HomeMy WebLinkAbout0108 FLEETWOOD PATH - Health 108 Fleetwood Path
A=047-068
L__ _ - - ---� - - - - - - — --------- --------- - - - - ----� Marstons Mills
TOWN PF.,BARNSTABLE
LOCATION /d rtwAA SEWAGE# Z06�
.VILLAGE n ASSESSOR'S MAP&PARCEL ff
INSTALLERS NAME&PHONE NO. Q u/.d P 61 - qU 2 S-
SEPTIC TANK CAPACITY /070®e 1 H t
LEACHING FACILITY:(type) � DlI t'G 0 (size) l L,7-- 7q 2-,Sr
NO.OF BEDROOMS _
OWNER A Z4 f2l 0-,*
PERMIT DATE:�3-24 COMPLIANCE DATE: ` - ` Zc oG
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `y 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 �i1AR2tJi L'I Ko��%SAS ��—
S
tq 2n a —
� Z 3da �
r (o cq 39. E
� ,3 c
TOWN OF BARNSTABLE
LOCATION F,l -�- woad SEWAGE#
.VILLAGE ASSESSOR'S MAP&PARCEL f��l6s
INSTALLERS NAME&PHONE NO._epQ
SEPTIC TANK CAPACITY /0aa
LEACHING FACILITY:(type) '56)0 174 y (size)
NO.OF BEDROOMS 3
OWNER n i
PERMIT DATE: COMPLIANCE DATE: O
Separation Distance Between the: ,
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �`O r� 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
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,A a7• 7
A2- 31.3
83
3 Y a�• 2 a
Lo
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C3 3s•(o '
G 39•o
cS-���33•s -
cb 33.q
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No.AIJ o O t� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZippYicatton for �Digool 6pgtem Con0truction Permit
Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No. `Of TAIA�� IPAN_V% Owner's Name,Address}and Tel.No.
wry 5 t A tv
dtCk W 2 .mMrMa#I\
Assessor's Map/Parcel Oy7 / O(o$ IU ar Ft�f wMc) d�1
' Installer's Name,Address,and Tel.No. SO g �ae O?-g Designer's Name,,lddres5 and Tel.No.
CQPeUj-, 3Q e 'rna,Q.4' 5-4- J'C �nscr��/ or1 tY1C
70 ZO-4 710'3 ()a(03 Z £ask Wdrz Inavn MA 03S S
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size e�3 , 3 a y sq.ft. Garbage Grinder ( )
Other Type of Building 3j na1A N—In `�T No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 b gpd Design flow provided 331 S gpd
Plan Date 33 1 a s / 08 Number-of sheets ( Revision Date
Title
Size of Septic Tank %000 t A 10 Type of S.A.S. S-00 LC
Description of Soil 5 c e d
Nature of Repairs or Alterations(Answer when applicable) iC U 12c,C4VQ
/�vu_r ��aC�9tYIy
Date last inspected: alit)
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 B f Health.
Signed Date 3 'ZS' 7-o 9
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. ,-Oro 9 — I t -7- Date Issued
.,If� .✓ ... k
1\� t. No. 00 b 11-7 - Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE, MASSACHUSETTS Yes
i
2pplication for 1h5pont *pgtem Con0truction Permit
i
Application for a Permit to Construct( ) Repair()Q Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No. \Oj Yl oR wcw t�A{ 1 Owner's Name,Address;and Tel.No.
&0-fq 5 t A\�� W 21 m Ma r rncn
Assessor's MapTarcel O y 7 / p(o g �v 6 Fl aue f w c c d lie•i-k
SU$ yde 1(0�4
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Ccpe.w,.6Q CYO}cr icrl t^-"r,INQ knr—
?O Zu K -7(03 Coy\A-or✓11tA v 1 Task' Ware MA 0 a S'3 8 �
Type of Building: ;
1} Dwelling No.of Bedrooms 3 Lot Size c�O , 3 U sq.ft. Garbage Grinder ( )
i
Other Type of Building j„r,ci 4 No.of Persons Showers( ) Cafeteria
Other Fixtures
i
Design Flow(min.required) S 3 0 gpd Design flow provided 3 31 S gpd �
i
Plan Date ay OR Number of sheets J Revision Date
i
Title
Size of Septic Tank X000 w4\ l-k �U Type of S.A;S. , 47 S"UV 1.0
Description of Soil 5-ec, Afk!}gr o r p\a 1 0
E..s•-
;a
Nature of Repairs or Alterations(Answer when applicable) Sa n i r n a rQ pl n
Afae.� �04(AIN,s `� '
1
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in j
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 Boar' f Health.
