HomeMy WebLinkAbout0011 MOCO ROAD - Health c IVIoco,�Road
W. Barnstable . P
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TOWN OF BARNSTABLE
LOCATION I" SEWAGE #
VILLAGE / �,7'/�'�/�'IQ. i ASSESSOR'S MAP & LOT ?Z '0:71
R4STALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACII.ITY: (type) � 4Q (size)
,NO. OF BEDROOMS ey-7
4bMBE&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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TOWN OF BARNSTABLE
LOCATION tM 000 " SEWAGE # 2WS
VILLAGE Wc2t 6asas•6 4 Le ASSESSOR'S MAP & LOT 21 E' �I
INSTALLER'S NAME&PHONE NO. 5&4 c 50-✓,4c $bw 77S-7 7%.
SEPTIC TANK CAPACITY t sb0 64 I(d1l f
LEACHING FACILITY: (type) r) bfV%^--JV (size) 13 X a S&r-fOtC
1q0:OF BEDROOMS 3
9UMDER OR OWNER DO^vsla"'
PERMITDATE: a�IT�F f O . COMPLIANCE DATE: -)7 0 T
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility (,0 Feet
Private Water Supply Well and Leaching Facility (If any wells exist
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on site or within 200 feet of leaching facility) C Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by 7226- 6 CS
L6FT SIM. DIP Ho'JSE
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No. AZ J5 l f. F$, 0 0 _0 0V,.,-
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
r Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zippfication for W5pogal 6pgtem Com6truction Verrait
Application for a Permit to Construct( , )Repair( )0 Upgrade( )Abandon( ) 11 Complete System O Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No. 3 6 2—2 4 0 9
11 � I o Rd, W Barnstable Michael & Mary Ann Donovan
Assessors ap aarcel 11 Moco Rd, W Barnstable
215 03 1
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 Service Eco-Tech
PO Box 1089, Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(no)
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
tic
Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 septic
system to plans of Eco-Tech, #ETE-1832.
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 lth.
igned Date
Application Approve Date
Application Disapproved for the following reasons
Permit No. S —0-7 ) Date Issued a 0
'No C)vo J5 Feel 00.00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
jr -6 Yes
PUBLIC HEALTHDIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
2pplication for Zi offal elem Con!5tructiou Permit
p
Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No. 3 6 2—2 4 0 9
11 Moco Rd, W Barnstable Michael & Mary Ann Donovan
Assessor'sMap/Parcel 215l 0.3 11 Moco Rd, W Barnstable
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 St)A,eptic Service Eco-Tech
PO Box 1089, Cente�,, le 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(nc)
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
P -
Nature of Repairs or Alterations(Answer when ap licable) Install anew Title 5 septic
system to plans o Eco-Tech, ETE- 832.
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 Enviro mental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Bo Hof Hiffilth.
igned Date -A pc
Application Approved Date
Application Disapproved for the following reasons
Permit No. h S 0 Date Issued 0-s
_..
THE COMMONWEALTH OF MASSACHUSETTS
Donovan 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
at 11 Moco Road, W. Barnstable h s been construct d in accordance
for Disposal System Construction Permit No. I ) ' dated a US
with the provisions of Title 5 and the o s os s
P P Y
Installer Designer h
The issuance of this permit shall not be construed as a guarantee that the sys,em ill/ n at as signed.
Date 1 7t Inspector / V
—— ——— ——————.———————————•—————————————
No. S'0-7 I Al 0 0.00
Donovan THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Mi.5pogar 6p.5tem Construction Permit
Permission is hereby granted to Construct( )Repair( X)Upgrade( )Abandon( )
System located at 11 Moco Road, W. Barnstable_
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 be completed within three years of the dat off thi this
c�-
Date:_,. " �'!�5 Approved by
TOWN OF BARNSTABLE
LOCATION ( •iMOCv SEWAGE # 2W5- 01 1
VILL AGE �(,V �e��1 6�t ASSESSOR'S MAP & LOT 15'- P
INSTALLER'S NAME&PHONE NO.. 116040- 5feLc Ser✓'ce Saj '77T'770(o
SEPTIC TANK CAPACITY!
