HomeMy WebLinkAbout0129 SADDLER LANE - Health 129 Saddler Lane
West Barnstable
A= 151-079 '
TOWN OF BARNSTABLE
LOCATION i at Sca c"O\ L N SEWAGE# 20 I LI
,,.VILLAGE ASSESSOR'S MAPS&PARCEL-
INSTALLER'S NAME&PHONE NO.�tjx)4 S A _7 fbw N I_n1 Cv
SEPTIC TANK CAPACITY i5�i N c
LEACHING FACILITY:(type) 56o awl 0.3 H-:2o C VIcdh (size)
NO.OF BEDROOMS 3
a
OWNER
PERMIT DATE: 12- 2 G 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 S I 1 rOUJJQ
Aovt-2 3
o p s8,7
13
I - s3
e
f
No. t i�W Fee /j C
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Nphration for bisposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. /Ag Sacd [rr Go Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel Z j] C. "j
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
QitJl9' V r ^ C oo-- ! L N f!v`e Ct// N c4bllC
Type of Building:
Dwelling No.of Bedrooms Lot Size /q, 3 U 7 sq.ft. Garbage Grinder( )
Other Type of Building ors/U,t/Q l No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) -5 U gpd Design flow provided 3 yeo ,7 gpd
Plan Date 12. - Number of sheets �, Revision Date
Title
Size of Septic Tank Gyl st/NC Type of S.A.S. 2- S497 5C.A vO ClAc UetS (g35*-45 kyq- j
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Ai&A,,�rys W L�� L4 I
C*
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.
Signe Date / �C• - ! `/
Application Approved by Date ZG Zv>
Application Disapproved Date
for the following reasons
Permit No. onq �0 Date Issued
kds.
No. ` 1 i�W x Fee $/
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for Misposal 6pstem Construction jermit
Application for a Permit to Construct 4U ade Abandon pp Repair( ) p ( pgr ( ) ( ) ❑Complete System [:1 Individual Components i
b Location Address or Lot No. /A Y '5qdd I pf L N Owner's Name,Address,and Tel.No.
WcSF 130fA ^
Assessor's Map/Parcel /5 _ S U✓U
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
i'
rn-)Y r'd/ %v tt,��(
Type of Building:
Dwelling No.of Bedrooms :?2 Lot Size /'j, 3 U 7 sq.ft. Garbage Grinder( )
Other Type of Building rr51JrN fla l No.of Persons Showers( ) Cafeteria( )
Other Fixtures
R
Design Flow(min.�required) -5 gpd Design flow provided 3 yy, ,l gpd
Plan., Date Number of sheets 7, Revision Date
Title `1
Size of Septic Tank Type of S.A.S. 2 S Co gctOrya r 6iC 6,0fS
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t,tx1 U 1 �.. 1 0C> ct G `O N r�A vM 60ys LI
S t O ry`P cw� A.)tic A) � -Ali OTC
Date last inspected:
Agreement: n,
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.
Sign d f Date C, -
- Application Approved by Date z u 7.015(
Application Disapproved Date
for the following reasons
Permit No. o�yq 5py Date Issued �(
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS j
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( tl�Upgraded( ) 1
Abandoned( )byG t ow N T ry C
at 19 cr S.u(r r��rf V N V c,ko�1G has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No y' �� dated Z/1?V, 1---0j i{
Installer,�,`,- % A C Designer CND,, ,e r✓I-v (,J�i1t5
#bedrooms -1. Approved design flow :3 3r> / / gpd
The issuance of this perm�Wa not be c nstru6d as a guarantee that the system wirMfiinci1 designe .Date Inspector /jjr/4 0�
IIuC ------------------------------------------------------
No. 1 l J Fee loo
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal *pste onstructlon Inermit
Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( )
System located at /a c( &r)d le/ I—A) (�Jp 5 f �u/N5�4 ✓�7�
and as described in the above Application for Disposal System Construction Permit. The applicant recognized e 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 pe t.
