HomeMy WebLinkAbout0046 JOHNSON LANE - Health �4 JOHNSON LANC, CCNMRVZLLC
A - 193-045 _ --
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No. 42101/3 ORA
ESSELTE
10%
(5
0 O O O
TOW, .L(i
NOFBAfRNSTABLE l �
LOCATION 4 6 . �h n S o�^1 ni- SEWAGE # TO
VILLAG ASSESSOR'S MAP & LOT I —Dy�E
INSTALLER'S NAME P ONE N0; t
s� s f +6
SEPTIC TANK CAPACITY ' 1
LEACHING FACILITY: (type)' (size)JC}X15 5�
NO. OF BEDROOMS
'BUILDER OR OWNER
PERMITDATE: 1� I ,,COMPLIANCE DATE: to D
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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OF}{CaSi'
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{�► �-rq`�r� a 161 - �4'fo�`
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$ � 1101
Fee—_�K -------------
' BOARD OF HEALTH
TOWN OF BARNSTABLE
ZpplicationArlVell Congtructionpermit
Appl�'c ti n is hereb made for a rmit to Construct ( ), Alter ( ), or Repair ( )an individual Well at:
— L anon — Address Assessors Map and Parcel
Owner Address
--—- !�
Installer — Driller Address — —
Type of Building
Dwelling-- ---- - - -- - -
Other - Type of Building------------------- No. of Persons--,gyp-----------------------
Type of Well -- Capacity
---------------- -------------------
Purpose of Well-----TT2'- v'"=— —
)01
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
place the well in operation unti ert' Vxof a has been issued by the Board of Health.Signed — —
date
Application Approved By
date
Application Disapproved for the following reasons:-------------- - --- -- ----
---------- - ---- --------------------------------------- --
date
Permit No. 0 vas'�.0� ---- Issued-4�--- -__� date- --
—
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of ComPhance
THIS IS CE TIFY, ghat the Individual Well Constructed (Y1, Altered ( ), or Repaired ( )
��-(f—_ t�fo k d-- -- --— —-- —------ —-------
bY-- -------
Installer
at
� � �� r
--------- ----------------
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. Dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE---------- —- — Inspector-- --- - - --_-----—----
� v
Fee--�==------------4.
,
5 t•;
^ BOARD OF HEALTH
TOWN OF BARNSTABLE
Zipp[icationjorlVe[C ContructionVermit
Applrc ti.n is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at:
— — — -- _— L ation — Address —-- Assessors Map and Parcel --
k '
-- —___---------- Address
-- ------- ------ - -- - --
Installer — Driller �'
�— Owner
Address -- — —
` Type of Building
I Dwelling - -- - ----------
Other - Type of Building-------------------- - No. of Persons---------------------------------
�'�
' TYPe of Well Capacity----------------- ------------------- -
!. Purpose of Well
I
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The j
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until-a Certi '-ate of di Tian a has been issued by the Board of Health.
— ------ --- — `- �'S
l Signed date
Application Approved By =I--------— �� =-
date
+ Application Disapproved for the following reasons:— --------- --- — ----— ---------
' — date —
j ' G O( U-p -- -- --
Permit No. _ v-�--- — ---- Issued— =- ---5 --
date —
{ BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate ®f Comptiancr
THIS IS,,10 CERTIFY, That the Indi idual Well Constructed ('1, P►ltered ( ), or Repaired ( )
Installer
------- ------
at
--
L�� --•w�L/��'�"j-✓ �/VEPw �� -- --- --- --- ---
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. Dated A-' 2G=k_5
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
ti DATE----- - -- -- Inspector------ - - ------- ----
f BOARD OF HEALTH
t
TOWN OF BARNSTABLE
,
Well con$truct ion Permit
No c�UU S '=�Il Fee
Permission' sh
is hereby granted
to Construct (L- AItee ), or Repair ( ) an Individual Well at:
Street
as shown on the application for a Well Construction Permit
i
No.---�0��U-1-�� - Dat - _—
- - — -L -----------------------------
Board of Health
DATE-- �°�`—� --
j
,
-7 �6
Ljq�C AT ION --SEWAGE PERMIT NO.
IF
VILL_ AGE
I N S T A LLER'S NAME i ADDRESS j
A?c k &o yc 7—
U I L D E R OR Owll ER _
DATE PERMIT ISSUED, / _�'Z
DATE COMPLIANCE ISSUED
{
to
7
3p �o
� jk
N.. �` — V' ` 9 Fee k
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
2pplicatfon for �Digotal *pgtem Congtruction 3permit
Application for a Permit to Construct( . )Repair( ✓)Upgrade( )Abandon( ) L�/J Complete System ❑Individual Components
Location Address or Lot No.4(Q V LAME Owner's Name,Address and Tel.No.
CENTF_Z,J% LE N114 VC—NeJ15 M*Al1ZZh
Assessor'sMap/Parcel lq 'Qys 4S71 FALKS ,i3 k< y3p3S
Installer's Name,Address,and Tel.No.P GODesigner's Name,Address and Tel.No.
