HomeMy WebLinkAbout0089 MURPHY ROAD - Health ..
89 M:urphy—Road-+
Hyannis .
A = 309 157
I
TOWN OF BARNSTABLE
LOCATION '' y f&' SEWAGE # 0 6.
VILLAGE t ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO. O
SEPTIC TANK CAPACITY y.. ;6 a
LEACHING FACILITY: (type) o (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: 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
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pTOWN OF BARNSTABLE
L,G`CATIOf+ l A SEWAGE # dam- oo ol
VILI:A E ASSESSOR'S MAP & LOT ' is 7
INSTALLER'S NAME& PHONE NO. E. Z)6t,iw t#6 S"ce SbJ 7'7 ?Jb
SEPTIC TANK CAPACITY 1540 , .
LEACHING FACILITY: (type) Df t"elk (size) 9-)`X 13`X d
NO.OF BEDROOMS '
BUILDER SS®kSoo�
�PERMITD'ATE: i�3��S COMPLIANCE DATE: 6
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility a`3 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 Tb6 G1s
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No. -:--v 5 --0 O e`r- F41 00 0
S'
i s' `THE COMMONWEALTH OF MASSACHUSETTS aEntered in computer:
Yes
PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE., MASSACHUSETTS
01pphration for Miopogar *pgtem Construction Permit.
Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) ❑Complete System El Individual Components '
Location Address or Lot No. Owner's Name,Address and Tel.No.7 7 5—4 4 5 6
89 Murphy Rd, Hyannis Louise Issokson
Assessor'sMap/Parce 309 1 57 89 Murphy Rd, Hyannis
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4
Wm E Robinson Sr Septic Eco-Tech
PO Box 1089, Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder(Ye)s
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Install a n w Tit 1 P 5 G Pnt-i s
system to plans of Eco—Tech, #ETE-1876
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 Bo of ealth.
tigne Date /
?�
Application Approve X Date 5
Application Disapproved for the following reasons
Permit No. "—Cc _a— Date Issued
" t� THE COMMONWEALTH OF MASSACHUSETTS �4%,r-4Enteredin..computer:
Yes
g R PUBLIC HEALTH DIVISIONTOWN OF BARNSTABLE., MASSACHUSETTS
70plication for Migpogal *pztem Construction Permit
Application for a Permit to Construct( )R�pair(x)Upgrade( )Abandon( ) O Complete System El Complete
Location Address or Lot No. Owner's Name,Address and Tel.No.7 7 5—4 4 5 6
89 Murphy Rd,\ Hyarii s Louise Issokson
Assessor'sMap/Parcel 309/15Z 89 Murphy Rd, Hyannis
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4
Wm E Robinson Sr Septic Eco-Tech
PO Box 108.9, Centerville 43 Triangle Cir, Sandwich
\tl �
► Type of Building:Dwelling No.of Bedrooms 4 ° Lot Size sq.ft. Garbage Grinder(YE)s
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 4.gallons per day. Calculated daily flow gallons.
Plan DateNumber of sheets t •, Revision Date
Title
Size of Septic Tanks Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 septic
system to plans of Eco-Tech, ' #ETE-18766
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 iss ed by this Bo 8'of ealth.
igned Date
Application Approve ! Date `3
Application Disapproved for the following reasons
Permit No. a��s _4' Date Issued 5
THE COMMONWEALTH OF MASSACHUSETTS
Issokson BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired ( X) Upgraded ( )
Abandoned( )by Wm E Robinson Sr Septic Service
89 Murphy a Ro , Hyannis
at has been constructsf to a cordance
with the provisions of Title 5 r nd the for Disposal System Construction Permit No.c�C�Sai'2l` dated f( .3 J�
Installer Designer co t..) 2
The issuance of this pW
s�h� y�t be con rued as a guarantee that th syste &I.MtNi designed.
Date ` 5 Inspector
Issokson THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
ligpogal *p!gtem Construction permit
Permission is hereby .ranted to Construct( )Repair(X )Upgrade( )Abandon( )
System located at 89 Murphy Road, Hyannis
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:Cons ucti o n must be completed within three years of the ,Cate of this it,m
Date: �: Approved by
/TOWN OF BAFNSTABLE ;
_
SEWAGE # ate. 00
LOCATION
�
VILLAGE, ao+A t ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE-NO. ��" �J�t+es�` StOkc �, ce 77� 8?2�
SEPTIC TANK:CAPACITY' ' u
LEACHING FACILITY: (type) �1 x Dsy i'' S (size) f X /3'X d
NO.OF BEDROOMS
BUI�L.DER OR OWNER Sg O KSoo�
PERMIT DATE: ` !/3/v s, COMPLIANCE DATE: S--a-1— 6 �
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 Feet
.—
on site or within 200 feet of leaching.facility)
Edge of Wetland and Leaching'Facility(If any wetlands exist
Feet
within300 feet of leaching facility)
Furnished by 7013 G1.5
4
. . t
IAo K f
10
4
0
5A5
����A 70
TOWN OF BARNSTABLE.