Date '` �� ��� j�1 Approved by
t i
E ToN n fBarnstable
Op ZHE Tp� I i
Regulatory Services
xn g Richard V Scah, Interim Director
STAw „
z�aems' Tho as.,i-cKean,Dir•eetor
200 Main Str-*-A,Hyannis, IAA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer Desi�m lei-'Certfflcation For
Date: 1 SevagePermitg Zot�f,—_APO Assessor'sMapTarcel 151 -701
Designer: . #f: . ,�, �� r�� Installer: iZir a JJ n, (,L.
n
Address: i �' CA�o r s��t Address:
(
MVi- °z ro�u( C t„44e -A Z(qc. 2.
on 1 �- 'L'b � � j �' Q'"✓� ��!` -_ was issued a permit to install a
(date) (installer
septic.system at 129 5 cj ,,r L ej)V---/?.tl-it 5AAased on a design drawn by
(address)
�5 n fir- rtS dated
(designer)
i
_ l certify that the septic. system ref'wenoe,d above was installed substantially according to
the design, which .nay include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
,were fotwd satisfactory.
l certify,that the septic system referepped above was installed With major changes ,( . ,
greater than 10' lateral relocation of the ,SA,S or any vertieal relocation or any co n.ponein
of the septic system) but in accorda=c with State &Local Regulations: Plan revision or
certified as-built by designer to follow,' Strip out (if required.) was inspected and the soils
were found satisfac1tory. M y
T`certify that the t.,ferened-above vas coiistrti a� ' " with the terns or
the AA approval-letters (if applicable)
No.33101
(Installer s Signatsire)` TS `W
ra g/ 1'1VAL C' q��^
{1Designex.'.s Sigvatur�) (Affix Designer's Stamp Here)
?LEASE`-R-ETUI N TO 13ARli�STA 3:LE PUBLIC EEALTH DIVISION. CERTIFICATE
OIL' COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM ADD AS-
BUILT CARD ARE RECEIVED BY THE BARI�IST'ABL'E'?UBL•IC i EALTLI DWISI0N
THANI£YOU.
QASepticlDesiper Certification F6..=Rev 8-14-13.doc
r
4
Town of Barnstable P#�TMF —
,�Y�' c Department of Regulatory Services
Public!,Health Division sion��� Date
200 Main Street Hyannis MA 02601
Date Scheduledifl Tim --�
M e Fee Pd, f D
Soil Suitability Assessment for Sew Dis os
Performed By; Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address ftct
5+0
p Q q_ U Owner's Name s —� (`V%
t
9a�ats �le Address
6
i.e- K/k
Assessor's Map/Parcel: i 5 1 _,6 �� Engineer's Name
NEW CONSTRUCTION Pe�
REPAIRS•�X:, Telephone# S n °, � ,Y"
Land Use r
Slopes M Surface Stones lvc/L.
Distances from: Open Water Body y ft I Possible Wet Area ft Drinking Water Well
Drainage Way f Property
y Lme --7-Q 3d
ft Other
ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands t'n proximity to holes)
.Z
Parent material(geologic) Depth to Bedrock to
Depth to Groundwater, Standing Water in Hole: A664= Weeping from Pit FACE, Afl a—
Estimated Seasonal High Groundwater i�?♦ ��I
DETERMINATION FOR SEASONAL HIGH WATER TABLE
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 _ m ft.
Index Well# Reading Date: index Well level,. � Adj.factor,,,,,,, Adj.Groundwater Level
PERCOLATION TEST' bate w,_,_,..,e, TimeObservation
Hole# O✓t +t LR Time at 9"
Depth of Perc 50
7 Time at 6"
Start Pre-soak Time @Time(9"•6")
End Pre-soak
Rate Min./Inch. •L 2 {M�✓� ,/('1
Site Suitability Assessment: Site Passed 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:\SEPTIC�PERCFORM.DOC
i
DEEP.OBSERVATION HOLE LOG Hole#,_I
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders.
