HomeMy WebLinkAbout0065 BUCKWOOD DRIVE - Health 65 Buckw6od Drive T;
T
X-:272" 09
t
.
0 9tr ^ e
P
a
k ^
10
TON" OF BARNSTABLE
LOCATION S K Gi Zc1� �r C SEWAGE# -2 D 0 �7
VILLAGE h�,,qj,il t, S ASSESSOR'S MAP&IIPARCEL->P» �ac 'aqS
INSTALLER'S NAME&PHONE NO. Rotes
SEPTIC TANK CAPACITY , a o-
LEACHING FACILITY:(type) b i( (size) `Z !TX
NO.OF BEDROOMS 3
1
OWNER W 0 tl r �4te
PERMIT DATE: y- y-/ COMPL CE DATE:
Separation Distance Between the:
4 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on 1
site or within 200 feet of leaching facility) �j,,% W Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED
"
r
C
0
a
IL
No. Fee 1
ter: V
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp.
PUBLIC HEALTH DIVISION - TO WN OF BARNSTABLE, MASSACHUSETTS Yes
Zipphtatlon for MI 08al .pstem Const union 3pPrIICIt
Application for a Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. (J 'Ruck ' Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel )� —Q(.� (AAA'l s
Installer's Name,Address,and Tel.No. 1 Designer's Name, dress,and Tel.No. �d? 360 3d C
Roq xe4v u iECGio RA r F SOVLS S(W -
Type of Building: 1i IM6,S T'1 PL
Dwelling No.of Bedrooms _4�7 Lot Size /dG'd sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
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 :5 C_> 2 �(A-
Nature of Repairs or Alterations(Answer when applicable) ��� PLO
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 Environmen ode and not to place th system in operation until a Certificate of
Compliance has been issued by this Board �/ //
Si Date Y Z/ �fo
Application Approved by Date
Application Disapproved by Date
for the following reasons
r IQ
Permit No. Date Issued
°
i L >
No. V Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:,
RUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zippfication for ]Dis�sar 6pstem Construction Vermit
Application for a Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ElComplete System ndividual Components
Location Address or Lot No. b 'Rock
Af Owner's Name,Address,and .Tel t�
Assessor's Map/Parcel U) / t
Installer's Name,Address,and Tel.No. �{ �'I Designer's Name,Alldress,and Tel.No. �57U7J 360 331
L R4!4!& �x(av t` �� ��a �d r S 4vtS acis S(wm Lvf"14
Type of Building: V�GS 1 PP2
Dwelling No.of Bedrooms Lot Size /OG� sq.ft. Garbage Grinder( )
Other Type of Building '�� "�' No.of Persons Showers( ) Cafeteria( )
Other Fixtures 1
Design Flow(min.required) f� gpd Design flow provided gpd
i
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. 1
Description of Soil
I
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, dae and not to place th system in operation until a Certificate of
Compliance has been issued by this Board
Pt . ,/
Signe Date "`�' <s�
Application Approved by / Date C
t Application Disapproved by / Date
for the following reasons
Permit No. 2 C) Date Issued
----------------------------- -° -------
r
it HE COMMON WEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by RS Lh C
at e�(d Cwl � �f i V_P_ has been constructed in accordance
fo
with the provisions of Title 5 and the for Disposal System Construction Permit No. �dl 6� 69 dated _��f
Installer Designer
#bedrooms _� Approved design flowrdesign�j
J and
The issuance of this permit shall not be construed as a guarantee that the system will Z. oh,Date Inspector D
--------------------------------<------------- ------------------------------------- --------------------------------------------------
No. 2(A e Dq ,.1 Fee ( `'
' THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal 10pstem Construction permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at � ('(,(Uj CcA
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 ompleted within three years of the date of this permit. f'
Date C — C 1— Approved by
j
f
04/07/2016 07:22AM 17744139468 MEYER AND SONS PAGE 01/01
Town of Barnstable
.°� HE Regulatory Services
Richard V.Scali,Interim Director
• assrErasL
KAM Public Health Division
639 a,
Thomas McKean,Director
200 TvIaln Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Desi2ner_Ce_rtification Form
Date: _ to Sewage Permuit# _ ,Assessor's MapTarcel
�)�Ukq
Designer: /"r 6 Installer:
Address: 1 0 ',�C �j ! Address:
Oil was issued a permit to install a
(date) (installer)
septic system at (L BV_ 13 AWIAS based on a design drawn by
(' (address)
M rYY�'`� dated 777
(desi,�ner)
I certify that the septic system referenced above was installed substantially according to
the esip, which may include minor approved changes such as lateral relocations of the
distribution box and/or septic tank. Strip out (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 Regulations. plan revisiou or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
1 certify that the system referenced above was construe a with the terms
of nAe I1A val letters(if plicable)
1A
st s Signature) 1 40
—(Designer's Signature) (Affix Designer a by Here)
-PLEASE RETURN TO BAWSTABLE PUBLIC HEALTH DIVISION. CER11FICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TMS FORM AND AS-
BUMT CARD ARE RECEIVED BY THE BARNSTA BLE PUBLIC HEALTH DWISION.