LOCATION � EWAGE #
� S
VILLAGE ASSESSOR'S MAP & LOT
INSTALLER'S NAME&.PHONE NO.
SEPTIC TANK CAPAC-TTY ,^^ �161
LEACHING FACILITY:(type) (size)
No.OF BEDROOMS `
BUILDER OR OWNER
PERMTTDATE: 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
Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching Pcility)
Furnished by
-v)ppo
ob
2
Town of Barnstable
Regulatory Services
• Thomas F. Geiler,Director
mmsmBm
09. per Xublic Health'Division
prfDl"A�� Thomas McKean,Director
200 Main Street,Hyannis,MA 02.601 J5e
Office: 508-862-4644 . Fax: 508-790-630.4
Installer & Designer Certification Form
Date: fG
Designers Eco-Tech Installer: Wm E Robinson Sr Septic
Service
Address: 43 Triangle Circle Address: PO Box 1089
Sandwich Centerville
On Wm E. Robinson Sr Sept iWas issued a permit to install a
(date) (installer) service
septic system at 89 Murphy Rd, Hyannis based on a design drawn by
(address)
Eco-Tech dated 12=26-04
•, (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 m
distribution box and/or septic tank. '
I certify that the septic system referenced above was installed with major changes (i.e.
greater than'10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.
of
DAViD
(Installer's Signature)
(Designer's Signature)- (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED OTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form s }jji
P-
Le CATION SEWAGE PERCIIT 00•
VILLAGE
IaSTA LLEU'S g/ALIE bf ADDRESS.
D U I L D E R 012 OWC3ER
DATE PERMIT ISSUED
DATE C 0 M P L I A N C E ISSUED
9
��G
N0. 2Pt_ �.X................
THE COMMONWEALTH OF MASSACHUSETTS
®AR® qF HEALTH
............... .... ... .......:../C....0F.... ... ............................ ------------•-----
Appliratiou for Uiipusal Works Tomitrurtion Vamit
Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal
System at•
. ......... ....G...1... ...... ......-•---------...._...-•-----------•--- .... ---•----------- Q
L.••-:on-Ad res aa�/ r Lot
W ......! .. Owner- Addr s•-•--------•. ..
-•---- -- ----- -•....--
Installer Address
U Type of Building Size Lot......................_.....Sq., feet
LfDwelling—No. of Bedrooms............................................Expansiontic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons-------- --4--------------- Showers — Cafeteria
Q' Other fixtures ................................. . .....
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
G: Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter_............. Depth................
Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area-------_____________sq. ft.
Seepage Pit No--_-----_--------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
a 'Percolation Test Results Performed by.......................................................................... Date---------------------------------------
04 Test Pit No. 1----------------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....................
_---.
--------------- ----------- .............
Description of Soi
----
V - -• - -- -•- --- --------------•-------------•---------•----------------------------•--••..-
G% --------- — r
V Nature of Repairs o, Al rations—Answer when applicable- ----------- ---------------- ----- -
L
A eement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TT T i
p 5 of the State Sanitary Code—The undersigned furtl,54 agrees not to place the system in
operation until a Certificate of Compliance has;�E
d by the board f li a
Signed.- ---• - -- -• --A- •---..__...••-•---•-
_D e !
ApplicationApproved By.................................................................................................. .........----:�--Dale J/
Application Disapproved for the following reasons----------------•----•--------------------------•-----------------------------------------------------------•---
--••--------•••-•-••••--._...••---------•-••-•-••••-•••-••-----------•-------•--•--••--•-----••----•- --------------------------------------------------------------------------------------•--------
�j' Date
PermitNo.-----•f�--•4.......................................... Issued............ .......................
No. &.. ........ Fss....... ...............
THE COMMONWEALTH OF MASSACHUSETTS
OARD OF HEALTH
L........OF.... ................1
App irati.ou for Uiopooal Works Tonotrurtion Prrmit
Application is hereby made fora Permit to Construct ( ) or Repair (St } an Individual Sewage Disposal
System at: `
L on•Addres r Lot
`.•� �-•�'�i... C� �%��� - ,...
