing tank-(--)- i / _
'-' Percolation Test Results Performed by.... x_.._!..�.'s .................C'''�4.��?.. Date......�f._�!�.........�..... 5.....,
aTest Pit No. 1---4.. '..minutes per inch Depth of Test Pit-!_�-_�__--__._. Depth to ground water......�..'..:�_.
0-4 Test Pit No. 2.._``.. =__minutes per inch Depth of Test Pit._.J. ........... Depth to ground water..................
.__f. . '"'
-----------------------------------------•-•••••......•--• ...4•--•........--.......-•--..............................••-•-••-••••-•--•----••---••.--.•.
O Description of Soil ` f`'' ...:" .�--`. `...
5.. --------------------------••••••.........-•--•-
x
c., -------
-------------------------W ••••••----••----------------••---••-•••••••••-•••••-----------•-•-••••--•--•---••-•••••••••••-•--•••--•••-------•----•-----------•••......-•---•----••......••-•.......................................
U Nature of Repairs or Alterations—Answer when applicable-------------------------------------------------------._.._...................................
--------••••--•-••••-••-• ....------------ - ----•-------->------->-------..-.-----•->-••---------------------------------------------------------------------------.-..--..-..-------•-------
Agreement
The under ed 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 by the`boa �l health.
signed ..:.__ ---......... -----•------•-- .......................... ...
,-Bare��.
Application Approved BY .......... ....? : ......•.....---•••..................•-•--
�/
Date
Application Disapproved for the following reasons---------------•---------------------•-------------------------•-----------------•----------••-••............•...
......••----•-••••-••--•••...•••••-•-•••--•--•-•...••---•••-••-••••••••••---•-•••••--------•-•-•••--••---•••.............••••-•••-•-••••••-••--•••-••••••••••••••••-••••-•--•••------•••••••••••--------
Date
�W_ �`l
PermitNo..........:.. ram................... - .. Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
....................................OF......
(9rdif iratr of ToutpliFatta
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed 1�r Repaired ( )
.....— Installer' „ '
r_
has been installed in accordance with the provisions of TITI� 5 of The State Sanitary Code as, escrib d in the
application for Disposal Works Construction Permit No���a___:___e_�<.�:...... dated-------�, . .......
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Li u✓ OF..... s c�'' . _ i ./_2_43
� .............. ._....._.............._...............................
FEE.....-
Bispoia l Works Tuni#rudion rantit
Permission is hereby granted... ..�...C_r. _ .....__. ..C�.�-vs...�........0..............`"_'l...... ...`..r
to Construct or,Repair-( ) an Individual Sewage Di posal System
at No..Z=`2, `=Z 1- i l '-�-- 1 y �, f 1 a f > /� r C/�,..`'. � � I >�a -�
Street
as shown on the application for Disposal Works Construction Permit NcC i.: .yIated........
-0�
/ Board of Health
lDATE �r 2----- ----------------------------------------------------
�r FORM 1255 A. M. SULKIN, INC.. BOSTON
1
1'
TEST. REPORT FINAL SUBDIVISION PLAN
Lot 1
Lot lA Combined into Lot 1
-----__._._..-_-_.._____......____._-____
Lot 2 Lot 2
Lot 3 Lot 3
Lot 4 Lot 4
Lot 5 Lot 5
Lot 6 Lot 6
Lot 7 S Lot 7j
Lot 8 Lot 8
Lot 9 Lot 9
Lot 10 Lot 10
Lot 12 Lot 11
Lot 13 Lot 12
Lot 14 Lot 13
Lot 15 Lot .14
Lot 16 Lot 15
Lot 17 Lot 16
Lot 18 Lot 17
Lot 19 Lot 18
Lot 20 Lot 19
Lot 21 Lot 20
Lot 22 Lot 21
Lot 23 Lot 22
k
RECEIVED JUL 51986
-bolmes and mcgrath, int.
civil engineers and land surveyors
200 main street, room 201
falmouth, ma. 02540 1
548-3564 July 3, 1986
Mr. Douglas Lebel
Lebel-Sollows Corp.
