HomeMy WebLinkAbout0022 ANSEL HOWLAND ROAD - Health Ai],sel Howland Road
1
Centerville
ASS=- 172 - 226
i
® . 1
SMEAD
No. 2-153LOR
UPC 12534
smead.com • Made in USA
I
90
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
3pplicatton for Migool *pztem Construction Permit
Application for a Permit to Construct( , )Repair(�ade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. '2 "L A nSCQ } }�,�nt� Owner's Name,Address and Tel.No. 641Q
I _ 7 2_ 4o & low/�4nr� 20ercQ
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. ��� %`k l��}C J i Designer's Name,Address and Tel.No.
/v
�v.i3vx �63 Sod-773 -037-) z85y c✓q"41 .7 I wy
/ L Rsl'wq�cMA.� / iMiq
02 c3 L a z5"39
Type of Building: _
Dwelling No.of Bedrooms Lot Size 13r 0%1Z J sq.ft. Garbage Grinder( )
Other Type of Building 5 e ,I No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design.Flow 3 o gallons per day. Calculated daily flow 3 3 j • � gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank /0 m 0 Type of S.A.S. ,S o® �• -
Description of Soil 6_1� 10zy b
Nature of Repairs or Alterations(Answer when applicable) lift-.; 0 A (Z�
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 Certifi-
cate of Compliance has been issued by this Board of Hea th
Signed Date 7— oL,
Application Approved by Date 77
Application Disapproved for the following rea
c
Permit No.AUU, 1 6 1 Date Issued
,7
No. r Fee
;THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
p Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYtcation for Mtopooal *pWm Construction Permit
Application fora Permit to Construct( )Repair Grade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. " L A"Sc G /p,d KID Owner's Name,Address and Tel.No. 64,P Div 2
� 1 Z 2 ✓a✓7S�I, l�icwl,4nc1 2�h�
Assessor's Map/Parcel �'� Z� (-�'/` ['�-��'�CAQ �a,i%tdvr /t, !R?Y/ a 2C.;1
Installer's Name,Address,and Tel.I�o. / MCA Designer's Name,Address and Tel.No.
F,i7C/�i�c'1 3 C✓n 7Girii� L Y
763 MA
-7 -03-7-) ZZSN
fC✓v�l�� 4109 0 2&3 L a z S 3
Type of Building:
-.,^Dwelling No.of Bedrooms Lot Size S,oyz sq.ft. Garbage Grinder( )
Other Type of Building 5",► No.of Persons Showers( Cafeteria( )
s Other Fixtures
` Design Flow •7�3,3 gallons per day. Calculated daily flow 3 •J� gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank /0 d O Type of S.A.S. Z� S o O (7 C G • G .
Description of Soil L64-4
Nature of Repairs or Alterations(Answer when applicable) i,_, L 1D o f
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 Certifi-
cate of Compliance has been issued by this Board of Health
Signed 4„ Date 7— ' �lW7
Application Approved by _ ��� u�� ��( i Date
Application Disapproved for the following rea s
Permit No. C ',;(n Date Issued r
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS 1
Certificate of Compliance _
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired V/ �Upgraded( )
Abandoned( )by
at 7 2 k l e ( I�o wk y;,-j has be constructed in accordance
with the provisions of Title 5 and a for Disposal System Construction Permit No dated
Installer : A C Designer
The issuance ol this permits 11 not a oonstrued as a guarantee that the sydt will action as�esigrie�d� v C'
Date Inspector �i'// A
--------
No —
g
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mizpoal *ig, em on mructio.n Permit
Permission is hereby granted to Construct( )Repair Upgrade( )Abandon( )
System located at �� Al) 1:L J,A
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: Construction must e A omp eted within three years of the date oftPpeit
Date: / Approved bye' � �
02;28/'1934 02: 26 508-790-1578 J.P.MA COMBER & SON PAGE 03
Town of Barnstable
Regulatory Services
# Thomas F.Geiler,Director
Public Health Division
Thomas McKeant Director
200 Main Street,HyInnis,MA 02601
Office: 509-862.4644 Fax: 508-790-6304
Installer&Desimer Certification Foram
Date; 7" -0-7
Designer: �G [':�e�i (1eet�nc� S(�C_ Installer: Ca ew;c�e Ender rises
Address: 4 5`1 C cgnn oe�ry NWT Address: Pao - 3,.K 7�3
On f,W_s was issued a permit to install a
(date) (installer) ,
septic system at 2 2 Ain s e t 4o w 1.vx� . good based on a design drawn by
(address)
s C EYI�illeec:n Lv�C_ dated -,�uv,e, �2� 2.00 7
/' desgncr
V Ucertify tbat 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.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' Iateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. Plan revision or
certified as-built by designer to follow.