Signed Date -2 Zto< {
Application Approved by +` Date 3 "� 0 $
Application Disapproved by: Date
for the following reasons
i
Permit No. — r Date Issued _0
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
F
Certificate of Compliance
` THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
A - � � �
Te
Abandoned( )by C a E4 i r Le n r „
at `p j 1 ea\w 000 I1n has been constructed in accordance �7 p�
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2C�O 8^ dated 7
Installer [�� w,d.q e r 0 , Designer j
0 �r 5 g a- lnpne jr, n j
#bedrooms 7, Approved design flow Q gpd
The issuance of this permit sha I no telonst ed as a guarantee that the system ill functio as d tigned.
Date Inspector
fr
———————————
Q' �
No. v Fee ——
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
'Wigpogal *p5tem Construction Permit
Permission is hereby granted to Construe Repair ( Upgr ( ) Abandon ( )
System located at
v
and as described in the above Application for Disposal System Construction Permit.The applicant re-ognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit.
' � �
Date 0 Approved by
�I
A
i
I .
1 Uwn of tabie
Regulatory Services
'}'homas!F. Geilex,Uiti•ector
a►a►rrrrita '
MAN,
Public Health Division
Thomac McKean, Director
200 Main Street,Hyanul<s,1VlA 02501
I
Office; 508-862.4.644 Fax; 508-790 6304 .
Instra ler & Deslener Certlfle tlA
Date; `} [7 ,6
Designer: _ � E 0yr�llt'e.cr'r'l� , L nC lr�staller: t✓c+ t uxCt¢. +n�LCtO
Address: ' ��` G�C+Y1`pECf Lbw Address:! c (o
WG.re.lrtuyn i wt'(� 013�ij + a\, le--
�3_ 273•os77
on 3-2l�-Zb09 `
t� -_ +iS� was tsued a pertrit to install a
(date); (anslalhr)
septic system at, ion ("�rewcxr( ��aV� based on a design drawn by
(address)
dated ; M ev c.tn
(designer)
1/ 1 certify;that the septic systemref�re ced above.was;installed substantially according to
the desi
gn, which may includ6 n}inor;approved changes sueh a lateral relocation of the
distriUutiorl box and/or septic ttnit.
I
{
I certify that the septic system rfereced above was installed with major changes (i.e.
greater,than 10' lateral relocation of the SAS or any yerticmh telocation of any,component
of the septic system) but ir> acd ordance with State & Local kegufations. Plan revision or
certified W-built by designer to follow:
pp �
' CHU tCHILL: -4
( st ller's Sign N
cnnt
0007
(Designer's ature) (Q D ; s Stamp Here)
LEASE RE,T O BARNS P (� ��A H , IV 'S ON. CBRTIMCATE
OF MPU C WIL NOT 'B I p�,
BUILT RE T3Y THE BARNS AB E V . N.
T..�YOU.
Q;Heal th/Septic/DesiOer Ceitif ration Form
10 -d li9£0 £ZZ 80S 9NIJ33N`IDNA3r Wd T0: £0 800Z-4T—bdtl
Town of Barnstable P#
Departiment of Regulatory Services
t�xttAIR Public Health Division Date
200 Main Street,Hyannis MA 02601
Date Scheduled Time Fee P 1.
Soil Suitability Assessment for Sewage Disposal
Performed By: �d L GV t U rGm i .� (. Q t=• Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address 1 1 v Owner's Name ,€
/D`� F%eeTlvvoc �w4� ��r 2)'.mVkCr.•,Aan
Jh 4rs to„1 rr,i 11 S Address 1 e r 1<YTw--d ?*--r%;
i'LI�Q-lSionS v�+i it S
Assessor's Map/Parcel: 0 L(7/o Engineer's-Name C4,*�e,«la
NEW CONSTRUCTION REPAIR V Telephone# v�q 2j 4�02Z t
Land Use 5104e. FOni(r /feS�e.Ai&( Slopes(g'o) (" 3 Surface Stones
Distances from: Open Water Body 7 t ob ft Possible Wet Area Y'" ft Drinking Water Well 7f So ft
Drainage Way 7 100 ft Property Line 7/0 ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
f
S&L Q �i.GV
J C d1S cv�Qe��n7 j` LvLC_
Parent material(geologic) d`'i va ash Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: 7 132-, 655 Weeping from Pit Face
Estimated Seasonal High Groundwater 13 Z �o5 5
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: W r2 ci 0 oseru akia to
Depth Observed standing in obs.hole: t 3 in. Depth to soil mottles:
Depth to weeping from side of obs.hole: 7 1 3 2 In, Groundwater Adjustment 7132 €t.