� 7 P NkY (t %PND 70-aox 10S4
P• 2, 1(�(1 ostE(���.0 vz(.sS soja-' z -33ti
Type of Building: 620
Dwelling No.of Bedrooms Lot Size 31.%(-3 sq.ft. Garbage Grinder(A C)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow SSS gallons per day. Calculated daily flow 55 6 gallons.
Plan Date OM6P-t. 3, L®c.I Number of sheets 7- Revision Date
Title S%TF, KKJJ ORMe (- S SZEM
Size of Septic Tank ISO Type of S.A.S. LEAC.hW(P DEb Ql\ nSd
Description of Soil;(3-ilk'-A- 5AVVY L®AM , 10-Z6'--6-- SM-b-4 LONM
Z()-fody - C I - SNA IDS.Y LOW . !eQ ' 1Z0- C- PnMy V\ 5W6
_wkreR EAKA%),.jTE'�E�! 721%
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: a I
Agreement:
The undersigned agrees"-o 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 i ued.�b.y t 's Bo of Health. ¢
Signed •J Date S 0 1
Application Approved by O .� � Date it JOU4_
Application Disapproved for the following reasons
Permit No. (o Date Issued I O
Noh'4 JVL-J, �Cj.. �, Fee
*w THE" ONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASISACHUSETTS
Applitation forsfov
jBiqo5al 6pztem (ConglTuction permit
' Application for a Permit to Construct( )Repair( V)Upgrade( )Abandon( ) 5/complete System D Individual Components
Loc Ion Address or Lot No.4(4 SOt{1JyD 0 CANE Owner's Name,Address and Tel.No.
Q_r=M V 1t.LE Mf1 n►n��5 P(11}1J12 Z1�
Assessor's 19�'Qys q57 FA1..1�1'R1<,'347
" ameL %St#\Mi6 VS035"
?^+' Installer'ss Nra�me,Address,and Tel.No. � J�j' Designer's Name,Address and Tel.No.
, C�-�v� svwVtW G N r,
7 PA�t�'R ticFtD P.o.3ox bS9
P.
X b 29 I- re E bz6ss saB-4-L. ,- �3ti
Type of Building: 61(DTt
Dwelling No.of Bedrooms 5 Lot Size :3 %1 sq.ft. Garbage Grinder(AJC
'Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
` Design Flow SSS gallons per day. Calculated daily/flow SS o gallons.
Plan-Date OM6eP, 3, 601�-1 Number of sheets 7-. Revision Date
' Title S1 ?LA J ?Ro?nez> 5(,r Tkc__ 5`1S1CM
Size of Septic Tank ISOb, Type of S.A.S. t_04.t1\7)Co DEt� �.15 TSd
Description of Soil,0-16'-A- S ,.PVY COAM , to-Zo-3- SANDY L0401; VOR
Zb-bb" - C 1 - SKN V LOAM (o0-1Zo= C- MCVA' vin 5A,V6
Nature of Repairs or Alterations(Answer when applicable)
II Y
Date last inspected: tic I a !CI
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_
cat6d Compliance has been ' sued by this Boarq of Health. (� ""
.Signed ;. V 0 Date 1 '0
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued l U I to t o
+ THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(✓ )Repaired( )Upgraded( �)
Abandoned S )by P., No.,!o c 41"',.
at (� (//t A .l( � �� c has been constructed in accordance
withthe provisions of Title 5 and the for Disposal System Construction Permit No. Cal- (n1 U dated a In t>
Installer Designer
The issuance of thi ermit s�all not be construed as a guarantee that the system w Il un ti n a designed.
Date � � !"� Inspector
---------------------------------------
No. uk_�)\^ (G—)U Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Mizpogal bpztem (Cott.5trUction Permit
Permission is hereby granted to Construct(�)Repair( )Upgrade(�)Abandon( )
System located at �Eo ��171- f, _tt.,r ('P�L I iuttr
V
r
r Disposal System-,Construction Permit.The applicant recognizes his/her duty to
and as described in the above Application for pp g y
PP P
comply with Title 5 and the following local provisions or special conditions.
Provided:Construc on nust be completed within three years of the ate thiu ,,
Date: r- 5i" Approved`b•
ENGINEERING INC.
7 PARKER ROAD/P O BOX 659
OSTERVILLE, MA 02655
Peter Sullivan P. E. Mass Registration No. 29733
psullpe@aol.com
phone 508-428-3344 fax 508-428-3115
December 18, 2003
Thomas A. McKean, R. S. CHO
Director, Public Health Division
Town of Barnstable
200 Main Street
Hyannis, MA 02601
RE: Disposal System Construction Permit 2001-670
Dear Mr. McKean,
We are submitting one copy of a site plan in accordance with ZBA Special
Permit No. 2003-143 Condition No. 8. Please note that this is the Plan of
Record for the ZBA Special Permit.
If you have any questions, please feel free to call our office. Thank you.
V truly_ ours, �
Peter Sullivan, P. E.
Sullivan Engineering Inc.