Consistency. Gravel)
�a6 -!`�`� Cz r/Lt S�w✓I 7 -y7/3
• i •
DEEP OBSERVATION HOVE LOG Other
Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil O
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
61
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture 1Soil Color Soil Other
Surface(in.) (USDA) !(Munsell) . Mottling (Structure,Stones,Boulders.
Cnsistency,%Gravel)
1
I
I
DEEP OBSERVATION HOLE LOG l Hole#
Depth frorn Soil Horizon Soil Texture Sol Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consisten
i
j
t -
Flood Insurance hate Man:
I
Above 500 year flood boundary No— Yes
Within 500 year boundary No—Al Yes
Within 100 year flood boundary No--.�— Yes
Denth of Naturally Occurring Pervious Material f
Does at least four feet of naturally occurring pervio s;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 (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 t 'ng,expertise and experience described in 10 CMR 15.017.
Signature Date
Q;\.SEPTIC\PERCFORM.DOC
ASSESSOR'S MAP N0.$S 3-" PARCEL
CAT ION SEWA G E PERMIT NO.
-, I L L A G.E �
I N S T A LLER'S NAME A ADDflESS
\Q,
i ' S U I L D E R OR OWNER
DATE PERMIT ISSUED 3 ��
DATE COMPLIANCE ISSUED% kF
Nc-
�• �3L
��`�d 155
No.......... ....... J FE .... .............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD I I 1ALT1
........... W. .......OF......... . ... . . ...............................
Appliration for Disposal Workg Tontitrudi on rjertnit
Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
System I at: Lo-c lz* e,->APD� b.-lAe-_�62 * 9?tmse.............•.... •..... .....................................................jvmt................................
ocl��nAddr.ess No.
................... ...........................................
.............
n , r.. — P--
A/ .4
............................ ........... ...............
...........
Installer Address jj
Type of Building Size Lot.. . .........4...Sq. feet
Dwell in —No. of Bedrooms........... Expansion Attic Garbage Grinder
------------------------ 00
Other—Type of Building ............................ No. of persons............................ Showers Cafeteria
Other fixtuU•-
.......................... J;M7--------------------------------------------------------------------------- ........................
...........
Design Flow..............LkJ ..............gallon per4mmat,- r Total daily ow................?... ................ long
le 4
Septic Tank—Liquid*capacitylW.4.).gallonss Length..�VP.f'&...'Width;. 7.*... Diameter................ Depth .
�j ..
Disposal Trench—No..................... Width.................... Total Length.............I...... Total leaching area..-.,, sq. ft.
Seepage Pit No. Diameter.......10.... Depth below inlet......&........ Total leaching area..
Other Distribution Z :)n I x Dosing tank
0.4 . ............
Percolation Test Results Performed by.............I?.....P,4.6. ....... ... .. Date.... .... ...
Test Pit No. I....Results
per-inch Depth of Test Pit.. Depth to ground water......
Test Pit No. 2....:...........minutes per inch Depth of Test Pit.............._..... Depth to ground water....._........_.........
............
0 ..................
Description of a....C(2-!-------- =.&-o......
.......................................................................................................................................................................................................
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'AITLZ, 5 of the State Sanitary e— ' he n ersigned further agrees not to place the system in
Sanitary
e— ' he n ersigned further
f
operation until a C to f�Cmpliance has b n e by and of health.
gn- .........................
6 Si ed . .. .. ................................................. ...... ....
...... ...................
...... ...... ......... ..........................
VIE,
�Appli"oroved B ........................
Date
Application Disapproved for the followi g reasons:.................................................................................... ......................
........................................................................................
............*............................................................... .._....Date.............:
PermitNo....................................................... Issued.._............................_.. . .........
....................A.r..... .