Index Well# — Reading Date: Index Well level, Adj.factor _ Adj.Clroundwater Level
PERCOLATION TEST ngtp j.10 Thne 16 4Al
Observation
Hole# 2— Time at 9"
Depth of Penc b.'5 Y•, Time at 6"
R
Start Pre-soak Time @ /0:00 Ar/ Time(9"41
End Pre-soak 10 /1
Rate Min./Inch
Site Suitability Assessment: Site Passed S_ Site Failed: r Additional Testing Needed(Y/N) 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:\SEPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency,%Gravel)
�^ i2 A L 5 jOYf 3/2
516
7-y- 5y %.. b'a L(
sy- r32 c-2 kcci Scnc� 51 64-
DEEP OBSERVATION HOLE LOG Hole# 2-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%
6-t2 A
24-36 Cd 7:re- 5o:d 1-h WX gr,,,e.l•
3 b- 13 2 -y, Kti. 5,Ud 2-
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistcncy.,%
Flood Insurance Rate May
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 pervious materiaFexist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
U Certification
o I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environ ental Protec on and that oleabove analysis was performed by me consistent with .
" the required trai ex a 's d pe ' crib e 'n�10 CMR 15.017.
Date 3-25-o8
Signature _ •
Q:\S.EPnCTERCF0RM.D0C
r
�vse
LOCATION SEWAGE PERMIT NO.
F-/-EF,-
VILLAGE
I N S T A LLER'S NAME & ADDRESS
To g �l
B U I L D E � OR OWNER
DATA PERMIT ISSUED , _ _ 7V
L
DATE COMPLIANCE ISSUED V; 0 7�/
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No......1 ....... Fus, ._............._
`Q THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
I � ..............Town...............oF.........B.arnst.ab.l.e................................................
App ira tion for Diipnsa1 urk�i Towitrnr#inn V.ermit
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at:
................___....kleetwoad...Fath............................... ------------------------LJQ-tL...1QQ.....................................................
ocation.Ad re or Lot No.
1 ......................................................
Qpvnez Address
f
a ...............................7....J Q_..._.Xj......................................... • = ---- � ...1 .....................................................
InstaII ,t
e a Address
d Type of Building A/tn Size Lot.20,3D0---------Sq. feet
aDwelling No. of Bedrooms.___._.____.3.......................... .Ex ansion Attic Garbage Grinder
p, Other—Type of Building ............................ No. of persons,._:.___--:_.0-._.___._:. Showers ( ) — Cafeteria ( )
a -.
d Other fixtures ...-----------------------------------------------------
---------------------------------Flow...............5.5....................... per person day. Total daily flow_........3.�C......_._..................,�;�Ions.
WSeptic Tank—Liquid capacity!QQQgallons Length-Y".-A" Width---4.f._-105iameter---------------- Depth._?_:.::V.
Disposal Trench—No..................... Width.................... Total Length........_........... Total leaching area....................sq. ft.
Seepage Pit No.___----.1--------- Diameter...10 t.___..... Depth below inlet....6'.......... Total leaching area..z67_......sq. ft.
Z Other Distribution box (X ) Dosing tank ( ) /
'-' Percolation Test Results Performed bp ape__.COd_._Sury@_y _ConsultantSDate._.71131.7$.............. ..
aTest Pit No. 1...... ___--_-_minutes per inch Depth of Test Pit------12 t------ Depth to ground water_none_.._.......
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a •----•-••.............. .•--•••-••-•.......-----•--•-••-••••-••-•------••-•-•••......•--•-----..............................................................
0 Description of Soil_.O.•0-1.5 wood loam.& subsoil. 1.5-1 .5.. rockX sand & gray_el,-•-
•5•-12.0 clean med....sand.
----•-------------------•----•---••---•------------••--------..-------•---•------------•-••-----------------•-•------•-------------------------•--- �P��N-DF.ntgss
U Nature of Repairs or Alterations—Answer when applicable---------------------------------------
____ •-------------------
•-_______--_-.