Cc: Art Traczyk, Planning Department
Dennis & Ginger Manizza
A. E. Ferragamo, AIA
Members of
American Society of Civil Engineers, Boston Society of Civil Engineers
TOWN OF BARNSTABLE
LOCATION lO .J Y 1 C� �,� SEWAGE #
VILLAG ASSESSOR'S MAP & LOT I .-p
I INSTALLER'S NAME P ONE No.
:_. T '
;
SEPTIC TANK CAPACITY ,
LEACHING FACILITY: (type)' (size)56XI6
i
NO.OF BEDROOMS 5
BUILDER OR OWNER
PERMITDATE: �u I COMPLIANCE DATE: t) 0
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
OF 11CUSE
r
C15i i YJ
fie:'
Town of Barnstable
Regulatory Services
$ Thomas F. Geiler,Director
1 *AM Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
_
Date: 12 Q
Designer: L( C� /l' Q. Installer: Ti Aw 1,10
el - ,
Address. �� Address: X
F�) 0 M6 0, 1 T
��U � CU 5�-I _
'7 RA(ZVCWL IZ. OS7fG121yILLlr^� AIA
V was issued a permit to install a
(date) (instal )
septic system at L—based on a design drawn by
address
Thated 8 l.�9 /0.3
(designer
It 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.
TI.415 CL>RTllr—y-S C0MPWAA,44r WIT 04 TITLE N/ ONLY . THIS /va-r-
Cem-nFI COnipLIp►vc.67we-tP PL4A40iNc- orl LseTr1aNL tapirs OrQjvrOrHER rZc—a,r$4
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
certifiid as-built by designer to follow.
OF
SU—_
-' er s Signature) No.29735
esigner's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE-PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
TOWN OF BARNSTABLE
LOCATION 2SEWAGE #
VILLAGE ASSESSOR'S MAP&LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS /_�
BUILDER OR OWNER
PERMTTDATE: COMPLIANCE DATE:
Separation Distance Between the: l
Maximum Adjusted Groundwater Table and 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) fs Feet
Furnished by
.��
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��
1
' � 9
PARCEL
DATE: 10/19 9
PROPERTY ADDRESS:_4L Johnson Lane
---------------
Centerville ,Mass.
02632 ASPOSORSNIAPN19
------0---- ----------- PARCEL
On the above date, I inspected the septic system at the above address.
This system consists of the following:
1 . 61x6l Block cesspool.
Based on my inspection, I certify the following conditions:
1 . The cesspool is caving in.
NOV 3 1995
2. The system is in failure . HEALTHDEPT.
3. Should be upgraded to a 'title TMOFBARN8TABLE
five septic system.
SIG NATURE• Id
— — — �—
Name:JoseiDh P_Macomber'
Company: J_P_Macomber & Son—Inc.
Address: Box 66
--------------------
Centerville ,Mass . 02632
---------------------
Phone:59_8=Z15,333 8---------
THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY
CP. MACOMBER & SON, INC.
Tanks-Cesspools-Leachfields
Pumped & Installed
Town Sewer Connections
66 Centerville, MA 02632-0066
.775.3338 775-6412
I 1
2
Commonwealth of Massachusetts
Executive Office of Environmental Affairs
Department of
Environmental Protection
Wllllam F.Weld
Gowmor •
Trudy Coxe
S�crrtuy,EOEA •
David B. Struhs
Commissionet
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION
Property Address: 46 Johnson Lane Centerville Address of Owner:
Date of Inspection: 10/19/95 (If different)
Name of Inspector: Joseph P. Macomber Jr.
Company Name, Address and Telephone Number:
I
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate
and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
_ Passes
_ Conditionally Passes
_ Needs Further Evaluation By the Local Approving Authority
XXFails
Inspector's Signatur Date: 10/19/95
The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this
inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit
the report to the appropriate regional office of the Department of Environmental Protection.
The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority.
INSPECTION SUMMARY:
Check A, B, C, or D:
A] SYSTEM PASSES:
NO I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303.
Any failure criteria not evaluated are indicated below.
B] SYSTEM CONDITIONALLY PASSES:
NO One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair,
passes inspection:
d
Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not)
NIA The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or.exfiltration, or tank failure is
imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as
approved by the Board of Health. '
(revised 8/15/95) 1
One Winter Street • Boston,Massachusetts 02108 0 FAX(617)555-1049 9 Telephone(617)292-5500
J
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 46 Johnson Lane Centerville,Mass .
Owner: Bernice Day Latham
Date of Inspection: 10/19/9 5
B) SYSTEM CONDITIONALLY PASSES (continued) a
In Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed
pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the
Board of Health):
broken pipe(s) are replaced
obstruction is removed
distribution box is levelled or replaced
JLO The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass
inspection if(with approval of the Board of Health):
broken pipe(s) are replaced
obstruction is removed
CJ FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH:
NO Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the
public health, safety and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER
WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
NQ Cesspool or privy is within 50 feet of a surface water
N,Q Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh.
2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT
THE SYSTEM 15 FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE
ENVIRONMENT:
NO The system nas a sep1C tdnk dnj DUI; ib�OrP1iu11-SYStE111 ar-I IS witNr. 10u feEt to a surface %'.ater supply Gi tiiuuia y tC a
surface water supply.
NO The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well.
NU The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well.