Date
-- ------- - -- - - - -- - - f"",
r
..- . 7'1
NO... , . ,-ti, � F:ca..................._....w
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Appltration for Disposal Works Tonotrurtion Veruttt
Application is hereby made for Permit to Constructs ) or Repair ( ) an Individual Sewage Disposal
System at: f ,-
Location•Address / r I of No.
W �1.� �� .� ��.._..._.................... ......... ........................................
. _ � .--•..__................._......._.....
/ Installer Address
Type of Building Size Lot...:... .-.l.-Sq. feet
' U Dwelling—No. of Bedrooms.._........ ........................Expansion Attic ( ) Garbage Grinder (,?
7
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
4 Other fixtures ..................................... : ..................•--••...._.._...._._._.._.......-• .........................
Design Flow............... _ gallons r rson> er day. Total daily flow_..........��'.�'5. ......."..gn .' ,�..... -•-Z'a Pe ape p may. l y�+ ... gallons:
WSeptic Tank—Liquid capacity k0-gallons Length_ ?... Width:.'.�`___Aq .. Diameter________________ Depth t_
x Disposal Trench—No..................... Width........................ Total Length.............y..... Total leaching area........ sq. ft.
3 Seepage Pit No.....__ .........._.. Diameter_.._...!!!" .. Depth below inlet............... Total leaching area..��°....�sq, ft.
z Other Distribution box O, Dosing tank ( )
Percolation Test Results Performed b Te` � t �.�' � 1 " 1 i
�..�.:
71
Y ...-.:....- ••-•- ••--• •--•-_..... Date...............••••-
Test Pit No. I._.. minutes per inch Depth of Test Pit... .`t Depth to ground water.....��
44 Test Pit No. 2................minutes per inch Depth of Test Pit....._.............. Depth to ground water........................
---- ------ ----- --- _
O Description of Soil.. ' ��...1 A. �).� %/�G`.....�-1`�f��y /' I_F��� ���:�� �i< K Irk- �.
tr I --• ........
...............::.....
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 AITL 5 of the State Sanitary Code— The n ersigned further agrees not to place the system in
operation until a Ce to of C mpliance has been i � by and of health. /
?ApCSg -� . ... .......................................... .. �. ...Date.
A li tionroved ...__.._. . a �+�.. --- •__•.._PP
�. . ;..,,. ... r..............:...... ,.....
Date
Application Disapproved for the following)reasons_...........................................................................................................
_..
................................•--_•---•••----•-•--••--------•-•._....•--........_............___••--•••.___----•------.._.._.._....._........._.._........__._..........._-_______._..................:
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD;; F HEALJ�H
/ .. /..........OF.... .�'.. ��/ .1.. .. j'..: ...................
Grufxratr of. Touts hattrr
THIS IS/TO C,E�TI Y, at the Individual Sewage Disposal System constructed (� Repaired )
by.............. 1Z!-- . ... ._... .................• ..................�.......
at............................
L_ .7 ..........
Ins P
. '' . :%'?!1.J . '.2:....... __...._.....d—).......... /-...................................
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
Zkapplication for Disposal Works Construction Permit No....... 'A' / O.......... dated....ra". � ._�/'y..................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
c if l• C' •.. ............. Inspector.
.....--••...............
DATE........
!DESIGNING^1 Tv _ .�� ENGI
Y � f > J—Oo 4 TDG THE COMMONWEALTH OF MASSACHU8MVkLLATION NEER MUST SUPEFivNG
BOARD HEALTH THE AN AND CERTIFY IN WRITING
I' YSTEM WAS INST
j TO PLAN, �ED IN STRICT
'6 _ q0o CENo........................• FEE.......••.._-_.......
..
�iorosttl or �unotrurtioprutit f� '�,v v"
Permission is hereby granted.......... � � .__:. �'�.....� _:._4c�!_._.y1.....................................................................:. t
to Construct ( /R ( n In Pvid jaI Se_w ge Dispo ystem
at No.................... �`�� j •-'=- Lt.� . 1 ..r .... S I ....`- ..........................................