TH.ANK YOU.
Q:1Septicloesigner Certifiicadon Form Rev 8-14.13.doc
i
'down of BAr nsta.ble P#
of�
Department of Regulatory Services
xnrrarArir$
Public Health Division Bate I
'1�¢ tee$ 200 Main Street,Hyannis MA 02601
~rFD►,Al'�h ;
1 /l
Date Scheduled 2-1 Time �• M Fee Pd. 1 b V
i
oil Suitability Assess�neni for S cage'Dis osal �
Performed By:
(/lam' r Ci' ! Witnessed B I
—
i
LOCATION & GENERAL IlVY'ORMTION
Location Addressf &S 6 U c-k—ww�, (�� Owner's Na�e�2 O6 `-Lt M� g T
t'I,Ykr4INbS M`"'rJ �1J I Address C[iESTN u-r ftlL-L /
Assessor's Map/P4Ccel: '-L-1�Q9 i Engineer's Name
1.
NEW CONSIRUtjON REPAIR Telephone# rS�o 3n 3
Land Use 10 l"` �A-L Slopes - S -4 • Surface Stones
Distances from: Open Water Body ?Soo ft Possible Wee Area/ _ft Drinking Water Well�2�� ft
i
Drainage Way y b� ft. Proparty Line ft Other ft
SKETCH:(Street name,dimensions'of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
sty
l G
• i
e.
i
. I
i
i
i
i
i
Parent material(geglOgic) Lrh 3 Depth to Bedrock
Depth to Groundwater. S ndmg Water in Hole: i Weeping frorn Pit FAce
Estimated Seasonal Vigh Groundwater
Dt° RN NATION FOR SEASONAL HIGH WATER TADLE
Method Used: I in. Depth td sah mgttl4s: In.
Depth observed standing in obs.hole: in, Depciroth
m0tfl Adjustment ik-
Depth toiweeping from side of obs.hole: A ,Acton,,,._,.-..- Adf,(Iraundwnter Level,,
Index Well# Reading Date Index Well lev61 -
_
PERCOLATAON TEST . Date 'l�lnjr
Observation ?y
(�.� Time at 9"
Hole#
Time at6" .—.----
Depth of Pere
Time(9"-6") ----
start Pre-soak Time.@ t I q
i
End Pre-soak
Rate Min/Inch !�
ssed Site Failed;_--
Additional Testing Needed(Y/N)
Site Suitability Assessment: Site Pa
Original:.Public I-Tc'lth Division
Observation Hole Data To Be Completed on Back------
i ou must first notify the
***If percola ion testis to be conducted within 100' of wetland,y
prior to beginning.
Barnstable Conservation Division at least one (1)week
i
DEEP OBSERVATION HOLELOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) ,, (Munsell) Mottling (Structure,Stones,Boulders.
S I Consistent %Gravel
Vt' N V
A- Loa�Yt a�� 3 ?�
Z¢ -
2
a
2` 2 7�
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other Boulders.