..........................................•---------------•---------------------------•-----•----•-----•----••----------....._...........-••-•• ° _13E1�1MGE.. yn
Agreement: o B-
CHAPDIIAN
The undersigned agrees to install the aforedescribed Individual Sewage Disp al s cc AT with
the provisions of 1I 1 LE 5 of the State Sanitary Code—The undersigned furtl.er a F o stem in
operation until a Certificate of Compliance has been issued b the board of health. FSS� E
Signe _.__. ---------------------...................... ...................... •-•-•••. - �
Date '/
Application Approved By.........X.IK7
--- �-••-•-.-- .............. ......`3 nac?, .
Application Disapproved for the following reasons:---•--•-•----------------------------------------------•-------•---------------------------------------_-•-
Date
PermitNo......................................................... Issued-A... .................
Date
No.-- •-F ......... �...............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Town................OF.........Barnstabl.e................................................. ;
Appliration fir Uispm al Workii C mitrurtinn Prruat
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at:
..........................F ptmQQd....Path-----........................... .........----...-------�t...3.44.......................................................
Location-Address or Lot No.
! .fP' ,aa,,r...........................................................
........................ . ...... i •-- ......--•---.....-----------...._._..------....
I Owner Address
a f of it2e
Installer Address
d Type of Building jr /t It T °r�(
Size Lot_?II,3.OD______._..Sq. feet
U Dwelling—No. of Bedrooms...........3.........._....................Expansion Attic ( ) Garbage Grinder ( )
�-,
`4 Other'—Type of Building ............................ No. of persons_____________0____________ Showers — Cafeteria
QI Other fixtures• ---------------------------- -
W Design Flow..............55.........................gallons per person per day. Total daily flow........33Q............................gallons.
WSeptic Tank—Liquid capaclty1QQ0-gallons Length_-_-_-_-__-_tt_ Width_-V_-IQibiameter................ Depth_ t_4"
x Disposal Trench—No --------
. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage PIN No.-___.._.1---------- Diameter ------------ Depth below inlet._.f? ........... Total leaching area267........sq. ft.
Z Other Distribution box (x ) Dosing tank ( )
Percolation Test Results Performed bq_c't_PE__GCid___Stiff'Vey___C,.onsUlthMtB Date_.7/13J78..................
,aa Test Pit No. I....2.........minutes per inch Depth of Test Pit-----IV....... Depth to ground waternO2le.............
(i Test 4Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
\.'N
O Description of SoiL0.0--1.5 wood loam & Subsoil_z___1_,5.-1r,�5__-Y'QCkJ�___ gr3Vl�'1�_._-
-4.5 12.0 clean med. sand.----•••• ct�.aF .s
W ------------ --•-•-•- -------- -------- •••-•-•• •---••-• o��
x RE NWICK___ _�
U Nature of Repairs or Alterations—Answer when applicable-------------------------- ------ ------ ................
0
Agreement: ,
10
The undersigned agrees to install the aforedescribed Individual Swage isp rgT ance with
the provisions of TIT L; 5 of the State Sanitary Code— The undersigned further agr F e system in
operation until a Certificate of Compliance has been issued by the board of health.
Signe ate
/.
14 7 .
-
D
l-
- ....... -__Gr -- ----•-------•. -•--•�_'_... --.APPlication Approved By--...._--? - Date
Application Disapproved for the following reasons:-••••-•••-•••••-••••-••-•---•---••••--••-------------•-------•---------•••-•---•--•-•--•--••••---•-•-••-•-------
-------------------------------------------------------------•---•--•----------------------•------------• -••------•--••••••----...---•-•••••---•••••----•--•-••--------•••---------•-••--•••••---------
Date
PermitNo.......................................................- Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF EALTH
A
.. ....oF................ �4....... :...- ....:::....-....
V61rr#ifirFair of Toutpliattrle
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (�) or Repaired ( )
----•-•:---••-------••--•---•••-----------•--•---...s.......•-•.....-------•---•-•..............•••••••-----•-----••-••......_
f f j Installer
/ q f
has been installed in accordance with the provisions of T 5 of The State .Sanitary Code as described in the
�
application for Disposal Works Construction Permit No.. _________ _y__C--_-_.____._.____ dated_.. '. __- ----__-_-_.-_--_.__._.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTIO14 SATISFACTORY.