... '
-. Street
as shown on the ap lica ion for Disposal Works Construction Permit No . ___... Dated.___. ._ ..�_..s .............
.........................'__._. - �'
9 '..�--------------•-
-� p .. Board of Health � �•�
DATE..._...._...••• . .. ...................................................._�.
-7 3
v
go- Kj •"'i.
�oT `74
u o0
JOB # 85-309
•CEP T I F I ED PL D T PLAN
-- PREPARED FOP:
LOCATION: L-74 SADDLER LN . BARN .
SCALE: 1=40 DATE 9/17/86
REFERENCE:
PB 420 PG 97 LEBEL / SOLLOWS
I HEREBY CERTIFY THAT THE BUILDINGS
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON.
BUILDINGS CONFORM TO SETBACK REQUIREMENTS TOWN WHEN CONSTRUCTED.
OF THE i OF Ml�ti
�� s. AARNE.o ,r
H.
OJALA.
down cape engineering 90 126348o
' �' EC�St
CIVIL ENGINEERS Fs/ogAL M
LAND SURVEYORS /
.. .
ROUTE'::6A , f ' YARMOUTH '; S ':MA 'DA E REG t... ND SURVEYOR. T..
w
362-4541
926 main street
yarmouth
mass. 02675 down cope engineering
civil engineers&land surveyors
structural design
Arne H.Ojala P.E.,R.L.S.
land court Richard R.Fairbank P.E.
surveys
October 7, 1986
site planning
Board of Health
sewage system Town of Barnstable
designs South Street
Hyannis, MA
inspections Gentlemen:
On October 6, 1986 Down Cape Engineering inspected
permits the septic system on Lot 74 Saddler Lane, Centerville:
The construction complies with Mass. Environmental
Code Title V and the Barnstable Health Regulations.
Please see enclosed "As Built" plan.
Very truly yours,
Arne H. Ojala, P.E., R.L.S.
Inspected by Carol Young
AHO/amp
31/1007
LEGEND N
-- 98 --
EXISTING CONTOUR
6
N 41•28'32++ E x 100.98 EXISTING SPOT GRADE
\\ \\ 32.541 106 PROPOSED CONTOUR Sep,
106 PROPOSED SPOT GRADE
U UNDERGROUND WIRES TRO NGe
LOT 74 \ \v/ G EXISTING GAS SERVICE LA g' DERBY
\ 19,307±SF �\ W EXISTING WATER SERVICE a o0�0
166,51 \ TEST PIT o ° S pERGHEROS
MBL 151 -79`
\\ SITE
BENCHMARK o
o'
APPALOOSA
WAY
HOLDER LA
GARAGE S R°' PREA 14ESS j0E THOMPso
DECK " LOCUS MAP
EXISTING NOT NOT TO SCALE
GENERAL NOTES:
HOUSE(#129)
ro T.O.F.=166.2E : PAIiEO;. ' � g 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
pr Q BOARD OF HEALTH AND THE DESIGN ENGINEER.
ORII7E Y' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
�162,C�/ r;' (n OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
i LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
W �7LZl
S -` __ W -310 CMR 15.405(1)(b):
- nv 8 80 161, 9 166,16 4 � 1) A 1' variance to the 3' maximum cover requirement, for 4' of x
_ p max. cover. S.A.S. shall be H-20 and vented.
P 1$8.8 160. ——— — ` ' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
as -/• \ ,_ - 0 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
/ 0�'.. BENCHMARK DESIGN ENGINEER.
m 3�9 60 — _ 60_276....-.:: m
PLA ER LT OUTSIDE COR. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
sa J FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
G x 159,35 ��——` BOTTOM STEP ENGINEER BEFORE CONSTRUCTION CONTINUES.