P (Structure.Stones,
.n (USDA)
Munsell) Mottling
Surface(t ) Consistent %Gra el
• c V.132" � � 2, �1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consisten M I
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year boundary No ' Yes,
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring perv'o terial exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring per pious material?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Enviro ental Protection and that the above analysis was performed by me consistent with
the required ain'ng pertis and xperience described in 3,10 CMR 15.017.
Signature A Date
Q:XSEPTIC\PERCFORM.DOC
/ TOWN OF BARNSTABLE
LOCATION 6� �J/ ,. SEWAGE #
VILLAGE ASSESSOR'S MAP dz LOT
INSTALLER'S NAME 6a PHONE,NO. �-
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size) lb,00
NO.-OF BEDROOMS PRIVATE WELL OR UBLh•' WATER
'BUILDER OR OWNER n
DATE PERMIT ISSUED: o`l
COMPLIANCE ISSUED:,DATE
ANCE GRANTED: Yes No
I
���
f � ��
,�
y�, s s.
R. �_
,.,. , t �� . � �.:
A � f
�l �
{
� �� '
i �.
.� '� C
,.��, �_
��
��o ���
� ��:,
� "`,:�
o _ �t`• `,
�= z
� �� � " y
w� fi��
t��;5',� ;l" ,
" ` '' t
� � �- � ��SS
;,�C
FEB.. `�_c..
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
TOWN OF BARNSTABLE
Appliration for Di-splaiial marks Tonstrnr#iun ramit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System t
.......... �� .. ......- vt ------------------------------------------- ----------------......--......---....----
ation- ddre s .............................. or Lot No.
/t�L?t -- ............
...
Own Addres
a .:
Installer Address
d T e f Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
`4 Other—Type T e of Building _...___.... No. of persons............................ Showers — Cafeteria
(la YP g ---------------•- P ( ) ( )
PLOther fixtures .....=.................................................................................................................................................
W Design Flow................:..........................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length..................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by...........................................................•----•-----•... Date........................................
Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water---._--____-_•_-__--_---
G=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a --•-•-•--•-•••••-•-•----••-•-----•---------------•--•-•--•----••--••...-•-----------•••••............--•----•--------•----•------•---•-•----••-......---•--.
0 Description of Soil........................................................................................................................................................................
c,
x ...---••------•-•••---------
V Nature of Repairs or Alteratioris—Answer when applicable.................f_aao__.__.. ._._ .... _. __t _._____ ___.........
--------------------••------•---•--•------------------------------------------------.........-•---- -------------------------------------------------------------------------------------•--•-••..•-•---
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Complia has bee issued by e board f health.
Signed- ----- -- ....... ------ ------ ... .........------------. .
Date
ApplicationApproved By ................. -- -- -- -- ------ - ----............................. ..............................................................
Du[
Application Disapproved for the following reasons- ............------ ------------ ------ ---------- ------------------------------------------------I..........--------------...
-------------------------------------------------------------------------------------------------------------------------------
Dare
Permit No. d /..- ll---1-- - Issued -----
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appfirtttion for Dispol ttl Works Tonstrurtion 1krutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
Systemt' & ..... w .......•••--•-•••-••-•----•-••••.._........ .-•--•-•.................................
/1?atio n-Address or Lot No.
........... l/ 'r....y ............... .-----........... ..........------------ ---- .. Ae
......._.....
Own ^ Address .--.•- '
FWD - '`` ' �vT{fij-•---- •------•--•J----- ---
r
Installer Address
Q T t e f Buil ing Size Lot----------------------------Sq. feet
U Dwelling—No. of Bedrooms................................ _Expansion Attic ( ) Garbage Grinder, ( )'14 Otlier—Type of Building _--_-___---- No. of persons............................ Showers — Cafeteria
.l .p
Q Other fixtures .........................
-..................................=.........................................................................................
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
9 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet......-------------- Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
a Percolation Test Results Performed by..........................................................................
Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--_-_--______-__-----.--
Gi, Test Pit No. 2................minutes per inch Depth of Test Pit..................... Depth to ground water........................
a •-------••-----------------..............=.................................................................................................................