DATE__.......�� c�L Inspector................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD
t !51
O �EyALTH
OF..............
.------•........
N 12
FEE........................
Disposal Vorkv T-1nnotrudiott "unfit
Permission;is hereby, granted `-----�"�-� /•--•------•-•-•--•----•--• ------•••--••••••-•--••--••-•••-••--•------------------------•----•
F
to Construct (tom') or Repair ( ) an Individual Sewage Disposal System
at No.Aai.—.- �� �` t� 4orf � �� --•-•-rl -- .. . s� , r i
•• - • -_..__. ..••••--- •-•---...
Street
as shown on the application for Disposal Works Construction Per iV N
----'�------- Dated ... "'.........................
Board of Healt
DATE.......--•-- - ..-..._._...•.---...-
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS -
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[ RED RM. BED RM.
�P,� DINING RM. s. I FAMILY RI II c�Ne >7 3 0
`�9 ilox lie II6 x 19a II°x10 f0�v10� IIax 100
KIT
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GARAGE �i$f'JJJ{ f '
A f• ,; LIVING RM. �,
200 136 [N,ar
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�eSlgn,+. ���T /1,008 Sq. Ft. — First Floor '
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.1,080 Sq:,Ft.+— Second Flooi/ 31,153 1�
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3 0,1 LOG
L OA 1A 4-rILL 1 M A*X
2• PEASTO E 4 JI
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4"C.I. DIST
BOX '01
24"MIN'
film - I. i
1000 -1000—' 'GAL.-
yr-
GAL. 4,
PRECAST ' OR
SEPTIC
6 BLOCK ,
TANK' SEEPAGE PIT-
•0 ...
0
20' MINIMUM
FOUNDATION A;o
WASHED STONE
ELEVATION SKETCH - 10 PaQC. 1RATd 66y,"
SCALE; 4' TEST BY : G F. �s'
TOWN INSPECTOR ?W&4 Awzgev
BACKHOt OPERATOR
PA OFIptdc
7- 9 TEST MADE ON
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Z lrl�4- IE"419 .4
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40ZXlep eY /CZ-4 W, ae -- .330
4A 7$,
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W,944v Ise P6141a 4-71,o
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ELEVATION SCHEDULE -rt�Of 4f
PROPOSED GITIZ PLAN
I. INV. , AT FOUNDATION 0ENWIC tiN
'B
CHAP'MAN 4 SEWA-99 SY879M DESIGN
CAI
2. INV. INTO 'SEPTIC TANK
ft,27554,0 1 N
,c�4 0674e 7'w0a'a •0,9;rR
SEPTIC TANK
1 1 NV. OUT OF
4. INV _INTO. DISTRIBUTION BOX
I;W44. S M4 5.5
SCALE: III= 2,0--
•76
5. INV OUT OF DISTRIBUTION BOX c- 4
6. INV INTO SEEPAGE PIT 70 CAPE COD SURVEY CONSULTANTS
7
ROUTE 132
7 BOTTOM .OF PIT
HYANNIS,MASS.
A ,014 VISiON-&OSTON SURVEY CONSULTANTS, INC.
B. BOTTOM OF STONE LAYER
PROVIDE PRECAST CONCRETE FINISH GRADE OVER D-BOX= 67.60 GENERAL NOTES
FINISHED GRADE OVER TANK EL. = 67•0i- FINISH GRADE OVER CHAMBERS= 67.T - 67.4'
TOP OF FOUNDATION EXTENSION RISER WITH CONCRETE SLOPE @ 2/o° MIN. OVER SYSTEM
ELEV= 69.3± COVER TO WITHIN 6 OF FINISH GRADE CONCRETE RISER AND COVER 3/4"TO 1-1/2"DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
OVER INLET AND OUTLET COVERS. TO WITHIN 6"OF GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% INSPECTION PORT w/ACCESS BOX WITH CROWN OF PIPE
COVER TO GRADE(SEE NOTE#21) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE '�' 5"DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. ELEL, 67•5 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE
PLACE RISERS ON ALL 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
1-1
TOP OF SAS= 64.83'
CHAMBERS WITH DESIGN ENGINEER.
PROPOSED 4" 9"MIN. INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE PVC SEWER PIPE 64.00' 36"MAX. BREAKOUT EL = 64.50' FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED.