EL.=166,16 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
�g 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
x�1158 1 _, ��, THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
15 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
v , —1
7 5A,0-4——— EXISTING SEPTIC TANK 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
—-'5,&— !`' TOP OF TANK, EL.=158.20
/ 156,01 155,80// INV.(OUT)=156.87E 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
o 0 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
/ 54� / / EXISTING LEACH PITS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
a 54, 25 DIRECTED BY THE APPROVING AUTHORITIES.
, F� 'rd •' \ x -f52.23 CONTRACTOR SHALL PUMP,
21 .•P :.; / // x 150,48 FILL WITH SAND & ABANDON 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
p / Ir
CONSTRUCTION.
lg� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
i " TP-1 152,41 .; j �' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
NOTE.' / 153.37 �' / /^�• 148,01 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
LAWN IRRIGATION VEKIT iv 3 n / / / I 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
N PLACE / I `� `` 147.70 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
SYSTEM l X
1 1, 3 E B❑
5 6
132.00 �•`.:•'.":."'�. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
X -L 4'2 N 36.1 9+1 2++ ;E•':., ;;. ` / I \`c\ OF MgSJq IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
u
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
PETER T.
i M°EEE
CIVILN 129 SADDLER LANE, WEST BARNSTABLE, MA
No. 35109
152,49 151,98 edge of pavement 150.65 149.88 147 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD .70 0 �'£GISZE�``� �F� Engineering by: SCALE DRAWN JOB. NO.
SARAFIN, LEE J & SUZANNE W SADDLER LA NE' S' �N Engineering Works, Inc. 1 =20- P.T.M. 230-14
129 SADDNER LANE
WEST BARNSTABLE, MA 02668 �1 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET. N0.
(508) 477-5313 12/8/14 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
L FINISH GRADE SHALL NOT BE < EL:148.9
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET HO GARAGE
USE
AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S.
PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3"
T.O.F.=106.26t
COVER SET TO 6" T GRADE OF FINISH GRADE FOR INSPECTION PURPOSES
F.G. EL.=162.Ot F.G. EL.=160.0t F.G. EL.=153.5t F.G. EL.=155.5(MAX.)
fMAINTAIN 29; 'GRADE (MIN.) OVER S.A.S.
h
�h.
L 38' L = 5' 'OO $�1 ro
® S=1� (MIN.) ® 5=17 (MIN.) rod
4"SCH40 PVC 4"SCH40 PVC Q ti
10" ®a O 6a W �'
14" B" 6BB6EXISTING as" uoulo aa MwLEVEL ADD jF0
4.8'INV.=148.67 PROPOSED INV.=148.50GAS INV.=156.87t DBOX IVE WIDTH = 12.8' '��.r�
INV.=148.40 001
EXISTING W/ INLET TEE 2-500 GALLON LEACHING CHAMBERS N
EXISTING SEPTIC TANK SURROUNDED WITH STONE AS SHOWN I PROP' S.A S.
H-20 RATED..