NO The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water
supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is
free from pollution from that'facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5
ppm•
D) SYSTEM FAILS:
YES I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303, The basis
for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct
the failure.
NO Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or
cesspool.
(revised 8/1$/95) 2
/7
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 46 Johnson Lane Centerville,Mass .
Owner: Bernice Day Latham
Date of Inspection: 1 0/1 9/95
D) SYSTEM FAILS (continued):
ND_ Static liquid ;.•vel in the distribution box above outlet invert due to an overloaded or clogged SAS or cess ool.
P
N_Q Liquid depth ,n cesspool is less than 6" below invert or available volume is less than 112 day flow.
IQ Required pumping more than 4 times in (fie last year NOT due to clogged or obstructed pipe(s).
Number of tir!res pumped
Na Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation.
No Any portion ai a cesspool or privy y is within 100 feet of a surface water supply or tributary to a surface water supply,
DID Any portion of a cesspool or privy is within a Zone I of,a public well.
ND Any portion of a cesspool or privy is within 50 feet of a private water supply well.
Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply
acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. pp y well with no
E) LARGE SYSTEM FAILS:
�T The following criteria a;4)ly to large systems in addition to the criteria above:
Lv r ti_ The design flow of syst,rm is 10,000 gpd or greater (Large System) and the system is a significant threat
and the environment b cause one or more �f the following conditions exist: safety
to public health and
VA the system is within 400 feet of a surface drinking water supply
N�A the system is within 200 feet of a tributary to a surface drinking water supply
DVA the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area (ISNPA) or a mapped Zon
public eater s;,lady „ell'
ellofa
The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program
requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.
(revised 8/15/95)
3
SUBSURFACE SEWAGE DISPOSAL SYSTEM )NSPECTION FORM
PART B
CHECKLIST
Property Address: 46 Johnson Lane Centervi` le ,Mass .
Owner: Bernice Day Latham •
Date of Inspection: 10/19/9 5
Check if the following have been done:
XX Pumping information was requested of the owner, occupant, and Board of Health.
XX None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates
during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection.
N/As built plans have been obtained and examined. Note if they are not available with N/A.
XXThe facility or dwelling was inspected for signs of sewage back-up.
XXThe system does not receive non-sanitary or industrial waste (low
XXThe site was inspected for signs of breakout.
,XXAll system components, excluding the Soil Absorption System, have been located on the site.
�1he septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or
tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum.
XX_The size and location of the Soil Absorption System on the site has been determined based on existing information or
approximated by non-intrusive methods.
XX The facility ov.ne: tand occupants, if different from owner) were provided with information on the proper maintenance of Sub.
Surface Disposal System.
Recommendations
1 . System is in f.ailurb :be.cauge::, the .sidewalls are .caving in.
2. System must be upgraded to a title five septic system.
:b
(revised 6/15/95) 4
r•
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 46 Johnson Lane Centerville ,Mass . Or 672 Shootflying Hill Road
Owner:
Bernice Day Latham Date of Inspection: 10/19/9 5
FLOW CONDITIONS
RESIDENTIAL'30 per da
Design flow: gallons P y
Number of bedrooms: 3
Number of current residents-
1-Garbage grinder(yes or no):XQ
Laundry connected to system (yes or nose-e-
Seasonal use (yes or no)UQ_ x
Water meter readings, if available: —
Last date of occupancy:449/9 5
COMMERCIAUINDUSTRIAL: N/A
Type of establishment:
Design flow•N A t;allons/day
Grease trap present: (yes or no)ELA
Industrial Waste Holding Tank present: (yes or no)ILL-A
n-sanitary waste discharged to the Title 5 system: (yes or no)IL A
water meter readings, if available:
Last date of occupancy:
OTHER: (Describe) N/A
Last date of occupancy: A
GENERAL INFORMATION
PUMPI 1 01gQR74 &d 6/29 f 8 forma) P.M
System pumped as part of inspection: (yes or no_
If yes, volume pumped. N A allons
Reason for pumping:
TYPE OF SYSTEM
NO Septic tank/distribution box/soil absorption system
Single cesspool
NT - Overflow cesspool
NU- Privy
ITU —Shared system (yes or no) (if yes, attach previous inspection records, if any)
NO Other(explain)
APPROXIMATE AGE of all components, date installed (if known) and source of information: M, m;l,a 5 YearsOld.
cage odors detected when arriving at the site: (yes or no)NO
(revised 8/15/95) 5
. U '
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C-
SYSTEM INFORMATION (continued)
Property Address: 46 Johnson Lane Centerville ,Mass
Owner: Bernice Day Latham
Date of Inspection:10/19/95
SEPTIC TANK: NO
(locate on site plan)
Depth below gradeN/A
Material of construction: _concrete ,_metal _FRP—other(explain)
N/A
Dimensions:
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle: N/A
Scum thickness: N A
Distance from top of scum to top of outlet tee or baffle: N/A
Distance from bottom of scum to bottom of outlet tee or baffle:—lLLg
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural
integrity, evidence of leakage, etc.)