131 Old Route 132
Hyannis, MA 02601
Dear Mr. Lebel:
Re Fieldstone Estates
Our Job No: 85,310
Enclosed please find .the following:
l. . Topographic Plan of Land; Dated July 30, 1985
2. . Subdivision Plan of Land (3 sheets) ; Revised June 26,1986
3. Subdivision Plan of Land . (Sheet 2 of 3) ; Revised May 12, 1986
4. Results of Percolation Tests witnessed by Barnstable Board
of Health.
The Subdivision Plan of Land; Revised June 26,: 1986 (enclosure 2).
is the plan approved by the Barnstable Planning Board. on June 30,. 1986.
The Planning Board is in possession of .the signed copy of the plans.
I have enclosed the Subdivision Plan of Land (sheet 2 of 3) ; Revised
May 12, 1986 (enclosure 3) , because .the test holes were located according
to this plan. (Lot 1 on .this plan corresponds to Lot. 1 on .the test
report and Lot 2 on .this plan corresponds to Lot lA on .the test report) .
Due to :the redesign. of the lots during the testing procedure,
the test reports themselves do not accurately reflect the final lot
numbering. Adjustments should be made according to the attached sheet.
If you have .any questions, please call or write.
Yours truly,
HOLMES AND McGRATH, INC.
obert A,/ urgmanrt
Vice Pre0dent
RAB/dcl
cc: William Haney
f
AsBuilt Page 1 of 2
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f-f 0,'-'X—.QhOWN OF
��c]3�NST.}IX
LOCATION_ s`���$� dd�dd SEWAGE h!
VILLAGE , ,Li _&JJS ASSESSOR'S MAP& LOT lid5faR,
INSTALLER'S NAME & PHONE NO. /J,
SEPTIC TANK CAPACITYR��Q �tr
LEACHING FACILITY:(type) p �
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
Q —
BUILDER OR OWNEP,��
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED _?
VARIANCE GRANTED: Yes No
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ALL SYSTE
SHALL
SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPE OR BE NOTES
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 6 U
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE
2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING 'Qov
\ TOP FOUND. EL. 117.3 FILTER FABRIC OVER STONE VENT W/ CHARCOAL FILTER fo 6'
% 1 16.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 116.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. e��. com Dew
PRECAST H-10 WATERTEST„D'BOX FOR LEVELNESS BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST a5`a G�rr> done
RISERS (TYP.) MIN. 2 WALL THICKNESS PRECAST RISERS UNITS TO BE AASHO H-20 Al Saddler
114.6 4"OSCH40 PVC MORTAR ALL INVERT IN 111.4'
PIPES LEVEL 1ST 2' 4' COMPONENTS
(TYP.) 4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. o
ENDS SIDES 112.4' Rood
CONSTRUCTION DETAILS TO BE IN ACCORDANCE N
10" EXISTING 6. CO one =
14" E °o°o° �a�® ��®® ���0- ���� ° ° WITH i o Locus
TEE SEPTIC TANK** TEE 1 13.4t1* o 0 6" MIN. SUMP moo®000ao®® a000ac�aaooa °ooaoaoo
0000000000 o °°°° 0 0 0 0 0 0 0 0 0 0 0 0 0��0 0 0 0 0 °°°°°0 310 CMR 15.000 TITLE 5.
,g000�o�0�.0 12" MIN. INT. DIM. °°° oao®aoaaoa® ®aooaaaaooa ,°°°°°°° ( )
,0000000a oaoaaaaaa®M 000lno==�oaaa ,00000000 ,
GAS BAFFLE::' ° °°°°°o e
1 11.89 11 1.7 ° ° ° °°a° 109.4 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND a Str
NOT TO BE USED FOR LOT LINE STAKING OR ANY 0ok
L H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL. OTHER PURPOSE. Three on
ones
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
Race
ALL AROUND PRECAST STRUCTURES 8. PIPE FOR SEPTIC SYSTEM TO.SCH. 40-4" PVC.
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2]) a, 9. COMPONENTS NOT TO BE BACKFILLED OR
ySh�P
° CONCEALED WITHOUT INSPECTION BY BOARD OF
(1 1.6 % SLOPE) ( 5 % SLOPE) HEALTH AND PERMISSION OBTAINED FROM BOARD
H-20 LEACHING OF HEALTH.