OF
JOHN L.
o CHURCHILLV/-Q
JR.
8I'S 11 C} CIVIL
. 4 807
O
C
i e ( x Desi s Stamp Here)
J(//Designer's
RE .O BARNSTABLE.FY3BL ALTH SIGN. CER IFYCATE
xAN BE I d�NT ANTI AS='I;ANK Y U.ARE IE RECEIVED BY T BARNSTABLE PUBLIC BEAI.TI`T DIVISION.
,� .
Q:Health/SvptiaDesiper Cart Z atioa Form
TOWN OF BARNSTABLE
LOCATION o7� i
SEWAGE#
=VILLAGE e4 �EA.111 ASSESSOR'S MAP&PARCEL'
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY ((bo L4 -
LEACHING FACILITY:(type) .-C E3 L-C (-1r 1 C?(size)
NO.OF BEDROOMS 3
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the: a
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility l`Z° 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
3-,F
�a 27. 3
A5 M,el
A� ? .6
'A 5- I/`-- (o -
3a-
6� U,5- S
No.... FEE... ............
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
............OF...131. ?C. w ,r i&..Z. ---------------------- ...........
Appliraiiun for Uispaaal Works Tnnitrnriiun Prrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
. `.. ._ ..6 !- ! � _J✓« ---------------------••........---..•.....
Locatio -Address or,Lot No.
_ ............................................... ..........................••....•....' ••-••••••••••......-••••••••••....•••......---
- Ow r Address
------------------------------------------- --✓. G-. �i..1/.. ..---.........-•-•-•--•-•...-----•----.......---------.•.....
Installer Address �—
U Type of Building Size Lot.Z feet
Dwelling—No. of Bedrooms-----cam................................Expansion Attic ( ) Garbage Grinder (- )
Other—Type of Building No. of persons............................ Showers
a g ---------------------------- P ( ) — Cafeteria ( )
Otherfixtures .-•••-•---•--•----------•-----••--------•-•--•--•-------•--•-•-•---••---•-----------------•-----------------•--------•-•....----•-•.............__..
W
Design Flow......... _ S.....................gallons per person per day. Total daily flow.......... -��--�'----...._.........gallons.
W /Septic Tank—Liquid capacity./ 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........................................
04 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-____-___•__-•_-----_--.
Ix -----------------------------------
-.......................
................
....•••--•----------
••---
--------------------------------------------
.............
0 Description of Soil..................................................................................-•-----------•-------------------------------------------••-•----------•-•--•-.----•-
x
U ---•-•-•••---•-•...•---••-----•-•----•---------••-•.....•-•---•-•••...........••----------•-•••-----••--...-•----•-----------•-•--•...-•••-•-•---••-----••------------------•-•••-••...----•••••...----
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 T LL 5 of the State Sanitary Code—The undersigne further agrees not to place the system in
operation until a Certificate of Compliance has been iss ed by the�ard health.
Signed---�.}�r1--- --- -----------------�/-----•.....
Date
Application Approved By....... _._,�/��� 1L�-�_ri,_•--:___-•--
Date
Application Disapproved for the following reasons:-------•------••-----------•-•-----••-------------------------------------------•-----------------••••......_...