2 �
LEACHING FACILITY: (type). f� �dV � (siie)X��13 X a �o�eJo�f
NO.OF BEDROOMS 3
BUILDER OR OWNER
PERMIT DATE:_l __—COMPLIANCE,DATE: a 7 0
Separation Distance Between the: �o f�
Feet
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility (If any wells exist lacy
on,site or within 200 feet of leaching facility) Feet
Fa ' ' If an wetlands exist
. Edge of Wetland and Leaching �ty( Y Feet
within 300 feet of leaching facility)
Furnished by ZD 6
S PVC
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?500H :30 9013 -1
Town of Barnstable
TME Regulatory Services
Thomas F. Geiler,Director
* BARNSFABLE,
7 MASS. Public Health Division
i639'. �0
'°TEc M'A'�° Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date:
4
Designer: Eco-Tech Installer: Wm E Robinson Sr Septic
Service
Address: 43 Triangle Circle Address: PO Box 1089
Sandwich Centerville
On *K)0r---Wm E Robinson Sr Sept iwas issued a permit to install a
(date) (installer) Service
septic system at 11 Moco Rd, W Barnstable based on a design drawn by
(address) ,
Eco-Tech dated 1 2-1 1 -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
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.
Hofs
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CUl1ra �+'' tNR +
( ller's gna e) 4� 1093 o �'
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARN STABLE PUBLIC HEALTH DIVISION. CERTIFICATE }I
OF COMPLIANCE WILL NOT BE :ISSUED _UNTIL BOTH THIS FORM AND .AS .. 4 �
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. ,
THANK YOU.
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Q:Health/Septic/Desiper Certification Form
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0 i. PLAN REFERENCE _ CONTOURS — ROUTE 6A <
oc� / ���/ VD PLAN f 00K 173 PAGE 91 EXISTING - - - / - - - 50, �e`�
�m C— ASSESS'OR'S MAP: 215 ` MINIMAL GRADING PROPOSED y cy
waoaw I LOT: 243 \' M�cO R° o�� - o
> 0JN k M 1500 GALLON o 0 0
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O o 0 o U AREA - 15409 Sf +- `� \ SEWAGE DISPOSAL SYSTEM PLAN
o LL I„ o o� TO SERVE EXISTING DWELLING
co
n 1 o w \� o �t MICHAEL & MARY ANN DONOVAN
+ t° 4836 \ 3� II MOCO ROAD WEST BARNSTABLE. MA
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'08 Q� ECO-TECH ENVIRONMENTAL
o _�, lIo 43 TRIANGLE CIRCLE SANDWICH MA 0256
o o o A - 68.00 112 BENCH MARK 508 364-0894
H o ETE-1832 DEC II, 2004 I/2
SCALE: I in = 20 ft ELEVATION - 107.31
USGS DATUM ASSUMED THS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT
' BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGINEER
ORIGINAL PLANS INTENDED FOR SUBMITTAL TO THE BOARD
OF HEALTH WILL BE SIGNED N BLUE AND STAMIPED N RED.
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SOIL TEST LOG ' DESIGN CALCULATIONS
DATE OF TEST: NOVEMBER 12, 2004 jj
SOIL EVALUATOR: DAVID D. COUGHANOWR. RS 4 DESIGN FLOW: 3 BEDROOMS X 110 GPD — 330 GPD
WITNESS REQUIREMENT WAIVED — NO VARIANCES SOUGHT
NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2' DAYS — 660 GALLONS
TEST PIT I.. PARENT MATERIAL: PROGLACIAL OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
ELEVATION - 105.3 ;- PERC AT 92 in 5 MIN/INCH IN C SOILS.
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: THE LEACHING GALLERY DEPICTED BELOW CAN LEACH
Abot - ( 23.5 x 13 ) -0.5 - 305.5 sf
0-34 FILL Asdw - ( 23.5 - 22.5 - 13 12 - 0.7 ) x 2 - 143.4 sf
Atot - 448.4 sf
34-40 A LOAM 10 YR 3/2 NONE FRIABLE V t 0.74 x 448.4 — 331.8 G P D
40-66 B' SANDY LOAM 10 YR 4/6 NONE FRIABLE USE THE GALLERY DEPICTED BELOW. Vt 331.8 GPD > 330 GPD REQUIRED
66-144 C LOAMY SAND 10 YR 6/3 NONE FRIABLE
GROUNDWATER ADJUSTMENT
EXISTING GROUNDWATER LEVEL LEACHING GALLERY
BASED ON TOWN OF BARBS-TABLE
GIS DEPARTMENT RECORDS. - WITH CUT CORNER
INDICATED GW 35.00
INDEX WELL SDW-252
ZONE B CONSTRUCTION DETAIL
ZONE
READING 47.6 DRYWELL UNIT
ADJUSTMENT 2.6 8.-6'x 4'-10'X 2'-9' STONE
ADJUSTED GW 37.60 2 ct EFF. DEPTH
22.5 ft
o
1_
,for
a l) GARBAGEGRINDER NOT ALLOWED WITH THIS DESIGN p O
t�2) .ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. c�
31"":fCLL•^ COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS
- ' OF=, M'A'-SSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15)
4). INSTALLER TO ,VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 3.25' 8.5' 8.5' 3.25'
~ BE.FORE EX.CA•VATING FOR SYSTEM. NOT TO
j5.,).°-EX ISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND REMOVED. ALL CONTAMINATED 23.5 ft SCALE
SOILS ARE TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
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
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT -TO SERVE EXISTING DWELLING
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM,
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. MICHAEL & MARY ANN DONOVAN
11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL II MOCO ROAD WEST BARNSTABLE. MA
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING ECO-TECH ENVIRONMENTAL
12) UNSUITABLE SOILS ENCOUNTERED WITHIN THE SOIL REMOVAL AREA ARE TO BE
REMOVED DOWN TO THE LOAMY SAND STRATUM AND REPLACED WITH CLEAN 43 TRIANGLE CIRCLE SANDWICH MA 02563
MEDIUM SAND PER TITLE 5.