Descriptionof Soil..................................................................................
x
U Nature of Repairs or Alterations—Answer when applicable-----------------/oo4..-- ` .,�C�._ ------
- ------------------•-•-------•-•------------------------------------------•--------------••••......-•-----•--•.......-------------------------••-•-•-----------------------------.......------••-------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Complian has bee sued Abyeboard of health.
Signed .. ....-.. �i�- - ---- ---- ---------------------- - ?..-.P' �.1... .
Date
Application Approved B ,n....... . r
Y �---. .........................................................
Application Disapproved for the following reasons: ...
........................................... ... ................
-------------------------------------------------c-. -- --..----.----.---- . ..---.----........... ............................. .........-................................... ................................
Permit No. / ..-.1---/ c�yr----------------------- Issued ........................................................
Date......
Date
THE COMMONWEALTH OF MASSACHUSETTS
,o BOARD OF HEALTH
LE
TOWN OF BARNSTABLE
Tertifirate of 01pIIntplianre
THIS 1 TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
G/.. . J � ... \\ - ...................by .. .. -- Installer
at ---.......... /..... - ---a. 0 ? - ------ ...................................................-------------....------------
has been installed in accordance with the provisions of TITLE 506f The State Environmental Code as described in
the application for Disposal Works Construction Permit No. .-.-. .. ...-.......11.7......... dated .............:..................................
THE. ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE. -j----- ----'.�r--------------------------------------------- Inspector _
y -
ti
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Dispos Noma Tonstrurtion Verntit
Permissi n�i) hereby granted........... ------ ..�.-g-...... ...... ..........................................•--.................---..........
to Construct or Repair an ndividual Sewa a Dis o;� System
atNo.............��..Tz.._... � .--. N .........................................................
Streeyr
as shown on the application for Disposal Works Construction Permit No<�/K/lP... Dated..........................................
...........................................
............••---•.......--• .. _
Board of Health
DATE......•-------...-•---•-------•...............•-------
---.---- �
FORM 36508 HOBBS&WARREN.INC..PUBLISHERS
8• , HYANNIS
o 0
� o
oRpU1E 28
LOCUS
i
W o
92.16' t (�
LOT 37 { i
AREA = 10001 sf+—
' I LAND COURT PLAN 35404—A i .
W� A,SP MA.P272 PCL 95 LOCUS MAP
Y
n -+ 0 W LOCUS INFORMATION
EXIST. 1,000G O Fq SEPTIC TANK -062
II X / TITLE REF: C108504
62\ i 0 i/ PARCEL ID: MAP 272 PAR. 095
71 7 (1/ PROPERTY IN ZONE II
bi
z Z ;E
� L>Li r
10. SEPTIC SYSTEM
WATER LINE
REPAIR PLAN
a LOCATED AT:
61
0
65 BUCKWOOD DRIVE
�!LP ------
HYANNIS, MA.
PAVED DRIVEWAY 0 PREPARED FOR
STANLEY & MARY WONG
p�` I MARCH 23, 2016
11 ft i `� 1 11 ft
---
POND
DARREN M. ✓+
6 0 f 25' YE
N 1 0
-- - -- TP-2
60 90.84' SANITAR\P�
3 23��1 b
PLAN BENCH MARK F, SCALE: 1"=20' MEYER & SONS, INC.