None
GREASE TRAP: N/A
(locate on site plan)
Depth below grade: N/A
Material of constructioUXLloncrete _metal _FRP,—other(explain)
Dimension'
Scum thickness:
Distance from top of scum to top of outlet tee or baffle: N/A
Distance from bottom nl frUm in bottom of outlet tee or baflleN/A
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth-of liquid level in relation to outlet invert, structural
integrity, evidence of leakage, etc.)
None
tw t
(revised 8/15/95) 6
SUBSURFACE SEWAGE DISPOSAL,SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 46 Johnson Lane Centerville ,Mass .
Owner: Bernice Day Lane
Date of Inspection:1 0/19/95
o
TIGHT OR HOLDING TAN%Q A
(locate on site plan)
Depth below grade: N/A
Material of construction: N concrete _metal _FRP —other(explain)
N/A
Dimensions: N/A
Capacity: N/A gallons
Design flow: N/A gallons/day
Alarm level: N/A
Comments:
(condition of inlet tee, condition of alarm and float switches, etc.)
None
DISTRIBUTION BOX:-N/A
(locate on site plan)
Depth of liquid level above outlet invert_
Comments:
(note ii level and distriLut.o;- equo', c,idence of solids cam over, evidence of leakage into or out of box, etc.)
None
PUMP CHAMBER: N/A
(locate on site plan)
Pumps in working order:(yes or no) A
Comments:
(note condition of pump chamber, condition of pumps and appurtenances, etc.)
None
(revised 8/15/95) 7
SUBSURFACE SEWAGE DISPOSAL,SVSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 46 Johnson Lane Centerville ,Mass .
Owner: Bernice Day Latham
Date of Inspection: 10/19/95
SOIL ABSORPTION SYSTEM (SAS):,YFS
(locate on site plan, if possible; excavation not required, but ntay be approximated by non-intrusive methods) '
If not determined to be present, explain:
Type:
leaching pits, numberQ___
leaching chambers, number: p_
leaching galleries, number:_
leaching trenches, number,length:.�_
leaching fields, number, dimensions: 0
overflow cesspool, number:p_,
Comments: (note condition of soil, signs of hydraulic'(ailure, level of ponding, condition of vegetation,etc.)
None
CESSPOOLS: Yes
(locate on site plan)
Number and configuration: 1 Square cesspool
Depth-top of liquid to inlet invert: 14 n
Depth of solids layer: 2011
Depth of scum layer: oil
Dimensions of cesspool: 61Y41
Materials of construction: Cinder blocks on there sides .
Indication of groundwater: No
inflow (cesspool must be pumped as part of inspection) Nn r, rznl is raving i.n-Have Recommended
that a new title five septic system be installed.
Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
Loamy and stoney ground,No signs of hydraULIC FAILURE..VEGETATION
FALLING INTO CESSPOOL SIDEWALLS.
PRIVY: NO
(locate on site plan)
Materials of construction: N/A Dimensions: N/A
Depth of solids: N/A N/A
CommeN�(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
(revised 6/15/95) 8
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address:
Owner:
Date of Inspection:
SKETCH OF SEWAGE DISPOSAL SYSTEM: •
include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100'
Sr
DEPTH TO GROUNDWATER
r
Depth to groundwater: &_feet A
meth of determination r p roxim ti
a'"
(revised 6/15/95) 9
�Zr,
'nnr-r,—nr•r•.+:-.-r..,.r,n.•n,.+.rr,.na•n...s*Sri:•n•.,.vr..,,..-erm++..f.,r,r.a+-r..cr n-r. _ irrnrxm�c.mv.r,+-rr,.-.,rrn,-nn,r.t—...r
� TOWN OF _Barnstable BOAR) OF HEALTH
ISUIISIIRFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION
`J :•••rrh-r••r::.--.rrr.-.-rnmr.�•rt•rrr rnrr.•rrrrrrr:err'�—ntirumr.-o mrmr'-rrene.rr,r rresn.*ra�+r*rn's ssm n•smrrrssv-+r'•r:mrrrn:-nrrr•sr-ter•••..�
-TYPE OR PRINT CI.EARL)'-
PROPERTY INSPECTED
STREET ADDRESS 46 Johnson Tnnie Centerville,Mass .
ASSESSORS MAP, BLOCK AND PARCEL #
OWNER' s NAME Bernice• Day Latham
1 p.111 pliAO 1 p®�. 1�
PART D - CERTIFICATION I
NAME OF INSPECTOR Joseph F.Macamhpr Jr
COMPANY NAME J P Macomber & son Tne-
COMPANY ADDRESS Box 66 Centerville,Mass ,
Street Town or City State LIP
COMPANY TELEPHONE ( 508 )775 3338 FAX ( 508 ) 790 - 1578
r..a n an.•aar.ttrn sss�a ao.p
CERTIFICATION STATEMENT
I certify that I have , personally inspected the sewage disposdl system at
this address and that the information reported is true , accurate , and
complete as of the time of.-inspection . The inspection was performed and any
recommendations regarding upgrade , maintenance , and repair are consistent
with my training and experience in the proper function and maintenance of on-
site sewage disposal systems .
