HomeMy WebLinkAbout0082 LOMBARD AVENUE - Health (2) 82 Lombard Avenue
West Barnstable
A= 155 - 015
i
r
— TOWN OF BARNSTABLE
LOCATION . .4 R'I't 0 SEWAGE #
VILLAGE ki G°'a/u''-��� `�' ASSESSOR'S MAP & LOT/
INSTALLER'S NAME&PHONE NO. Pos-rv.«` ��►'
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)�'�� gr�.7's N 1� (size)
NO.OF BEDROOMS I
BUILDER OR OWNER Joftif"n. .
PERMITDATE: / _, 0 -42,� COMPLIANCE DATE:I-��
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
A
t5c �
VA ,/ '
No. Fee
THE COMMONWEALTH OF M SACHUSETTS Entered in computer:
Yes
{ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYication for Migogar *pgtem Construction 3permit
Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot No.G 2 L.G m 8 n n-0 Avc- Owner's Name,Address and Tel.No. C6N NZ C FSTLC,_-w
Assessor's Map/Parcel W' -his TA�3LS MA- 06 4 8
F- 1
Installer's Name,Address,and Tel.No. pg;Td-Mr,- jZ_X c.rav M-T t C esigner's Name,Address and Tel.No. y yZ fir,��, �ti orL,es
t?c) -RL,4 12,P9 !ayr&ST C ate, fit W 17- CO- C.aZSSG1s1--D f0nbS-pVbZs nova
02G 51 (5®0 -531
Type of Building:
Dwelling No.of Bedrooms.— Lot Size 2-5, 556 sq.ft. Garbage Grinder( )
Other Type of Building SINUS m it-Y No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 331 gallons per day. Calculated daily flow gallons.
Plan Date -Z'Z-6 Number of sheets Z. Revision Date
Title
Size of Septic Tank 500 el a P6esit Type of S.A.S. FIT.J) 13 x 2-5 500e��HAMBg �
Description of Soil S'C�U Sail_ 1,�� cam+
Nature of Repairs or Alterations(Answer when applicable) U?&1LAa"G c i:r S'Girr i C_
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
g g g P Y
in accordance with the provisions o_'Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been i u his and of Health.
Signe A v 17 Date
Application Approved by Date 0
Application Disapproved for the following reason
Permit No. Date Issued
_
/ '�� ( � % // �j Fee
foNovol VA
J � �v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
k Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZippYication for Mi0po!6ar *pztem Construction Permit
Application for a Permit to Construct( )Repair(V)Upgrade( )Abandon( )' Complete System ❑Individual Components
Location Address or Lot No.G 2 L o►.q 8 tl n-t7 Av G Owner's Name.PAddress and Tel.No. O6N Nl C Q t N
c,.,. .
Assessor's Map/Parcel � / C.
?Q 5t- 11
Installer's Name,Address,and Tel.No. pa 1 -Designer's Name,Address and Tel.No.C:K61
I�•o i3 12�R 1=�7YG� OnIL� MtO 12 W GRGSS�16L9 'FOYzs�SflAZ4Y MVO,.
oz� 3 0000 4-7 7- 5313
Type of Building: =
Dwelling No.of Bedrooms Lot Size 25, 556 sq.ft. Garbage Grinder( )
Other '"`--Type of Building Sj NVIX FAN iLY No.of Persons Showers( ) Cafeteria( ) '
Other Fixtures
Design Flow 331 S gallons per day.Calculated daily flow 3 1, Z gallons.
-Plan Date 1-ZZ 'f> Number of sheets t Z Revision Date
Title
Size of Septic Tank 1500 GI PQo po%st0 Type of S.A.S. F1f&-0 13 x LS 50U,-1 GHAN PFRS
Description of Soil STF Solt_ LGI� ors ►�-A*'
Nature of Repairs or Alterations(answer when applicable) V-P&ILA UG c>F S$;71 C_
Date last inspected: r
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 Certifi-
cate of Compliance has been i su hi and of Health.
.Signe n o il/ "1h%,AvA-T 1 ,^ Date 1-7-3-0
Application Approved by � � c} / Date
e �* Application Disapproved 6rtheL following reason / "
Permit No. Date Issued
————————————————————————— —i———'-—————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired Upgraded( )
Abandoned( )by lD ASTa fL;Za >=kc A v ►o�✓
j1
at 9,2 PV-Q AQT> W. Qp fl6L has b ,constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No - ated_
Installer PASTbl"E�> A—Ti cr— Designer - t VX-A-1 t:7'rt_l�S
The issuance of this permit shall not be construed as a guarantee that the stem 'I,unction a es ned:.