25'''�
TOP CONC. ELEV.=149.5t ty
BREAKOUT ELEV.=148.9 ®BeB SEPTIC. LAYOUT
NOTES: INV. ELEV.=148.40 seas
"2X
wes1633
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=146.40 "EFFECTIVE
w -INVERTS, PRIOR TO INSTALLATION. 8.5'=17.0' 4'
4' MIN. OF NATURALLY OCCURRING
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE PERVIOUS MATERIAL LENGTH = 25.0' rE
® ® ®®®
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED ,
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5 MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION ®®® ® ®®® I 37„
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=141.4 — w
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON NO G.W. 3/4 TO 1-1/2" DOUBLE CV > ®®® ® ®®®
OUTLET TEE AND REPLACE IF NECESSARY. WASHED STONE Z
3" LAYER OF 1/8" TO 1/2"
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 102"
(OR APPROVED FILTER FABRIC)
SOIL LOG 4" KNOCKOUT
DESIGN CRITERIA 20" DIA. COVER
DATE: OCTOBER 30, 2014 (REF#14,527)
NUMBER OF BEDROOMS: 3 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 4" KNOCKOUT I--," 4" KNOCKOUT 580'
SOIL TEXTURAL CLASS: CLASS I WITNESS DONNA MIORANDI R.S. HEALTH AGENT
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH
(0.74 GPD/SF LOADING RATE) 154.2 0 153.4= 0014" KNOCKOUT
DAILY FLOW: 330 GPD FILL t FILL
DESIGN FLOW: 330 GPD 153.2 A SANDY LOAM 12" 152.4 A SANDY LOAM 12
GARBAGE GRINDER: NO 152.7 10YR 4/2 18" 153.1 10YR 4/2 16„ 500 GALLON CAPACITY, H-20 LOADING
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF B SANDY LOAM IB SANDY LOAM.74 GPD/SF 151.2 CHAMBERS
10YR 5/8 10YR 5/8
36" 150.4• 36"
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C1 (Cl N.T.S.
SANDY LOAM SANDY LOAM
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS t49 2 10YR 5/4 60" 148.4� 10YR 5/4 so" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES C2 C2
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES F—M SAND F—M SAND 129 SADDLER LANE, WEST BARNSTABLE, MA
�
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. 2.5Y 6/6 2.5Y 6/6 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. COBBLES & BOULDERS - ALL SOIL HORIZONS Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:.................................... ....................471.2 S.F. 142.2 L 144" 141.41 144" Engineering Works, Inc. NTS P.T.M. 230-14
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471 •2 SF) = 348.7 GPD NO GROUNDWATER, PERC RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
REF. PERC 12/5/85-(P#5071)SOILS CONSISTENT WITH RATE (508) 477-5313 12/8/14 P.T.M. 2 of 2
2o'MIN. TONN OF �� (FAS5E55ORS MAP LOT
TOP of �O';1iN. ZONING : �1F
FOUND. 5ET8ACKS: FRONT� 7-65,oE5=75�REAPR .S�
SEPTIC TANf44-17 1�jD15T. r30XtE--- - -LEACyING FACILITY ,
15_7�'
I �• GAL. , I >�. �o x 0 0 0
Zt i - Z
IGO L,07 73
40
OLH-Lel- 6EJL� 7
SECTION- 5ENA6E
TEST HOLE LOG S -6971
FOR
DATE . ITT PERC.RATE LZ FLOW RATE 10 GAL./DALao
YJ& �,! ID -r'~.,• z I�j% 'l dj�7 ♦ +�°
5EPT1C TANK ;*3J (,,cj)
-RE `o. SEPTIC TANK
��
L EACH/NG PAC I L I T Y VA
SIDE WALL t2471,2 G/D
1II — TOTAL ffa Z-Q 5F 6Aq
L CACHING EEL
NI. NOTES �.
75
— 5 'p — 1. DATUhf(M5L)t TAKEN FROM QUADRkNGL6 h/AP �— �` / .• /
2. MUNICIPAL WATER �� AVAILA13LE
I
DE51GN LOADING COR ALL PRECAST rs;hAS140-ZD-44
Q.
JOINTS SHALL BE MADE AlA7ER 7'16147,
CO1II5TRUGTIDN OE TAILS 70 BE IN ACGORdANCE WITH
CON".OF MA55. 5rATE ENvicrONMENTAL CODE T!r[E
�0 6. TN15 PLAN FOR PROPO5E0 (WORK ONLY AND SHOULD t4oT
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f �Jv� F7: y ����7.'%�('� P R Y LN. 5TAKING.
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LAND SURVEYOR-5 (PROP)--a -- REFERENCE.
s�/ L-S- zG CONC.BOUND CB PREPARED FOR:
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, TEST HOLE �1.
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APPROV ED,: DAT E