Check one: ;
System PASSED
The inspection which I have conducted has not found any information
which indicates that the system fails to adequately protect public
health or the environment as defined in 310 CMR 16 . 303 . Any failure
criteria not evaluated are as stated in the FAILURE CRITERIA section of
this form.
XXXXXSystem FAILED* �.
The inspection which I have conducted has found that the system fails to
protect the public health and the environment in accordance with Title
6 , 3.10 CMR 15 . 303 , and as specifically noted on FART C - FAILURE
CRITERIA of this inspection form .
Inspector Signature Date _ 1oJ1A(_95
One copy of this certification must be provided to the OWNER, the DU ER
( where applicable ) and the BOARD OF 11BAL1'i1.
* If the inspection FAILED, the owner or operator shall upgrade ' the aYote
within one year of the date. of the inspection, unless allowed or requ
otherwise as provided in 31'0 CHR 15 . 305 . .
���. . •t��. SIC f
A z
r�
� b
t
�iif 3r�1
THE COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
BE IT KNOWN THAT
Joseph P. Macomber, Jr.
Has satisfied the Department's qualifications as required and is hereby
authorized to use the title
CERTIFIED TITLE 5 SYSTEM INSPECTOR
as provided in 310 CMR 15.340 and Section 13 of Chapter 21 A of the
General Laws. Issued by The Department of Environmental Protection.
June 8, 1995
Acting Director of the - ion of Water Pollution Control
i
' •��.._.._....�_``-tip-. I
• Water ;�-
1
• Coris'ervatiori
SAVE TIPS . .
ME!
• CHECK FOR LEAKS y
r .
Water Loss k-Gallons Due toleaks
leak
INS loss Per Day . ,LIOU Per MoAIh
� Slie
• ,120 • 3,600
• 300 10,800
• '653, 20,790
• • . 1,200 36,000
1,920 57,600
• 3,096• '• 92;880
O 4y296 .128,980 ,
• , ® 6,640 199,200, .
6,9.84 '. 20Q,520
8,424 ' 252,720
. 'II, 9,888.•' ",296,640
11,324 339.720
. 12,720Jim
381,600
14,952 448,560 '
• '•�� "NSF./:'
INo. Fee $ 40. 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MA SACHUSETTS
ZIppCtcatton for Oigpogal *pgtem Construction Vermit
Application is hereby made for a Permit to Construct( -')or Repair(gX)an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and Tel.No.
46 Johnson Lane Centerville ,'Mass . Bernice D. Latham
46 Johnson Lane Centerville ,Mass .
Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—•3 3 3 8 Designer's Name,Address and Tel.No.
J.P.Macomber & Son Inc . Ronald J. Cadillac
Box 66 Centerville,Mass . 02632 Box 258
r
Type of Building:
Dwelling XX No.of Bedrooms 3 Garbage Grinder VO)
Other Type of Building No. of Persons 1 Showers(1 ) Cafeteria( )
Other Fixtures Laundry,Kitchen sink,water closet & sink. tttl,
Design Flow 1 1 0 Gallons per Reglallons per day. Calculated daily flow� 1 1 n—a 9per d,,,gallons.
Plan Date 2/7/9 6 Number of sheets 2 Revision Date NA
Title
oo Description of Soil Loamy send, sand & gravel , si 1 t to water
I
10 Nature of Repairs or Alterations(Answer when applicable) Omit cesspool- , Install 1-1500 Gallon
1 -Distribution box. 4-Cultec Rechargers 180ts 1411 invert. Packed in stone ,
s 1 -pump chamber light & alarm.
Date last inspected:
i
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 issrd by th's of e lth.
Signed Date 2/26,L6
Application Approved b
I
Application Disapproved for the following reasons
Permit No. Date Issued
---- «—_----—.------------- ---------_--- ----------�,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced X )on
by J. P. Hacomber Jr. for Bernice Latham
a�Johnson Lane Centerville Mass . has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit N49 dated Z :Zge—Ql
Use of this system is conditioned on compliance with the provisions set forth below:
t�
No. � Fee $ 40, 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
lwi!6pooaf *pg;tem Construction Permit
Permission is hereby granted to 7• P•'qa e o m b e r Jr.
to construct( )repair�-v Tan On-site Sewage System located at 46Johnson Lane Centerville m
?9-.ss . U` 0..
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.
All construction must be completed within two years of the date below.
Date: y - G�/ ,�� Approved b
TOWN OF BARNSTABLE
LO) ATION 66 -1 014.6✓S 0W I—A lfl e SEWAGE#
VMLAGE C ew-rek V/G I. e ASSESSOR'S MAP &LOT
INSTALLER'S NAME&PHONE NO. MA C D N1/?e 9 S 6A1
SEPTIC TANK CAPACITY 420 ?J
LEACHING FACILITY: (type) ech Atf Ge,Q (size) g O "s
O.OF BEDROOMS ,7
BUILDER OR OWNER
PERMITDATE: :—�71—' �c lz� COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 �� ,.a/w`?/�
�tv
/*
qq
-41
No. '` ✓� Fee /+0. 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MA rSACHUSETTS
application for Migaai *pgtem Congaruction Permit
Application is hereby made for a Permit to Construct( )or Repair(XX)an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and Tel.No.