Date I .3 �o Inspector .!' w�!. ��_
No. 1 �` _ Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Mi5po.5al 6pgtem Construction Permit
Permission is hereby granted to Corstruct( )Repair(✓)Upgrade( )Abandon( )
System located at Z 1-OYkA 0ST)(LM7 Ave' UJ •
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Constru r ti n mu/be co pleted within three years of the date of this perm .
Date: // Approved by
02/01/2007 08:52 50847753113 ENGINEERING WORKS PAGE 01
Town of Barnstable
Q Regulatory Services
. Thomas F. Geiler,Director
Public Health Division
seWOO s,�`
Thomas McKean;Director
200 Main Street,Hyannis,MA 02601
Oftyee:. 508-862-4644 Fax: $08-790-6304
Installer&Designer Certification Form
Date: 1-31-0-7 Sewage Permit# 0-7 -Daq Assessor's Map\Parcel 1557— l S
Designer: � Installer: ats#pCC!`e. �KCOL004 Td�
Ad@Tess: . �'��c fi e~ Address: (`J. IarJX
on. _I- -31 -O �1 b CAVA ��,,`was issued a permit to install a
(date) (installer)
septic system at �Z t.0 o4 k m 4 A*, . �t based on a design drawn by
-� (address)
t M -f P� dated . �Z'� U 7
(designer)
—,*,,I certify that the septic system referenced above was installed substantially.according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
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
14 of the septic system) but in accordance with State & LocaI Re Plan revision or
certified as-built by designer to follow. Stripout (if require on and the soils
,r were found satisfactory.
PETER
NcVIL
o CIVIL '
(Installer's Signature) No. 35109
(Designer's Signature) (Affix Designer's Stamp Here
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DMSION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL. BOTH THIS FORM AND AS-
T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QAsapric\Dcsigncr Certification Form Rev 03-09-06.doc
i
�L qy w I3 ul JDUMStalDle
me
oa r� P#
Department of Regulatory Services `
Public Health Division Date 11A 141 6
ta7A 200 Main Street,Hyannis MA 02601
CEO tiM'1
Date Scheduled
Time /® Fee Pd /
Soil Suitability Assessment for S wage Dis sal
Performed By: Ap-q� M e.s
Witnessed By: 1158
LOCATION& GENERAL INFORMATION
Location Address (;7 Owner's Name ..
Address
Assessor's Map/Parcel: Engineer's Name M C
NEW CONSTRUC7YON) REPAIR Telephone# 5-(IT—4"1 7 --53)
Land Use S r�Q/)r}-i p� Slopes(9h) 2 Surface Stones
Distances from: Open Water Body 7 106 ft Possible Wet Area>1 G® ft Drinking Water Well ? G b ft
Drainage Way >1 UU ft Property Line !5- 3- R Other
f[
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands proximity to holes)
, V
8-Z
.+0
Parent material(geologic) 6ilk0*10L. 6U t`VJ0,J,-1 Depth to Bedrock 3 S rJ
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face N/ A
Estimated Seasonal High Groundwater > 3S l J —
DETERMINATION FOR SEASONAL HIGH WATER TABLE
V
Method Used:
��
Depth Observed standing in obs.hole: in. Depth to soil mottles:
Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Ail,factor—Adj.Groundwater Level z
Observation
PERCOLATION TEST bate II I Tim. tp ip
7i
Hole# e- Time at 9"
Depth of Perc Time at 6"
�«� a/ �j.
g a
Start Pre-soak Time @ 2O i 1 Time(9"•6") —.
End Pre-soak
Rate Min,%ch
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:NSEPTIMERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# t
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(im) (USDA) ,: (Munsell) Mottling (Structure,Stones;Boulders.
ConsistencLravel
SL. is 9-3)3
Co-7-1 is rZ .lio
C, si�-r tom . S/3
DEEP OBSERVATION HOLE LOG Hole# 'L-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
ns' tency.%Gravel)
A . L Lu lZ 3/`3
-22 �f3 la `f tiZ � -
22:4 G Sio—UA0-1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
C i to c Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistena,%6mian
Flood Insurance Rate Map:
Above 500 year flood boundary No_ 'Yes—
Within 500 year boundary No 9 Yes
Within t00 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? YC5
If not,what is the depth of naturally occurring pervious material?,
Certification c
I certify that on A. t L (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 training,expertise and exppe++rience described in 10 CMR 15.017.
Signature r ).14'. Date 11 11 1 0 7
LOCATION SE %7AGE P E P M I T N0.
