HomeMy WebLinkAbout0027 MIZZENTOP LANE - Health 27 M lizzentop Lane
Centerville
A = 227 — 068
UPC 12543
iVo. 53LOR „-
HASTINGS. MN
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TOWN OF BARNSTABLE
LOCATION 'R/ f O R SEWAGE #:Q'a.'51/Q
VILLA SSESSOR'S MAP & LOT 2 �
INSTALLER'S NAME&PHONE NO.;Lki 1,<,eo 7 ��-� L2�S=�
SEPTIC TANK CAPACITY _J,✓a-f)
LEACHING FACILITY: (type) Qf L (size) 4L-01-5✓
NO.OF BEDROOMS
BUILDER OR OWNER 171�2 9AIJ
PERMPTDATE: COMPLIANCE DATE: 13-02-
Separation Distance Between the:
Maximum Adjusted.Groundwater Table to the Bottom of Leaching F ility Feet
rrivate Water Supply Well and Leaching Facility (If any wells xisf
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 M�ZZenD SEWAGE #
VILLAGE W fi'S -P ASSESSOR'S MAP & LOT 3LP 00
INSTALLER'S NAME&PHONE NO. LUT 3�
SEPTIC TANK CAPACITY CQSSP02 1
LEACHING FACILITY: (type) - C.S S W 1 (size)
NO.OF BEDROOMS 3
BUILDER OR OWNER S• I+raey\vr4
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 lea hing facility) Feet
Furnished by
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No. .2U0?—.� ✓ Fee$50.00
THE COMMONWEALTH OF MASSACHLrS ETTS' Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pplitation for Rio pogal bpgtem Congtruction Permit
Application for a Permit to Construct( )Repair(x�i Upgrade( )Abandon( ) l Complete System El Individual Components
Location Address or Lot No. 27 Mi z z entop Rd. Owner's Name,Address and Tel.No.
I� Laurie Markard
Assessor's npf-arA 8 31Z e V J L. e
Installer's LL� mL e,�-AdUUdrbebss d�T J.No. Designer's Name,Adaess and Tel.No.
m. e. > "o inson Septic Servic David Coughanowr
P.O. Box 1089 43 Triangle Cir
Centerville,
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other 'I'Ype of Building r e s i d e n t i a l 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 1520 Type of S.A.S. CA.-kaa of Soil
Nature o orAlte tions nswerw n �,�ahle) we will install a new Title-5 septi C
$ ii t to e Mans o �sVTDCougnanowr — a e
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 ironmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue by thi of Health.
Signed I Date
Application Approved by ` _ Date ill a--v 7
Application Disapproved for the following reasons
Permit No. 2 On!2 .S-YO Date Issued I/—/3 -
No. 200? 7 /b �+ r,:. a: y Fee 5H000
:...� ¢:
THE COMMONWEALTH OF MASSACHUSETf&I'. I Entered in computer: l �
es
PUBLIC HEALTH DIVISION -TOWOF BARNSTABLE., Y
N� E., MASSACHUSETTS,._
Rpprication for �Diopooal bpotem Cougtruction Vermit
"Application for a Permit to Construct( . )Repair(x:k Upgrade( )Abandon( ) KI Complete System 0 Individual Components
Location Address or Lot No. 27 Mizzen top Rd. Owner's Name,Address and Tel.No.
npf
p rt Laurtlte Markard]
Assessor's azceL q
ti.
Installer's e,Address, d Tel.No. Designer's Name,Ad ss and Tel.No.
u 'm. e. I�C"obinean Septic Servic David Coughanowrp
P.O. Box 1089 43 Triangle Cir `
Centerville MA 02632 Sandwinh , MA 026
Type of Building: N;
Dwelling No.of Bedrooms �'` Lot Size sq.ft. Garbage Grinder( ) '
Other Type of Building residential 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 /00 Type of S.A.S. ®• f
Description of Soil
�4
Nature of or Ante ns ns er wh n an 1�cahle) we will install a new Title-5 lepti e
, �. Ll�tt tZ5 L � ��alwis o u�V riJOughdriowr #ETE-1307 Cated -I
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 vironmental Code and not to place the system in operation until a Certifi-
1. cate of,Compliance has been issue by tl of Health. '/
Signed Date 0/ ,/ ` a
Application Approved by Date Il-/3-0 2
- :fApplication Disapproved-for the following reasons i
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Permit No.- 2 no? S-�/° Date Issued
` THE COMMONWEALTH OF MASSACHUSETTS
Markard BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired(xx)Upgraded( )
Abandoned( by Wm.1E. Robinson Septic Service
at 27 Miazentop Ln. , ,Hyannisport has been constructed in accordance
with the rovisions of Title 5 and the for'Disposal System Construction Permit No. aooD--.S-t/U dated /1-/3- &2
Installer m' E.• Robinson,'Sr• Designer David Coughanowr
The issuance of this permit shall not be construed as a guarantee that the s stem will nction�d&ign�d.
Date �. Inspector fp
No. DUd,2- 9-yo Fe$ 0-00
Markard THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Mtopooal bpelem Cow5truction Verrait
Permission is hereby granted to Construct( )Repair( S)Upgrade( )Abandon( )
System located at 27 Mizzentop Ln. , Hyannisport
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 date of�Mermi .