-------------------------•-------•--------•--•-••--••••-•-----•-••••...................................................................................................................................
Date
PermitNo......................................................... Issued-.....................................................
No....&2=2 2 ' Fimic *'`�...........
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
......O F.........................................................................................
,� lir fi�an for larks C�nnstrurtinn rrmi#
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
................__...................Location._.....••---•-•--•----••....................._ ---------------•-•---•--•--------•-------••--•----••-•-----.......................__.
Location-Address or Lot No.
----------------------_......._.._......--•--•------...--••---------•--•----•--•--......------... _.....---------........._......._..••-•--•••------•----•-•••••--•••--•----......................--
Owner Address
W ....---••.....................•-..._..----•
Installer Address
U Type of,Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
ad Other fixtures -----------------
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
1:4 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 ( )
Percolation Test Results Performed by.......................................................................... Date........................................
aTest Pit No. I................minutes 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________________________
------------------------------------------------ .........
-........
------------•--------------•-------------
ODescription of Soil--------------------------------=-----------------------•-------...----.._..._..-------------------------------=---..._..--------=--=---------------------------------•-
x
W ---•-•------- ----------•----------•-------------••---•----•-----------••---••-----•-•------•------•---•-----------------------•-•-------
VNature 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 TTTIE 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 board of health.
Signed...................................................................................... ..........................--....
�c�..- Date
Application Approved By..........
� �' •- �'' sty% J ........................................
Date
Application Disapproved.f or the following reasons------------------------------------------------------------------------------------------------------------•----
...............•-•-•-------...••----------•--•--....-•--•---•...--•-----•--•--•••-••--•-•....•----_.._.._--------••---•---------------------•------------------•--•----- -------------------------------
Date
PermitNo............................... --. Issued--•----------------•--------------------- -------
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
......................................OF.....................................................................................
Trrfifiratr of f ompliFanre
THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by................... ...........Lef "............................................................................................................................................
, ' /�� Installer K
at. pd�'� • .......---'""�...! �n.g' ----- •- X4. .............. -----
has been installed in accordance with tl� provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit _____________ dated__--______._-_-_______-_____-___________-____--_
THE ISSU N 'E OF THIS CERTIFICATE SHALL NOT B7CONST S GUARANTEE THAT THE
SYSTEM Wl . CTION SATISFACTORY.
DATE...... .......-_•--------------•----••---------...-•------.._._. Inspect ------------------------..._..----::..:........_....._
THE COMMONWEALTH OF MASSACHUSETTS
s
BOARD OF HEALTH.
No........
g' .— c ...� ...........................................OF..................-....._.....-----..-...-------....._...----.......................
FEE. .... ......
......... ..
Disposal Works TOnstrndion vrrmit
Permission is hereby granted......--- �..... - -----------------------------------------------------------------------------------------
to Construct__(L�flpreepair an Individual Sewage Disp sal System
Street
as shown on the application for Disposal Works Construction Permit No..................... Dated..........................................
B rd of Health
DATE------------------------------------------------•------------------------.......
FORM 1255 HOBBS & WARREN, INC!.-PUBLISHERS .
�j1NG1.E FPMILY - � B�.ORooM ` !o
1.1G GARBAfaE (�iLND62 .
oA�L•{ FLOW : 110X 3 = Z306.PO
SEP•T1G TAv-j1G 33ox15o'/� �95G.P o ~ .