------ --- - -- - .I " " 3"DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
6 3 3" 9" JOINTS (TYP.) ELEVATION =64.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
2"DROP MIN MIN.SLOPE Q 1%
0
I '! 10" " * ` S41#PVC IN EPTIC TANK 4"PVC OUT TO M..(::
Q ��� O ` 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14 6`j,2 -F o O 0o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
LEACHING FACILITY 0 0� o5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
CONTRACTOR CONTRACTOR SHALL 64.50' MIN. 64.33' 2' o o o
OUTLET TEE 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
SHALL VERIFY SIZE 48" VERIFY CONDITION OF o 0 000 00
AND CONDITION OF EXISTING TEES 22"ZABEL FILTER 6"CRUSHED STONE o `� 0 0 0 o 0 0 0 0 0 o 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
AND DESIGN ENGINEER.
4.0' 8.5'(TYP) _ ( 4.01' 3.55' 4.9' 3.55'
5 OUTLET DISTRIBUTION BOX 25 0' (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 68.00'ESTABLISHED
TO BE INSTALLED ON A LEVEL STABLE < 56.50' ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 62.00' 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. 2 - 500 GALLON CHAMBERS CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
SEPTIC TANK PROFILE CROSS SECTION VIEW 5'MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
*CONTRACTOR TO VERIFY EXISTING ELEVA�-IONPR:c�� NOT TO SCALE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER.
I
TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE
NOT TO SCALE 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
STRUCTURES SHALL BE MADE WATERTIGHT.
X, F TEST PIT .'DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
-ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II; a PERC NO.: 12150 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
-NO EXISTING WELLS ARE LOCATED WITHIN 150' OF THE INSPECTOR:'PROPOSED LEACHING FACILITY. Y R:' Donald`Desmarais
ry 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
EVALUATOR: John L. Churchill,Jr., P.E. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
E.
DATE: March 20,2008 THEY SHALL WITHSTAND H-20 LOADING.
� -
TEST PIT#: 1
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
" ELEV TOP= 67.50' 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
4_ ELEV WATER= <56.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY
N ZONE '
,
MAP 47 PERC RATE= FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
r r: X; ,
PARCEL 73 DEPTH OF PERC= 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
MAP 47 Benchmark j
TEXTURAL CLASS: 1
>c 16. PROPOSED PROJECT IS LOCATED WITHIN:
PARCEL 67 ! Nail in Fence Post
P ry
Elev. =68.00' r ASSESSOR'S MAP 47 PARCEL 68
X - -
oA rox. M.S.L. .
co pp X X-� _. 0" 67.50' OWNER OF RECORD: GARY S. 8 ALICE W.ZIMMERMAN
o X A Loamy Sand ADDRESS:
� 108 FLEETWOOD PATH
z / =X= -6 j PROPOSED INSPECTION PORT
z _X X_ X X X N 9028,25E 12" 10 Yr 3/2 66.50' MARSTONS MILLS, MA 02648
145.00 PROPOSED 2-500 GALLON LEACHING CHAMBERS FLOOD ZONE C FEMA OD
ci X X- -67 # B Loam Sand
Xf TP 1 t ;; 10 Yr 5/6 COMMUNITY PANEL# 250001 0015 C
67.50' EXISTING LEACHING PIT TO BE PUMPED, FILLED WITH
X co ha{. 24" 65.50'
6' j P 25 0' CLEAN; COARSE SAND AND ABANDONED ,.
t 17. DEED REFERENCE:
Coarse L.C.C. NO. 87623
TP 2�� t
PROPOSED DISTRIBUTION BOX �� � C1 Sand 3
EXIST. CBN I LL0��6 67.70' ;� : p };;: o .°� _-'� ' sz:; "_ '``--- 10Yr6/$ 18. PLAN REFERENCE:
RIM=67.30'
L.C. PLAN NO. 30751-C
P�1, _,:.. .. o ,�, �. Gravel)
MP` ELE T LE TELE r f EXISTING 1000 GALLON SEPTIC TANK TO TM� 63.00
/ 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
__- TELE rn - BE UTILIZED AS PART OF THIS DESIGN
y
TELE N �/ _ 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
EC ELEC N ,, - g
FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
Cd Medium Sind FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
-68
CRUSHED STONE DRIVE `� / C2 2.5Y 6/6
21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
U) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
DECK w
LOCUS PLAN
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
,♦- o MAP 47 "_ ,
-n 115
#8 o- m
p o PARCEL 74 SCALE: 1 - 1000 132" 56.50
,
o EXISTING / No Mottling, Standing or Weeping Observed
\ 3-BEDROOM SHED
O p DWELLING coo
m
zr
TOF=69.3'± �,� DESIGN DATA TEST PIT DATA LEGEND
OG 'Q g•H / 12150 - - 50 - - EXISTING CONTOUR
> / NUMBER OF BEDROOMS(ASSESSOR) 3 PERC NO.:
_ 3-3/ NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: Donald Desmarais
50 PROPOSED CONTOUR
EVALUATOR: John L. Churchill,DESIGN FLOW 110 GAUDAY/BEDROOM , P.E.Jr.