SCALE: 1 in = 20 ft PAINT(3) ON LEGEND P.O. BOX 981
BULKHEAD CORNER
0 20 40 PROPOSED CONTOUR
62.69 - � EAST SANDWICH, MA. 02537
BARNSTABLE GIS DATU ® PROPOSED SPOT GRADE
0 10 20 40 PH: (508)360-3311
EXISTING CONTOUR FAX: (774)413-9468
I + 96.52 EXISTING SPOT GRADE
meyerandsonsinc@gmail.com
W- EXISTING WATER SERVICE
a TEST PIT SHEET 1 OF 2 J#1809
ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
FOUNDATION BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
(Existing) = - FINISHED GRADE (61.0)
63.28 F.G.EL: 62.2 F.G.EL: 62.1 F.G. EL: 611.0
'A�- MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
:Q 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
F.G.EL: 61.90 DOUBLE WASHED STONE
. •a� '`� STONE OR FILTER FABRIC
6 w 4" SCH 40 PVC
4. i
10"t ®®®® O ®®®®
14' s" @ S= 1% MIN. ®®®EDEDED ®®
TEE'S ARE TO BE INV.59.00 ) ®®®®®®®®®®®
4" SCH 40 PVC 2 EFF. DEPTH ®®®®®®EDEDE
INV.60.60
INV.58.8 4' 2 X 8.5' 4'
r GAS -�
a, PROPOSED DB-3 EFFECTIVE LENGTH = 25'
EXISTING OUTLET BAFFLE DISTRIBUTION BOX
�..- INV. 60.85 INV.' ELEV.= 57.70
EXISTING 1 ,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON P���` �F MAssq BREAKOUT
OUTLET TEE AS MANUFACTURED BY �y
TUF-TITE, ZABEL, OR EQUAL D.,M / TOP CONC. ELEV.= 58.70 ELEV.= 58.70
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 140 " INV. ELEV.= 57.70 �®®' 0 ®®
PIPE INVERTS PRIOR TO CONSTRUCTION Ell®®®®®®
®®ED®®®®
2) D-BOX SHALL BE SET LEVEL AND TRUE TO '�fG/SiE� ®®®®®®®
GRADE ON A MECHANICALLY COMPACTED SIX S4NIT00 BOTTOM EL.= 55.70 ®®®®®®®
INCH CRUSHED STONE BASE, AS SPECIFIED IN z�23 3.75' 5 FT. 3.75'
310 CMR 15.221(2) J
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK EFFECTIVE WIDTH = 12.5'
WITH 1500 GALLON SEPTIC TANK IF FAILED, T.
SEPTIC SYSTEM PROFILE I
SEPARATION 6.00 F
DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOIL ABSORPTION SYSTEM (SECTION)
4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 49.70
GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER)
GENERAL NOTES: SOIL LOGS P#:149135 DESIGN CRITERIA
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOOM
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: MARCH 21, 2016 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: MIN/IN
X
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVE STANTON, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. x 3 BR DESIGN FLOW: 330 G.P.D.
TO INSPEC71GN NEER GARBAGE GRINDER: NO
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK:
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Elev. TP-2 Depth 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK
ENGINEER BEFORE CONSTRUCTION CONTINUES. 61.0 0" 60.70 0"
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FILL FILL LEACHING AREA REQUIRED: (330) = 445.94 S.F.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 59.0 24" 59.45 15" •74
THE CONTRACTOR R OWNER O NOTIFY THE LOCAL BOARD OF A LOAMY SAND A LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, 10YR 3/2 10YR 3/2
7. WATER SUPPLY PROVIDED TOWN WATER SERVICE. 58.75 B 27' 59.12 B 19' STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
8.ALL AREAS DISTURBED DURING
G CONSTRUCTION SHALL BE RESTORED LOAMY SANG LOAMY SANG
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 1OYR 6/8 10YR 6/8 BOTTOM AREA: 25 x 12.5 = 312.5 SF
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 56.5 C C SIDE AREA: 25 + 12.5 54" 57.70 36"
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ( ) X 2 X 2 = 150 SF
CONSTRUCTION. TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
10. EXISTING LEACHPIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. MEDIUM SAND PERC ® MEDIUM SAND
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 2.5Y 7/4 EL., 56.40 2 5Y 7/4 DESIGN FLOW PROVIDED: , 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.fD.^req'd
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PROPOSED SEPTIC SYSTEM UPGRADE P LAN
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 50.0 132" } 49.70 132" 6 5 B U C K W O O D DRIVE, H YA N N I S, M A
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. <2MIIN/INCH IN "C" SOILS
15. ALL PIPING TO BE 4" SCH 40 ® 1/a"/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Prepared for: Won
Engineering and Survey by: SCALE DRAWN
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am Icurrently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM
to conduct soil evaluations and that the above analysis has been performed by me consistent with the Po BOX 981 SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. EAST SANDWICH,MA02537 DATE CHECKED
508-362-2922 03/23/16 DMM 2 of 2