46 Johnson Lane Centerville ,Mass . Bernice D. Latham
46 Johnson Lane Centerville ,Mass .
Installer's Name,Address,and Tel.No. 5 0 8_7 7 5—3 3 3 8 Designer's Name,Address and Tel.No.
J.P.Macomber & Son Inc. Ronald J. Cadillac 1
Box 66 Centerville ,Mass . 02632 Box 258
T
-`
Type of Building:
Dwelling XX No. of Bedrooms 3 Garbage Grinder V0)
Other Type of Building No. of Persons 1 Showers(1 ) Cafeteria( )
Other Fixtures Laundry,Kitchen sink,water closet <?• sink. tuh
Design Flow 1 1 0 Ga 11 o n s n P r R P gallons per day. Calculated daily flow 3 Ya3 3()Pe r 4 y gallons.
Plan Date 2/7 i 96 Number of sheets 2 Revision Date
Title
Description of Soil Loamy sand, sand & gravel , si It, t�n wntpr
Nature of Repairs or Alterations(Answer when applicable) O m i t c e s s p o o l. In s t,a l l 1 --1 5110 G a 11 o n
1 -Distribution box. 4-Cultec Rechargers 1801s 14_11 invert, Packed in stone ,
1 -pump chamber light & alarm.
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 If of lielth.
Signed 2 / Date 2 2 h
Application Approved by
Application Disapproved for the following reasons
Permit No. Date Issued ��
ftoe,h .,+.•..r+..[� ,�-•-+. ....mow,.i' —'-:_' ,f .. .� ,.
No. '� Fee $ 40.00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MA rSAbHUSETTS '
prication for Miopp5al *p5tem Con$tructiou Permit
Application is hereby made for a Permit to Construct( )or Repair(KX)an On-site Sewage Disposal System at: r
Location Address or Lot-No. Owner's Name,Address and Tel.No.
46(lohnson Lane Centerville,Mass. Bernice D. Latham
46 Johnson Lane Centerville,Mass.
Installer's Name,Address,and Tel.No.5 0 g-77 5—3 3 3 g Designer's Name,Address and Tel.No.
J.P.Madomber & Son Inc. Ronald J. Cadillia
Box 66 Centerville,Mass . 02632 Bo) 258
A
,.
Type of Buildin
Dwelling TX No.of Bedrooms 3 Garbage Grinder PTO)
Other Type of Building No. of Persons 1 Showers(1 ) Cafeteria( )
Other Fixtures Laundry,Kitehen sink.water closet & sink. tuh
Design Flow 310 Gallons per Bedallons per day.�Calculated daily flow x1-10- 3r0per day gallons.
Plan Date 2/7/96 Number of sheets 2 - Revision Date TT
Title
Description of Soil Loamy sand, sand & gravel,silt to wAtAr.
Nature of Repairs or Alterations(Answer when applicable) Omit Cesspool. I n s t a.1.1 1—1 5 n 0 G q 1.1 o n
1-Distribution box. 4"Cultee Rechargers 180 t s 1411 hnvart PA nkpd in stone,
if
-pump chamber light & alarm. T
Date last inspected:
Agreement: f
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 d by this A of e lth. {
Signed Date 2/26/96
Application Approved by
Application Disapproved for the following reasons'
Permit No. Date Issued -�
. � 1
_--- _-- --__------
THE COMMONWEALTH OF MASSACHUSETTS j
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-,site Sewage Disposal System i talled( )or repaired/replaced X )on
by J.P.Macomber Jr. for Bernice Latham
as 46 Jo Znson Lame Centerville Masi-.-
has been constructed in accordance /
with the provisions of Title 5 and the for Disposal System Construction Permit NQ dated Z .�
Use of this system is conditioned on compliance with the provisions set forth below:
u � ,
No. Fee ;$ 40. 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
71dii5pool *p.5tem Construction Permit
r
Permission is hereby granted to J.P.Macomber Jr.
to construct repair(XXTan On-site Sewage System located at- 46 Johnson Lane Centerville m
Mass. 0W2
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.
All construction must be completed within two years of the date below.