���C..• Owner �r/'�( gddr S F
Installer Address /{
Q Type of'Building Size Lot.............................Sq. feet
U DwellingNo. of Bedrooms .Ex ansiontic Garbage Grinder
Other—Type�of Building .......... ........ No* of persons....... ----------------- Showers ( ) — Cafeteria ( )
,:-
,.. Other fixtures --`-------•--------------•----•----•-•--••- --•------------------•-----.----• --------•----------------------------------------------------
W Design Flow.........................................•,_gallons.per person per day.' Total daily flow............................................gallons.
WSeptic Tank—Liquid ca.pacity.._.___....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.........................................
Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................
4, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P1'
- ------------- ._.
-
O Description of Soi - - ---- ----------------- -----•------------- ...._...----•--•---...__........---------------------...--•---------------------
Vie':
x
----
U Nature of Repairs or A atlons—Answer w n applicable �- -r ��-- �---.�t . ..,.�.f�.'�B
l -�--
MtT
eement.:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Y^IT 1�1'<TTL�-.
1 — 5 of the State Sanitary Code— The undersigned.,furtl�e agrees not to place the system in
operation until a Certificate of Compliance has.beeWissuvdi.by the board f 1 'alfh!Signed.. �,'• �� ��
t. ,�
Application Approved By......................... e G
--.......... ............... . ..r/1 '
Date'
Application Disapproved for the following reasons:.............................................................--------------
- ' '
----------------------•......-'
it 1
..........................................................................................................................._...._.._•-------------....---............'...-----------------L.. -.....?....
,;Dale, `.*'
PermitNo....... ......................................... Issued.......... ..................
Date
THE COMMONWEALTH OF MASSACHUSETTS '
BOARD F HEALTH
........... ....OF......... f -> '�.4-.'...................
�rr�ifirtt�r of f�ont��t�tnrr
THL9 IS CE IFY, That thejmdividuX Sewage Disposal System co trusted ( ) or Rppaired ( )
r %/ ,.
has been installed in�accrdanc_e,4ith the pt isins of 5 of The State Sanitary Cod , as d cri in the
Lf o T
application for Disposal Works Construction Permit`No.- � da.ted_- .-_ ___._.- 0_.�
THEF.ISSUANCE OF`*IS CERTIFICATE S14ALL�NOT BE CONSTRUED AS A GUARANTEE THAT THE.
SYSTEM .WILL FUA TI N SATISFACTORY. 11?DATE.-• ..-•-'-./...... . .--•••--•--------------------••-•---•.... Inspector..... L/�% 2 - �-. .
THE COMMONWEALTH OF MASSACHUSETTS
p`. BOARD ' HEALTH
............... '�l.:-.......OF......./.V�:-,:.,4 _�-_4 ... ......�::-........._...............
No...�/p............... FEE._.b,..----...........
�io�ro o ko Tonor ton Tit.-.,
Permission is hereby . � � -
----- --..... ..1!�to Constr ( or Repair ( ) an ndividual Sewage. isposal Syste
s
as shown on the application for Disposal WoAs Construetrion Pe St ........ , �. ated.....- � - � .. G
o
.� -
-. --Boardd of Health ' r •••_ '
DATE .,5 .................................
a
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
3 m
FLOW-PROFILE D
RAISE COVERS .TO WITHIN r c Z
TOP OF FOUNDATION 6 in OF FINAL. GRADE VENT
a --I
EL - 42.75
rr PIPE p O.