u 51= 1 o o o GAL.. /iN S E l•- 11 ow 1-��1 Q Ro A O
015P05AL Prr vs6 I00o &At-
5 VSWALL AQEA• = 130 5.A
15c S.F X a G.P.`P. 10
�j p $.F X 1• A �j'O G.P Z 1
•TCffA c>aSIGN * s}25 G.Pt>- 160
-ToTA%- DA 11-%{ FL.OV4 , 33o G.Po �O ��DAKT%oN 24 W r 1
PE2GOLATI0N RATES VIIN 2M1N oRLF 55 �, I _�
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d toot', T,H D•6o K l
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ss� FMCHARD '� �� ALA N tic\ 15, o
BAXTER JONES
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►k. 24048 /3 No. 2-:A00 y
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TEST � /o/g� To P FNo- G•2.z:
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sue 16411.. D►6T 6A1—
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No waT�e, `
e/Io /81 PLAN REF6IZENGE• i
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AWP SETt✓AGK R.6.Q0%9-eMSN•M, oF�CµE-
•To W N O F'ShRNST AfSL C A N V 1 S n10T C EIyTER�!t LL E H t G I'1 l-�^1DS s EC
LOGp.TED 'WITNI T 6 FLOOD PLAIN
DAT 12�z- BAXTG '1.A►1 SuQ.Vieroi�'S '
REGIS'tfc
TN1S PLQ.N 1<2 NorT gASSD oa AN os�c•Ee.vILL� • 5. i
(N5TR.uMEN'1 Su9-Vr-Y 0,-TNE oFfSE-r5 SWOUO At_NW E. SMALi-
L.lo-r ra,.r_ uer.r)Td DCTC:.�'-MINC L�'�' LIN��� APPL16A►JT
LO CAT 10 SEWAGE PERMIT NO.
Lot 26 Le —l'owand 82-7?y
'V I L L A G E Centerville
INSTA LLER'S NAME i ADDRESS
Robert B. Our Co. Inc.
Great Western Rd. North Harwich, Mass.
8UILDER OR OWNER
Alan Small
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
k �
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FINISHED GRADE OVER TANK EL. = 59,5 ± PROVIDE PRECAST CONCRETE FINISH GRADE OVER D-BOX= 595'±
FINISH GRADE OVER CHAMBERS= 59.4' - 59.8' GENERAL NOTES
EXTENSION RISER WITH CONCRETE SLOPE @ 2. /o MIN. OVER SYSTEM
TOP OF FOUNDATION COVER TO WITHIN 6"OF FINISH GRADE CONCRETE RISER AND COVER
ELEV= 60.20 OVER INLET AND OUTLET COVERS. TO WITHIN 6"IS GRADE 3/4"TO 1-1/2" DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
4"SCHEDULE 40 PVC MIN SLOPE 1% ACCESS BOX WITH COVER TO GRADE CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE
@ FND. EL.= VARIES 5" DIA. OUTLET(S) (SEE NOTE#21)
2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES.
20" MIN. ACCESS COVER } PLACE RISERS ON ALL
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
(TYPICAL FOR 3) PROPOSED 4" TOP OF SAS = 57.08 CHAMBERS WITH DESIGN ENGINEER.
-EXISTING 4" PVC SEWER PIPE 56.25, 36"MIN. INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE �s1-� _ -EXISTING rt BREAKOUT EL = 56.75 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED.
SEWER PIPE PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
6" 3 3" DROP MAX
---_ 2" DROP MIN 3° 9" JOINTS (TYP.) o ELEVATION = 56.75' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
10" 4" PVC IN FROM �`�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
-I 14" *rj7 0' SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 0 0 0 0 0 0 L� oo THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
• LEACHING FACILITY o0o 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
T o0 0 0 000 0 \ o0 0 00000
CONTRACTOR CONTRACTOR SHALL OUTLET TEE 56.5T MIN. 56.40' 2' oo � � � � � � � � � o 0 00- '' 6• THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF 1 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES 22"ZABEL FILTER 6" CRUSHED STONE 00 o 0 0 0 0 0� p FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22 OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE
4.0' 8.5'(Trp) _ 4.0' 3.55' 4 9' 3.55' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX 4.9' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 60.00' ESTABLISHED
TO BE INSTALLED ON A LEVEL STABLE 25'0' < 48.98' ( ON A NAIL SET IN TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET Ir425' GROUND WATER ELEV.= 12.0' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
.
EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW 2 - 500 GAL. CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER.