1�
.. � �66 MAP 47 TOTAL DESIGN FLOW 330 GAUDAY DATE: March 20,2008 TELE EXISTING UNDERGROUND TELEPHONE
s /�W -W-_Wo = 660 TEST PIT#: 2 ELEC EXISTING UNDERGROUND ELECTIC
PARCEL 68 DESIGN FLOW X 200 /o GAUDAY ELEV TOP= 67.70'
20,300 S.F.±
/ USE EXISTING 1000 r GALLON SEPTIC TANK ELEV WATER <56.70'
W W EXISTING WATER LINE
/ =
� PERC RATE_ <2 Min/In TEST PIT LOCATION
�
SWING-TIES
lb--` DEPTH OF PERC= 36"-54"
DESCRIPTION HC-1 HC-2 / a INSTALL 2 - 500 GALLON CHAMBER TEXTURAL CLASS
S Lp EXISTING LEACHING PIT
, : 1
LEACHING CORNER(1) 22.1' 24.3' m
m
S79°28 ' MAP 47 SIDEWALL CAPACITY
(� ' Q EXISTING 1000 GALLON SEPTIC TANK
LEACHING CORNER(2) 33.4 35.1 O IX� 145.00
PARCEL 75 (LENGTH + WIDTH) (2 SIDES) (2'HIGH) (0.74 GPD/S.F.) = GAUDAY
LEACHING CORNER(3) 36.0' 49.9' -o I - -- (25'+ 12')(2) (2') (0.74 GPD/S.F.) = 109.5 GAUDAY 0" 67.70'
Loamy Sand
p PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
m \. MAP 47 2 10 Yr 3/2 66.70
LEACHING CORNER(4) 25.9' 42.9' _
BOTTOM CAPACITY " 13 PROPOSED DISTRIBUTION BOX
m ° PARCEL 69 Loamy Sand
co (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY B' (25'x 12') (0.74 GPD/S.F.) = 222.0 GAUDAY 24" 10 Yr 516 65.70' 0 PROPOSED 500 GAL. LEACHING CHAMBER
Med. -Coarse Sand
' C1 10 Yr 6/8
= 3) TOTALS:
(2 -_`- -�--.Y-;•---1= (40%Gravel) REV. DATE BY APP'D. DESCRIPTION
o p TOTAL NUMBER OF CHAMBERS 2 Perc36" 64.70' PROPOSED SEPTIC SYSTEM UPGRADE-
- 4 - TOTAL LEACHING AREA 448.0 SQ.FT. 54„ 63.20'
PREPARED FOR:
) TOTAL LEACHING CAPACITY 331.5 GAL./DAY
(1 CAPEWIDE ENTERPRISES
C2 Medium Sand LOCATED AT
2.5Y 6/6
He-1 108 FLEETWOOD PATH
HC-2 MARSTONS MILLS, MA 02648
DECK
#8
132" 56.70' SCALE: 1 INCH = 20 FT. DATE: MARCH 25, 2008
No Mottling, Standing or Weeping Observed
EXISTING tH OF 0 10 20 ao ao FEET
NOTE- a sOHN L. �w PREPARED BY:
t�--=l Q?�'�- '�z'�y
3-BEDROOM
DWELLING 1.) MAGNETIC MARKING TAPE SHALL BE RESERVED FOR BOARD OF HEALTH USE CHURCHILL '8
JC ENGINEERING, INC.
PLACED ALONG THE TOP EDGE OF EACH L
N
TOF =69.3'± SEPTIC SYSTEM COMPONENT. . ,8a7 2854 CRANBERRY HIGHWAY
EAST VWAREHAM, MA 02538
B.H
SITE PLAN 508.273.0377
Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1394
SCALE: 1"=20'
f