Z , C
G) 70
2' LAYER OF,_I/8.,
OX MAX 1/2 STONE p
tL
3- DROP i
. FLOW LINE .,,�..�, � .� _,, p •,
- 7 (A Ui
io-LFPRECAST 3/4'-11/4' mo
4
NO" STONE
DRYWELL 48' GAS= +x ; r. a
BAFFLE
BOTTOM OF
39.00 6 SOIL ABSORPTION
a) 40-75 STONE LEACHING SYSTEM
6} 40.08 BASE •
36.45 GALLERY.
39.25 6 in STONE BASE 3 1
`' 12.65 Ft
1500 GALLON (END VIEW)
j
a) 63 rr SEPTIC TANK 44.4 c) 5.6 f,
b) 22-fr d) 14.9 ft 0 ADJUSTED
23.50 - SEASONAL HIGH
GROUNDWATER
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SOIL TEST LOG DESIGN CALCULATIONS
DATE OF TEST: DECEMBER II. 2004
SOIL EVALUATOR: DAVID D. COUGHANOWR, RS DESIGN FLOW: 4 BEDROOMS X 110 GPD - 440 GPD
WITNESS REOUIREMENT WAIVED - NO VARIANCES SOUGHT ALLOWANCE FOR GARBAGE GRINDER - 440 GPD x 1.5 - 660 GPD
NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 660 GPD X 2 DAYS - 1320 GALLONS
TEST PIT F PARENT MATERIAL: PROGLACIAL OUTWASH
ELEVATION - 41.90 {- PERC AT 50 in : 2 MIN/INCH IN C SOILS INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 50 ft x 13 ft x 2 ft LEACHING GALLERY CAN LEACH
0-9 Ap SANDY LOAM 10 YR 2/2 NONE FRIABLE A b o t - ( 50 x 13 ) - 650 s f
Asdw - ( 50 - 50 { 13 - 13 ) x 2 - 252 sf
9-26 B LOAMY SAND 10 YR 4/4 NONE LOOSE A t o t - 902 s f
26-148 C MEDIUM SAND 10 YR 6/4 NONE LOOSE, 10% STONES Vt 0.74 x 902 - 667.4 GPD
USE A 50 ft x 13 ft x 2 ft GALLERY. Vt - 667.4 GPD > 660 GPD REOUIRED
(,ROUNDWATER ADJUSTMENT
EXISTING GROUNDWATER LEVEL
BASED ON TOWN OF BARBSTABLE LEACHING GALLERY
GIS DEPARTMENT RECORDS.
INDICATED GW 19.00 CONSTRUCTION DETAIL
INDEX WELL AIW-247
ZONE C �—DRYWELL UNIT STONE
7
READING DATE DEC. 2004 \ 8'-6-x 4•-10-x 2'-9-
READING 25.0 2 ft EFF. DEPTH
ADJUSTMENT 4.5 50.0 f f
ADJUSTED GW 23.50
N 0 T i-Fg --
1) GARBAGE`*GRINDER-IS ALLOWED WITH THIS DESIGN 3.s' , 8.5' 8.5' ,.o' 8.5' G'
2) ALL LINES .T.O 'BE, SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 50.0 ft NOT TO
SCALE
3) ,ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS
OF 'MASSACHUSETTS'"TITLE 5 SEPTIC CODE (310 CMR 15)
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE EXCAVATING FOR SYSTEM.
5) EXISTING CESSPOOLS ARE TO BE PUMPED. COLLAPSED. AND FILLED_ OR REMOVED
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE
7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN
8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES SEWAGE DISPOSAL SYSTEM PLAN
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK -TO SERVE EXISTING DWELLING
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. LOUISE ISSOKSSON
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK.
89 MURPHY ROAD HYANNIS, MA
Ill SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL
STABLE BASE THAT HAS BEEN MECHANICALL'/ COMPACTED AND ON TO WHICH ECO-TECH ENVIRONMENTAL
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED` TO MINIMIZE UNEVEN SETTLING
43 TRIANGLE CIRCLc'SANDWICH MA 02563
ETE-1876 IDEC 26, 2004 2/2 1.
HYANNIS. MA
CONTOURS PLAN REFERENCE
r
- 50-Ft x 13 ft X 2 I t CHESTNUT ST,
EXISTING - - - - - - - 50 Z ' LAND COURT PLAN 18327-C
LEACHING. GALLERY >
MINIMAL GRADING PROPOSED g �� ASSESSOR'S MAP: 309
a =w LOT: 157 42 z
ON oj<w<3 {t r.. .� O. ,
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w \
moo
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a 4 F1 . STEVENS ST> M � VENT .F VED DRIVEW a F ;M PIPE. LOCUS MAP
PA ts-O C
w
NOT `TO SCALE
LL Z
1 - • \
wN 1 �Yi l'S 8-/0 7B
�- _ +_ ft L E GELID .