NOT TO SCALE 'CONTRACTOR TO VERIFY NOT TO SCALE NOT TO SCALE
10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
- - STRUCTURES SHALL BE MADE WATERTIGHT.
SWING-TIES �`� '�` o ..,� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
FC i �, ,� .� TEST PIT DATA I REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
DESCRIPTION HC 1 DC 1 -•f -; 1 APPROPRIATE AUTHORITY.
SEPTIC TANK(1) 22.9' 21.5' \\ � �' /QQ INSPECTOR: Donna Miorandi 12• ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
D • LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
SEPTIC TANK(2) 26.5' 26.2' C9J' �<FC` SSpo MAP 172 "'""" "`" `' �\ EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING.
S r J, June 8, 2007
LEACHING CORNER(3) 34.5' 29.7' \ ��s)��8 PARCEL 225 DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
O G,9� p L � � . � TEST PIT#: 1
LEACHING CORNER(4) 26.1' 38.1' Q. ELEV TOP- 59.48' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
\ ,,.... MATERIAL IN AREA BENEATH AND 0 FC +• <48.98' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN LCOA SEE SAND FREE FROM SIDES OF LEACHING CLAY,
LEACHING CORNER(5) 48.8' 57.2' OQ' G,9 ,� � �° + �� ELEV WATER=
LEACHING CORNER(6) 54.0' 52.1' J' \ 6 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
Co ` PERC RATE _ <2 Min/In
DISTRIBUTION BOX(7) 40.9' 36.0' �O \ ��`�, -� �f\ - co * � h • ' . _ " 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
\ w -_-- ~ • DEPTH OF PERC 36'-54
Q o /DRIVEWAY
Gy / � o• SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
`r /� �', d 1 , +• • . �.' TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN:
INV C • C> + + (� ASSESSOR'S MAP 172 PARCEL 226
Q' �°� h J` �' �' \ x + -� • ` • Qf' OWNER OF RECORD: EUGENE A. DEVER, JR. &SUZANNE A. DEVER
0" 59.48'FIII ADDRESS: 22 ANSEL HOWLAND ROAD
/ �- \� a • (� Y �* *f 4 59.15' CENTERVILLE, MA 02632
\ ,- _ I w • * *" �A . A/E Loamy Sand
� 10" 58.65
10 Yr 3/2 FEMA FLOOD ZONE C
\ fi' ,, ;°�r •=•- + . y'g .' " COMMUNITY PANEL# 250001 0015C
A�_ +
,�, Loamy Sand
\ �, ' �i • , • . • 61 10 Yr 3/4 17. DEED REFERENCE:
GARAGE . f 1 / • •P 18" 57.15'(\ Cy \ !t rf#. +► • • BOOK 9280, PAGE 236
/ �'t? « + ` • Loamy Sand 18. PLAN REFERENCE:
O� !Y �Q' / \ �, +: �, . + : , r�, • • B2 10 Yr 5/6 PLAN BOOK 343, PAGES 84-86
h� M � : �;;• ''� ' � �' �` ' PLAN BOOK 306, PAGES 17-24
/,� \ \ ti„ '+'= ' f • • Perc 19. At�_ DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
\ \ •.
-�\ �,� � �., • " �, • • 54„ 54.98' 20 PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
\ �\ * � • ' " FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
77 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
/ SHED
/ #22 / I Medium Sand 21. A 4" PERFORATED SCH. 40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
LOCUS PLAN C DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
4,- EXISTING / (Loose) REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
3-BEDROOM
DWELLING
MAP 172 126" 48.98' LEGEND
/
SCALE: 1"= 1000'
SHED !