_ ( 1
�Js �� 12V1 �P� �� � 3
VILLAGE t-"ip PK
A-lz 40
1HSTALLEA'S CIA ME 0 ADDGESS
0 U I L D E A 0 OW30
Vnn g (t.
DATE PERC31T ISSUED /a_ c7- �� v
DATE COMPLIANCE ISSUED
L
C5 �-Q)
r �+
No.
= - -- - - Fee--------5- -
BOARD OF HEALTH
TOWN OF BARNSTABLE
AppfitationforVell Cori.5trutt ion Permit
Application is hereby made for a permit to Construct (Alter ( ), or Repair ( )an individual Well at:
----------------------------- --------------------------------------------------------------------------------------------
Location — Address Assessors Map and Parcel
W
----------------------
Owner Address
Installer — Driller Address
Type of Building
0
Dwelling --- -------------------
Other - Type of Building -------- No. of Persons--------------------------------------------------------
T of WellCapacity----- � YT---- --02'`_ __--
Type -
Purpose of Well--------- --antiG'�- ------------------
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
place the well in operation until a. e tifica of mpliance has been is by the Board of Health.
v
Signed—
da e
Application Approved B
date
Application Disapproved for the following reasons:-----------__________—------------------------------------_-_-_----------------------------------------
--------------------------------------------------------------------------------------- -- ------------------------------------
. �y date
PermitNo. -—ALl Z-----F-a -'---3_7—------------------------ Issued---------------------------------------------------------------------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate ®f (Compliance
THIS IS TO��CKRTIF�Y,, That the Individual Well Constructed ( ), Altered ( ), or Repaired�-
bY--------------Cam-==---- I-----St R 2t'c�-----------------------r--------------------------------------------------------------------------------------------------------------
Installer
at_ - - - - = t----- - -' ------- -------------------------------------------------
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. .Yt1__ a- ---Dated--------------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE----------------------------------------------------------------------- Inspector---------------------------------------------------------------------------------
N.--- ----- Fee- -�f3 ---
' BOARD OF HEALTH TOWN OF BAR.NSTAB LE'
Zppfication-*rVell Con truction3
Permit ,
` Application is hereby made for a permit to Construct (j/); Alter ( ), or Repair ( )an individual Well at:
Location — Address Assessors Map and Parcel
\-OGt CA
i L \fir, 4
Owner Address
r Via.\--- ---_-_ -- - ' - -� -} O L:)n�-'�_I_' r +Y,d
Installer — Driller Address
Type of Building
_. Dwellin \>� j Q'Q 'V k'l g-------
Other - Type of Building-------------\---- No. of Persons—
Type
of Well—=?owl-ciC Yl� !e�`T _-- _ .- �' 1 --
.; -- -- -- �--�---- ,.Capacity-__-_—____----------------_�______-------
Purpose of Well
Agreement: ,
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of.Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until a>Ce ificat of fompliance has been is ue'd by the Board of Health.
40` l � l + lea
Signed------_-------------------------------- —_----�------r---____-_
date
Application Approved By-----
date
Application Disapproved for the following reasons:
(� date
Permit No. ---�A -!-c�==---- �- ------------ Issued--___________ __—__—_____—_____—�_
date
x
BOARD OF HEALTH _
TOWN OF BARNSTABLE,
Certificate ®f Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired,(-\-)-
by-------- -'- "'! st sz' ?a'-'.r-- --
Installer --_ — —
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. ! -?P=3--2--Dated-----------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------------------------------------------------- -- _—_ Inspector-- - ___--- --- ----- - -
BOARD OF HEALTH
TOWN OF ,BARNSTABLE
Yell Con!5truct ion Vermit
No.II--99-:—3 1 Fee- - -----~
Permission is hereby granted--__ ____ _ __________.__________________________________--------__________________
to Construct ( ), Alter ( ), or Repair (,k-) an In ividual Well at:
No. —--------—— �,— r—�— —�"=/�1wVe��.*- -_-- - — .--I.(�, or_ i --- — -------------------------------
Street
as shown on the application for a Well Construction Permit No.-------------------------------------------------------------------------------- Dated------------"--=l -
, 1..___
� Board of Health
DATE----------. ------�z Board
r�
1 c LEGEND
w x.