FOUNDATION- EXIST. SEPTIC TANK 13' D' BOX 8' FACILITY
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
* "INSTALLER SHALL CONFIRM MINIMUM 102.5' BOTTOM TH-2 VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1"=2000't
THE INSTALLER SHALL VERIFY THE SEPTIC TANK SIZE AT 1000 GALLONS NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
LOCATIONS OF ALL UTILITIES AND ALL AND ITS SUITABILITY FOR RE-USE. WORK.
BUILDING SEWER OUTLETS AND REPLACE WITH 1500 GALLON SEPTIC 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 151 PARCEL 8
ELEVATIONS PRIOR TO INSTALLING ANY TANK APPROPRIATE TO SITE BE REMOVED BENEATH AND 5' AROUND THE
PORTION OF SEPTIC SYSTEM CONDITIONS IF NOT SUITABLE PROPOSED LEACHING FACILITY. VARIANCE REQUESTED
12. EXISTING LEACHING FACILITY SHALL BE PUMPED UNDER MAX. FEASIBLE COMPLIANCE 15.405 1 b:
LEGEND � AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAS(VENT OA BE H-2'OBPROVIDED)ELOW FINISH GRADE
SAND.
99- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV. SYSTEM DESIGN:
-[991- PROPOSED CONTOUR
GARBAGE DISPOSER IS NOT ALLOWED
198.41 PROPOSED SPOT EL.
TH1 I EXISTING 3 BEDROOM DWELLING
TEST HOLE O LOT DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
2% SLOPE OF GROUND so 15,090 S.F. USE A 330 GPD DESIGN FLOW
CaD UTILITY POLE c
11i 41 SEPTIC TANK: 330 GPD (2) = 660
FIRE HYDRANT \ /7 **RE-USE EXISTING 1000 GAL. SEPTIC TANK
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING _.... . .....^......^^.'- -.^.. �z 1
LEACHING:
BENCHMARK W SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
CONCRETE BOUND ��1. PAVED DRIVEWAY / �, BOTTOM 25 x 12.83 (.74) = 237 GPD
TEST HOLE LOGS EL. = 116.9' GARAGE
TOTAL: 472 S.F. 349 GPD
ENGINEER: DANIEL E. GONSALVES, SE #13587 °� / / / �12 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITNESS: DON DESMARAIS, RS (BARNSTABLE) 9s / WITH 4' STONE ALL AROUND
TH 1
DATE: 9/1 1/17
MIN/INCH MIN 2 /
PERC. RATE _ < / cv
CLASS I SOILS P# 15471
EXISTING /
J
ELEV. ELEV. i DWELLING DECK APPROVED DATE BOARD OF HEALTH MA
0» 116.5' 0" 116.5' 1 27.0' TOF = 117.3
I
/ DOGWOOD
F
FILL TREE TO BE , / TITLE 5 SITE PLAN
/ SAVED �� �09 OF
24" _
20 0
A A% �s / 15 HANE ROAD
S�� S L MARSTONS MILLS MA
30" 10YR 3/2 114.0' 28" 10YR 3/2 114.2' )6,
PREPARED FOR
B
/ , B
SL sL BORT L TTICONSTRUCTION/
60" 10YR 5/6 111.5' 55„ /10YR 5/6 111.9' �0 GRADY
6 PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY ���NOFA4gs DATE: SEPTEMBER 11, 2017
SIEVE CONTRACTOR WITH HOMEOWNER' S SgcyG� ,' S OF41 Ste•C C ONSULTATION) /ova DANIEL 'A
r qS
\ �,° OJA.ALA i/o� DANIELA. ti�Nm' off 508-362-4841
MS MS OJALA fax 508-362-9880
No.40980 CIVIL downcape.com
2.5Y 6/4 2.5Y 6/4 I`
�, No.46502 down cape engineering ilJc.UNSUITABLE �, r��FFss�° , o^ �a ��
SOIL ��suR�� F ��, � ��
sss NAL civil engineers
168 102.5 168 102.5 \ ' ' c
land surveyors
Scale: 1"= 20' �` 939 Main Street ( Rte 6A)
NO GROUNDWATER ENCOUNTERED YARMOUTHPORT MA 02675
DCE # '7-300
o ` 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.C .S
>
17-300 BORTO-GRADY.DWG
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