Q=' PARCEL 226 TOF = 60.20' No Mottling_Standing or Weeping Observed
/ 15,042 S.F. ± DECK
50 - - EXISTING CONTOUR
IRON PIPE C x59.59' DESIGN DATA PROPOSED CONTOUR
(FND) ; TEST PIT DATA
NUMBER OF BEDROOMS 3 INSPECTOR: Donna Miorandi EXISTING ELECTRIC WIRES
C DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, E.I.T. EXISTING UNDERGROUND CABLE
C x59.60' x59.37' TOTAL DESIGN FLOW 330 GAUDAY DATE: June 8, 2007 GAS - EXISTING GAS LINE
DC 1 DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT#: 2 W W EXISTING WATERLINE
P ELEV TOP = 59.54'
(1) MAP 172 USE EXISTING 1000 GALLON SEPTIC TANK EXISTING FENCELINE
HC 1 �PQ�i (2) PARCEL 192 ELEV WATER= <49.04 -X-X-X-X-X-
Q LANDSCAPED
AREA PERC RATE_ TEST PIT LOCATION
B.H.
/ DEPTH OF PERC =
LP EXISTING LEACHING PIT
59.35' / INSTALL 2 - 500 GALLON CHAMBERS TEXTURAL CLASS: 1
/� LP / SIDEWALL CAPACITY (� EXISTING 1000 GALLON SEPTIC TANK
-- ,�l
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 0" 59.54'
,ry ry (25.0' + 12.0')(2 ) (2' ) (0.74 GPD/S.F.) = 109.5 GAL/DAY Fill PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
SS�o - �ry / moo, aE Loamy Sand 59.21
'� 10" 10 Yr 3/2 58 71' ❑ PROPOSED DISTRIBUTION BOX
MAP 172 �g S>>8,, � (3) LENGTH x WIDTH 0.74 GPD/S.F. = GAUDAY Loam Sand
x59.37' TP / BOTTOM CAPACITY
PARCEL 227 �94, F = 59.48'
( ) ( ) B1 y 0 PROPOSED 500 GAL. LEACHING CHAMBER
/ MAP 172 (25.0'x 12.0') (0.74 GPD/S.F.) = 222 GAUDAY 10 Yr 3/4
(4) / PARCEL 193 18" 58.04'
TP 2 = Loamy Sand REV. DATE BY APP-D. DESCRIPTION
59.54' == (7) / TOTALS: B2 10 Yr 5/6
EXISTING 1000 GALLON SEPTIC TANK TO \ = _ _ PROPOSED SEPTIC SYSTEM UPGRADE
BE UTILIZED AS PART OF THIS DESIGN TOTAL NUMBER OF CHAMBERS 2 36" 56.54'
r'c.11 . TOTAL LEACHING AREA 448 SQ.FT. PREPARED FOR:
- TOTAL LEACHING CAPACITY 331.5 GAL./DAY
EXISTING LEACHING PIT TO BE PUMPED / \ \ ._ 0 / CAPEWIDE ENTERPRISES
AND FILLED WITH CLEAN SAND
(LOCATION PER B.O.H. RECORDS) PROPOSED DISTRIBUTION BOX
- � LOCATED AT
�- -59.6.9'x (6) / Medium Sand 22 ANSEL HOWLAND ROAD
C 2.5Y 6/6 CENTERVILLE, MA 02632
(5) J / (Loose)
Benchmark \ L _1--6p _.
Nail in Tree �f\ ,�o4i
1 126" 1 49.04' SCALE: 1 INCH = 10 FT. DATE: JUNE 12, 2007
Elev. =60.00' PROPOSED 2-500 GALLON 0 5 10 20 40 FEET
Approx. M.S.L. �\ LEACHING CHAMBERS No Mottling, Standing or Weeping Observed ,H OF
�r JOHN L. u PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE o CHURCHILL f JC ENGINEERING, INC.
j NOTES: \ / C1�IL
-�� / No 41 7 2854 CRANBERRY HIGHWAY
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP / \ EAST WAREHAM, MA 02538
EDGE OF EACH SEPTIC SYSTEM COMPONENT. \
2.) ENTIRE LOCUS IS LOCATED WITHIN A DEP APPROVED ZONE II. SITE PLAN 508.273.0377
SCALE: 1" = 10' ' Drawn By: BSM Designed By:MCP Checked By: MCP JOB No.1206