559°59'30"E BENCHMAM NO. 2
7.491 ,/ STAKE/TACK SET R�iv � e
ELEVATION = 100.00 78 PROPOSED CONTOUR °qo ^x.fi sq
556 7E (ASSUMED DATUM) 79 PROPOSED SPOT GRADE co
�pG�..r,,.. 559°59'30°E ° �
350 N ¢�� a� �,
'� 46.56' ` ! 10.7T EXISTING CONTOUR of q�e°r LOCUS
--" CD TEST PIT
01 ® EXISTING WELL
r
+' 101,55 Church st
r
---( ",fit .. ......... OVERHEAD WIRES
99,47
APN 155 I / f �J•S �� " LOCUS MAP N.T.S.
/' �� O/
25,55G±5F (cal GENERAL NOTES:
ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
[ t 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
�..✓� f , ` OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL:
r / x% MODIFY IN:TERIOFt PLUMBING 'a A 1' variance to maximum cover requirement of 3', for 4' of
/ i�• III maximum cover. S.A.S. shall have H-20 units and be vented.
IF RE FOf CONNECTION 2) LOCAL REGULATION: 150 SETBACK REQUIREMENT-WELL TO S.A.S.
+ i C'r. T.....- -.....I.-
W • f } f �.-= � � � � A 14' variance, private well (subject site) to proposed S.A.S.,
n for a 136' setback.
§�6> O f �ti ` +� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
in co �•'� PROP. j - I `O d.� DESIGN ENGINEER.
�ST`ANKC�r 77
! gEP
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Z P 5�K �� .. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
;. I , �? '� ° ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
1000
SEWER OUTLE/T 1 M
�r•� ' ,INV1101.75r / / / .. 6. THE DESIGN ENGINEER 15 NOT RESPONSIBLE FOR THE FAILURE OF
•/r f / 0.N 82 �✓ // N THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
!.� ✓/ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
N ~\c� �F �9SJ 7. WATER SUPPLY PROVIDED BY PRIVATE WELL.
CNP � q�y� 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S.
7 �\ f O O ate T O.F a I O6 3G, ' ;' - o PETER T. EXCEPT WELL ON LOCUS WHICH IS 136' FROM PROPOSED S.A.S.
,, 3 / McENTEE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
r ..� ~J �_—___� / -/ p� o TO A CONDITION AGREED UPON BETWEEN OWNER A
+ � TP-,2 / / ~ „ / TM' �-' CIVIL E AND CONTRACTOR.
N. '%'r Y No. 35109 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
VENT 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
T'.-�01 % IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
x 102• 8 o % AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
tT �t1 �7 12, CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRITY OF EXISTING
f [ SEPTIC TANK PRIOR TO CONSTRUCTION.
0 ( ( 1 WETLAND DELINEATION
WETLAND DELINEATION IS AS SHOWN ON fL000 PLAIN DESIGNATION
i f I APPROVED PLAN ENTITLED "PLAN OF LAND Community-Panel No. 250001 0011 D
{ BENCHMARK NO. 14: i IN BARNSTABLE, MA", PREPARED FOR 48 Map Revised: July 2, 1992
LOMBARD REALTY TRUST, BY DOWN CAPE Zone "C"
/ MAGNETIC NAIL SET ENGINEERING, INC., DATED AUGUST 29, 2006.
ELEVATION = 103.27
(n DEP FILE NO.SE3-4568
(A55UMED DATU10)
PROPOSED SEPTIC SYSTEM UPGRADE
82 LOMBARD AVENUE, WEST BARNSTABLE, MA
�o o _... _—t.. _ .. 530°W !
-- 1i Prepared for: Dennis Brown, 82 Lombard Ave., W. Barnstable, MA 02668
0 OF
Q JO r Engineering by: Surveying by: SCALE DRAWN JOB. NO.
255-06
� 30 �� En lneerin Works HOOD SURVEY CROUP
LOMBARD AV -' - _ m..__ ._ ._. s s ,"=20� P.T.M.
AVENUE
l f 1� 7 11 -11-West Crossfield Road 18 Route 6A
V v ��p /0 Forestdale, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO.
?d (508) 477-5313 (508) 888-1090 1/22/07 P.T.M. 1 of 2
I
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
Q FINISH GRADE SHALL NOT BE < EL:98.5
T.O.F F.G. EL: 102.5(MAX.) FOR A DISTANCE OF 15' AROUND THE
EXISTING F.G. EL: 102.5%P(EXISTING)
(EXISTING) F.G. EL: 102.5tt TVENT PERIMETER OF THE S.A.S.
MAINTAIN 2% MIN SLOPE OVER S.A.S. 4" SCH 40 PVC PERFORATED PIPE WITH
SCREW CAP SET TO WITHIN 3" OF FINISH
INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 2-500 GALLON LEACHING_CHAMBERS GRADE TO SERVE AS INSPECTION PORT.
TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL 11 SIDES
INSTALL RISER OVER CHAMBER
rIINVI=100.25
' L =45' L=4. SHOWN ON PLAN AND SET COVER
0 PVC WITHIN 6" OF FINISH GRADE
6" 4" SCH 40 PVC 4" SCH 40 PVC
(MIN.) 2' LAYER OF 1/8" TO 1/2"
10" 14" 0 S= 1% MIN. 7"r
®®a�a®® DOUBLE WASHED STONE
(MIN.) ® S= 1% (MIN.)
ae" LIQUID aBaaa®g
e LEVEL INV.=99.37 INV.=99.00 2' EFF. DEPTH aaa6aiaEa / " /
r... 3 4 -1 1 2
GqS D-80X4S.2' 4' DOUBLE WASHED
BAFFLE INV.=100.00TIVE WIDTH = 13.2' STONE
TIE IN TO EXISTING 4
SEWER OUTSIDE HOUSE PROPOSED 1509 GALLON SEPTIC TANK INV.=98.00
INV.EL.=101.75t
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=99.00 -BREAKOUT ELEV.=98.5
PIPE INVERTS PRIOR TO CONSTRUCTION. INV. ELEV.=98.00 a®aea
®®aa ea®®ea
2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL a®®® ®®®e®®
AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=96.00 2 x 8.5' = 17.0' 3'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3
310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF F EFFECTIVE LENGTH = 23.'0'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION
AS MANUFACTURED BY TUF-T1TE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED z
BOTTOM OF TP EL: 90.9 (TP-1)
SEPTIC SYSTEM PROFILE
N.T.S.
(3) 5" DIA.OUTLETS
5.5" 16" 2" DESIGN CRITERIA
�- 0 11Z NUMSOILBER OF BEDROOMS: 3 BEDROOMS
15.5" 8.
s" ' DESIGN PERCOLATION RATE: 2 MIN./IN,
T SOIL LOG DAILY FLOW: 330 G.P.D.
H-10 LOADING 2" DESIGN FLOW: 330 G.P.D
-BOX DATE: JANUARY 11, 2007 (P-11,565) GARBAGE GRINDER: NO
KTA SOIL EVALUATOR: PETER T. MCENTEE P.E. LEACHING AREA REQUIRED: (330) = 445.9 S.F.
WITNESS: DONALD DESMARAIS - HEALTH AGENT .74
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
rEIEBEOERE3000000 O ®®®� -�"44 6 �' 'l TP-1 Depth EIey. TP-2 M h
Elev.®®®®®®® 37" 2�j„� 6)� T % // � ' 102.2 A SANDY LOAM ° 1U3.0 A SANDY LOAM °" USE 2-500 GALLON LEACHING CHAMBERS IN 5ERIES
®®®®®®® 1 `'r '" / 10YR 3/3 IOYR 3/3 SIDEWALL AREA: 2(13.2' + 23.0' X 2 = 144.8 S.F.
`t 6 44 J / ✓ I 101.7 6" 102.5 6" ( )
102" ��'' S PS' 3 �� B S2 SDYS OAM 29 8 SANDY
5/6 M BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F.
f � PROP 37.4' "- � 99.8 C1 1D1.2 C1 22" TOTAL AREA: 448.4 S.F.
W , SILT LOAM SILT LOAM
4" KNOCKOUT a. 1\ ,, 59.3 {'{ 5Y 5/3 5Y 5/3 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D.
20" DIA. COVER L .. 98.2 C2 48" 99.0 C2 48"
4" KNOCKOUT O/4" KNOCKOUT 62" 6.3.8, W 63.. PROPOSED SEPTIC SYSTEM. UPGRADE
4" KNOCKOUT
MED.SAND MED.SAND
75" 82 LOMBARD AVENUE, WEST BARNSTABLE, MA
2.5Y 6/4 2.5Y 6/4 Prepared for: Dennis Brown, 82 Lombard Ave., W. Barnstable, MA 02668
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
500 GALLON CAPACITY, H-20 LOADING 90.9 135" 92.5 126" EnginwingWOrb HOOD SURVEY GROUP N.T.S. P.T.M. 255-06
CHAMBERS NO GROUNDWATER OBSERVED For std°le,12 West rond4fiel0d2644d Sandwich, MA 02563 DATE CHECKED SHEET N0.
S.A.S. LAYOUT PERC RATE <2 MIN/IN. ("C2" HORIZON - TP 2) 1/22/07 P.T.M. 2 Of 2
N.LS
(508) 477-5313 508 888-1090