Date: l �'f "0 z Approved by
TOWN OF BARNSTABLE .� I
LOCATION � SEWAGE #
VII,LAGE 6� Ycs�t 1ESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
� `
SEPTIC TANK CAPACITY � o
LEACHING FACILITY: (type) �•ar a' E C.. (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: /l 13 COMPLIANCE DATE:
Separation Distance Between the:. Feet
Maximum Adjusted Groundwater Table to the Bottom of Leaching F ility
Private Water Supply Well and Leaching Facility (If any wells zist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands a 'st Feet
within 300 feet of leaching facility)
Furnished by
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HYANN/SPORT. MA
PLAN REFERENCE CONTOURS F�M
PLAN BOOK 103 PAGE 127 EXISTING - - - - - - - 40 e
ASSESSOR'S MAP: 227 MINIMAL GRADING PROPOSED m ''
LOT: 68 Q.Loctn
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W BENCH MARK Gar
LOCUS M A P
PAINT SPOT ON PATIO NOT TO SCALE
�w N24 ft`x 12.5 ft x 2 ft ELEVATION - 43.90
00 38 USGS DATUM ASSUMED
LEAc-=HING GALLERY
wN 40 -WE 1+20 LINTS
r iv Q } w 42
J_ � J Z cr o 43
N W = W ,w _ 44/o LEGEND
u3 U J o>c'
J o_ 38 E T ,�0 00 �r 1500 GALLON o 0 0
o W < ow �
o ` SEPTIC TANK
D-BOX O
= W N TEST P1T
�W o° O J LOT 35 [ , , EXISTING
a p zs p C'� � AREA - 7500 cf CESSPOOL O
0
UTILITY POLE -8-
WLLO �Cl WATER HYDRANT O
OLLu w 40/ 18-0 O=G � O W TTER
WATER L►� GAT141
e TREE
O w / - Q
C `- Q Q� O \ 1N-NUZESRLETTER DENOEFERS TO TESETYPE !8-P
W 42 !� 0-OAK M-MAPLE P-PNE
`o^ 43 pf�VED 44
�/0000
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J �LL m (�j SEWAGE DISPOSAL SYSTEM PLAN
0 o
PLAN TO SERVE EXISTING DWELLING
M LLoo w SCALE: I in = 20 f t ZD OFs9 LAURIE MARHARD
0-- E.- (o Ln D oG 27 MIZZENTOP LANE HYANNISPORT. MA
} -P logj ECO-TECH ENVIRONMENTAL
ti
��'sTE �° y 43 TRIANGLE CIRCLE SANDWICH MA 0256
—� w N 4 to 508 364-0894
H ETE-1307 NOV 6. 2002 172
THS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT
BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGINEER
r . - ORICKNAL fL'ANS INTENDED FOR SUBMITTAL TO TFIE BOARD
%t OF HEATH WILL BE SIGNED N BLUE AND STAMPED N RED.'
SOIL TEST LOG DATE OF TEST: NOVEM D. 2, HAN DESIGN CALCULATIONS
SOIL EVALUATOR: DAVID D. COUGHANOWR, RS
WITNESS REQUIREMENT WAIVED
NO GROUNDWATER
TEST PIT I PARENT MATERIAL: E ROGLACIALDOUTWASH DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD
ELEVATION - 40.92 +- PERC AT 66 in : 2 MIN/INCH IN C SOILS
- SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS
DEPTH ' SOIL USDA SOIL SOL COLOR SOL OTHER INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
0-18 PILL
18-19 O LOAM 10 YR 2/1 NONE FRIABLE SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH
19-23 A LOAMY SAND 10 YR 4/5 NONE " FRIABLE A b O t - ( 24 x 12.5 ) - 300 s f
23-48 B LOAMY SAND 10 YR 4/6 NONE LOOSE A s d w - ( 2 4 + 2 4 + 12.5 + 12.5 ) x 2 - 146 s f
Atot - 446 sf
48432 C MEDAJM SAND 25 Y 6/4 NONE LOOSE V t 0.74 x 446 - 330.04 G P D
USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.04 GPD > 330 GPD REOUIR.ED
GROUNDWATER
ADJUSTMENT
OBSERVED GW: 11.0 LEACHING GALLERY
P
INDEX WELL: MIW-29 CONSTRUCTION DETAIL
ZONE: B DRYWELL UNIT -USE H-20 UNITS
READING: OCT 2002
LEVEL: 9.9 e 2 , EFF. DEPT
H TH STONE
ADJUSTMENT: 5.6 ft 24.0 ft
ADJUSTED GW: 16.6o
NOTES
0
1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN to
T IA
2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM.
0
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 2.5- 8.5' 1 L2 f, 8.5• 2.5'
BEFORE EXCAVATING FOR SYSTEM. 24.0 ft NOT TO
5) EXISTING CESSPOOL TO BE PUMPED. COLLAPSED, AND FILLED. OR REMOVED SCALE
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
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM,
SEWAGE DISPOSAL SYSTEM PLAN
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK.
II) SEPTIC TANKS" SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL
-TO SERVE EXISTING DWELLING
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH LAURIE MARHARD
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING
1 2) FINAL GRADE OVER SYSTEM TO SLOPE SO AS TO ,PREVENT RAINWATER FROM 27 MIZZENTOP LANE HYANNISPORT, MA
PONDING OVER SOIL ABSORPTION SYSTEM: ; :,
ECO-TECH ENVIRONMENTAL
43 TRIANGLE CIRCLE SANDWICH MA 02563
ETE-1367 NOV 6. 2002 2/2
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