J� N J z 3 / AREA 21164 s{ 25,00 1500 GALLON
t5-D
N V
U J > �/ SEPTIC TANK o •` c
x J o �,,�M BENCH MARK
W Q w r O X Zo- 2 -P D-BOX
#r TOP OF FOUNDATION
J ( UD (� ELEVATION - 42.75 TEST PIT
z LU 1 T M M -� 22 f f ? \\ USGS DATUM ASSUMED
� o 1 v T f Z ' EXISTING
1 v,o Z O G) b ,;�� CESSPOOL
o� o + � Z GAO �'
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w < tl SEWAGE DISPOSAL SYSTEM' PLAN
LL o U ( e ,} , -TO- SERVE EXISTING DWELLING
o NOTE ,
rill C)
o lip � N -
• v O 0 ` EXISTING CESSPOOLS A AND 8 / s �' L O U I S E I S S O K S O N
W ARE TO REMAN IN PLACE- TO , `
Chm
Fo
t0 (!� HANDLE FLOW FROM' / 89 MURPHY- ROAD• HYANNIS. MA
0 N Q SEWER LIVE a 05ATE S,�wAl,K ECO-TECH ENVIRONMENTAL
O
" `� �' —� 5•04 f' �"� 43 TRIANGLE CIRCLE SANDWICH MA 0256
N F� �, PAS I��' 508 364-0894
.-- PLAN
LL .�� oAD r ETE-1876 DEC 3b. 2004 g 1/2
AcoNR SCALE: I in 20 1 f THS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT
ARS THE STAMP AND'SIGNATURE OF THE DESIGN ENGINEER
B LOT IS NOT IN GROUNDWATER PROTECTION ZO RIGNAL PLANS NTENDED'TOR SUBMITTAL TO THE BOARD
OF HEALTH WILL BE SIGNEVIN BLUE AND STAMPED N RED.
SOIL TEST LOG DESIGN CALCULATIONS
DATE OF TEST: DECEMBER II, 2004
SOIL EVALUATOR: DAVID D. COUGHANOWR. RS DESIGN FLOW: 4 BEDROOMS X 110 GPD - 440 GPD
WITNESS REQUIREMENT WAIVED - NO VARIANCES SOUGHT
NO GROUNDWATER E ROGLACIALDOUTWASH SEPTIC TANK: 440 GPD X 2 DAYS - 880 GALLONS
TEST PIT I PARENT MATERIAL:
ELEVATION - 41.90 •- PERC AT 50 in : 2 MIN/INCH IN C SOILS INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL A B S O R B T I O N SYSTEM: A 50 ft x 13 ft x 2 ft LEACHING GALLERY CAN LEACH
0-9 Ap SANDY LOAM 10 YR 2/2 NONE FRIABLE Abot - ( 50 x 13 ) - 650 sf
Asdw - ( 50 + 50 13 + 13 ) x 2 - 252 sf
9-26 B LOAMY SAND 10 YR 4/4 NONE LOOSE A t o t - 902 sf
26-148 C MEDIUM SAND 10 YR 6/4 NONE LOOSE, 10% STONES V i 0.74 x 902 - 667.4 G P D
USE A 50 ft x 13 ft x 2 ft GALLERY. Vt - 667.4 GPD > 440 GPD REQUIRED
CROUf41DWATER ADJUSTMENT
EXISTING GROUNDWATER LEVEL
BASED ON AR TOWN OF RBSTABLE LEACHING GALLERY
GIS DEPARTMENT RECORDS.
e
INDICATED GW 19.00 CONSTRUCTION DETAIL
INDEX WELL AIW-247
ZONE C DRYWELL UNIT STONE
READING DATE DEC. 2004 \ 8'-6'x 4'-10'x 2'-9'
READING 25.0 2 h EFF, DEPTH
ADJUSTMENT 4.5 50.0 ft
ADJUSTED GW 23.50 - --
0 O
s M
N 0 TYE S M -
1) GARBAGEt,GRINDER NOT ALLOWED WITH THIS DESIGN 3.5' 8.5' G E.5' ,3.C' 8.5' - v' 8.5' 3.5'
2) ALL LINESTQ ^ 'SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 50.0 ft SNOT TO
CALE
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS
• OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15)
4) INSTALLER -TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE EXCAVATING FOR SYSTEM.
5) EXISTING CESSPOOLS ON EAST SIDE OF HOUSE ARE TO BE PUMPED. COLLAPSED.
AND FILLED OR REMOVED.
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE
7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0' BEFORE PITCHING DOWN SEWAGE DISPOSAL SYSTEM PLAN
8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES -TO SERVE EXISTING DWELLING
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT LOUSE ISSOKSSON
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 89 MURPHY ROAD HYANNIS. MA
II) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL E(,O-TECH ENVIRONMENTAL
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING
43 TRIANGLE CIRCLE SANDWICH MA 02563
ETE-1876 DEC 26. 2004 2/2