ETE-1832 DEC II. 2004 1 12/21
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SOIL TEST LOG DESIGN CALCULATIONS
DATE OF TEST: NOVEMBER 12, 2004
SOIL EVALUATOR: DAVID D. COUGHANOWR. IRS DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD `
WITNESS REQUIREMENT WAIVED - NO VARIANCES SOUGHT
SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS
NO GROUNDWATER ENCOUNTERED
TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
ELEVATION - 105.3 +- PERC AT 92 in : 5 MIN/INCH IN C SOILS
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: THE LEACHING GALLERY DEPICTED BELOW CAN LEACH
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
Abot - ( 23.5 x 13 ) -0.5 - 305.5 sf
0-34 FILL A6dw ( 23.5 + 22.5 4 13 12 - 0.7 ) x 2 - 143.4 sf
Atot - 448.4 sf
34-40 A LOAM 10 YR 3/2 NONE FRIABLE
Vt 0.74 x 448.4 - 331.8 GPD
40-66 B' SANDY LOAM 10 YR 4/6 NONE FRIABLE USE THE GALLERY DEPICTED BELOW. Vt - 331.8 GPD > 330 GPD REQUIRED
66-144 C LOAMY SAND 10 YR 6/3 NONE FRIABLE
GROUNDWATER ADJUSTMENT
EXISTING GROUNDWATER LEVEL LEACHING GALLERY
BASED ON TOWN OF BARBSTABLE
GIS DEPARTMENT RECORDS. - WITH CUT CORNER
INDICATED GW 35.00
INDEX WELL SDW-252 CONSTRUCTION DETAIL
ZONE B
READING 47.6 —DRYWELL UNIT
ADJUSTMENT 2.6 e'-e'x a'-io'X 2'-9' STONE
ADJUSTED GW 37.60 2 r, EFF. DEPTH
22.5 ft
NOTES — .
I) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN p O
2•) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. cv M
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 3.25' 8.5' 8.5' 3.25'
BEFORE EXCAVATING FOR SYSTEM. NOT TO
23.5 f t
,,5) EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND REMOVED. ALL CONTAMINATED SCALE
SOILS ARE TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
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
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT -TO SERVE EXISTING DWELLING
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. MICHAEL & MARY ANN DONOVAN
11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL II MOCO ROAD WEST BARNSTABLE. MA
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING ECO-TECH ENVIRONMENTAL
12) UNSUITABLE SOILS ENCOUNTERED WITHIN THE SOIL REMOVAL AREA ARE TO BE
REMOVED DOWN TO THE LOAMY SAND STRATUM AND REPLACED WITH CLEAN 43 TRIANGLE CIRCLE SANDWICH MA 02563
MEDIUM SAND PER TITLE 5.
ETE-1832 DEC II. 2004 12/2
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THE DWELL I NG DEPICTED ON THIS mw
PLAN WAS LOCATED ON THE GROUND
BY SURVEY ON MAR. 9. 2004 AND
?� PLOT PLAN
EXISTS AS SHOWN AS OF THE DATE
OF LOCATION.
3��8/z�a BAh'NSTABLE. MA.
THIS PLAN IS FOR PLOT PLAN SCALE: 1'-20' MAR. 18. 2004
PURPOSES ONLY AND NOT FOR
'k RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING, INC
OR ESTABLISHING PROPERTY LINES.
923 Yimouthport. Uk Route
02675
(WB) 36"132
THIS PLAN IS VOID IF NOT (M) 432-UM
STAMPED AND SIGNED IN RED. _.__._.._..
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DATE 7./ O
DRAWING NUMBER
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