Date: Approved b
TEST HOLE 1 24"0 Opening Above For M.H. Finish Grade
I/2 6 Goly. Pipe For Frame &Cover. x „
DEPTH (inches) ELEV, (feet) Float Support M �� Compacted FjII —� Filter 4 0 Perforated
0 39.3 f Fabric PVC Pipe
A layer 10yr 3/2 A o.• o - n „
--sond-7'loom �'°:' '•'a'A� ° :: (V 90c 1/8 — 1/2
/ To D-Box Pea Stone
TCable-s
PowerEk Float Control O 1
B layer 10yr 5/6 -i 0
20.. sandy loom installed in Accordance I __ _ _ 3/4�- I I/2
ocal Bldg.6 Elec. Codes. \� 'ca Double Washed
C1 layer 7.5yr 5/6 Stone
loamy sand & gravel / twin Vz hp Pump
27" To Be Approved
C2 layer 7.5yr 6/2 40 From Septic Precast Pump By The Engineer `� 3.5 15 3.5' �t'
silt loam Tank. Sch.40 PVC
Chamber
64' observed water 34.0 NOTE:If Encountered Remove&Replace
102" 30.8 p• D' All Unsuitable Soils Within 5'of the
C3 layer 2.5y 6/4 ,Pp;� o'ti':°:.'c ' ='P° CROSS SECTION OF LEACH ING BED outer Perimeter of the system
medium sand &
_ grovel Not t0 Scale
150" 26.8 PLAN
TEST HOLE 2 4"0 Sch. 40 PVC Finished i
DEPTH (inches) Et_EV, (feet) From Septic Tonk Grad NQTES
p 40.2 =ri sill a%vrr sn? " ' ""' " Supply For This Lot is Municipal Water
A layer 10yr 4/3 I.Water Su P DESIGN DATA
b" n: ' •` °s 2 Location of Utilities Shown on This Plan Are A rox. Proposed 5 Bedroom
sandy loom �) b5D °ap,d o. PP
10" o..r At Least 72 Hours Prior to Any Excavation For This Daily Flow=650 GPD
8 layer 10yr 5/6 Conduit Thru Chamber `� Project The Contractor Shall Make The Required Septic Tank:650 GPD x 200%=1100 GPD
Galy.
sandy loom ` CFor ables.Power&Float Chain °e TO D-BOx Notification to Dig Safe(I-888-344-7233) Use 1500 Gallon Septic Tank
20 Emergency SAL. in o Min.2 Cover 3. The Contractor is Required to Secure Appropriate
Vol. Co Permits From Town Agencies For Construction Leaching Bed
C1 layer 2.sy 6/6 ri
Alarm -� Defined by This Plan. 550 GPD10.74=743 SF Required
sandy loom on El. -65.5 2" 0 Sch.40 PVC
w/chunks silt loom Pump cnE1. 35' Mercury Float � Threaded Pipe 4 Install Risers as Required to Within 12��of Use
ttomttAr�e �eaOn50'-750SF
Switchs-3 Req'd Finished Grade. 750 SF Total Provided
60' 35.2 5.All Structures Bu'ried Four Feet or More or Subject
Pump off El -3"1' Check Valve to Vehicular Traffic lobe H-20 Loading.
observed water 34.2
72 C layer 2.5y 5/4 Secure Pi pe at Top& 6a Septic System to be Installed in Accordance With
medium sand p, Bottom of Chamber I� oe 310 CMR 15.00 Latest Revision And The Town of
Bottorn EI 33' ��, 6 Washed Barnstable Board of Health Regulations
D°` n Stone Min.
� �G.'• •�•.•-:.. � 7. All Piping to be Sch.40 PVC. ,
120" 30.2 SU
SECTION T
LOCUS PLAN
PUMP CHAMBER DETAIL Scale: 1:12,000
Assessors Map 193
Not to Scale Parcel0,1S
Groundwater Protection Zone:AP
IF. 14 �.
F b.39.5 - point UaAi„� Shirley
n n r�
Lt.`'O7 -To?EL. L411 r Locus �
O O ooT.cL 40'
EL37.5' l500 GAL IDOO GAL. SITE PLAN
El 3�_B �•,..�, S 9v SOo�ey PROPOSED SEPTIC SYSTEM
=PT1C "SANK PUMV CNAM6[R _
EL 37� H-?� F1.20 00
�rj H\6 C>tZav ND WRSER =L.�48 a AT
y: 065E RVED /, owJD W AT,-R _L'Yy.Z 1 J•
NOTE:WaterprooVSeal Concrete Septic — Bedding as ��, t"" a 46 JOHNSON LANE
Tank&Pump Chamber w/2 Costs Per Title 5, 114 CENTERVILLE, MA
Approved SealantHayes o/Pt-
OfBY
Pt
DEVELOPED PROFILE PROPOSED SEPTIC SYSTEM
4 u
EV E LO O F P R SULLIVAN ENGINEERING
ar"tNot to Scale �_ a=:r �` OSTERVILLE, MA
SHEET 2 OF 2
0 r:
j
TEST HOLE 1 24"0 Opening Above For M.H. Finish Grade
I/20 Galy. Pipe For Frame &Cover. Compacted Fil I —� Filter 4"0 Perforated
DEPTH (inches) ELEV, (feet) Float Support rn 2s Fabric PVC Pipe
39.3
A layer 10yr 3/2 ° v I/8 �-1211
�-- a,o • / ,.-To D-Box -loom
Pea Stone
Pump Power& Float Control � o C�
B layer 10yr 5/6 _
20" sandy loam Cables Installed in Accordance __ _ 3/4�- I I/211
With Local Bldg.& Elec.Codes. ca Double Washed
C1 layer 7.5yr 5/6 Stone
loamy sand & gravel 1VIin'/:hp Pump
27" �9 To Be Approved
C2 layer 7.5yr 6/2 a 4110 From Septic 4 3.5 3.5
� silt loom Tank. Sch.40 PVC Precast Pump By The Engineer � ,
observed water Chamber
34.0
64" ° NOTE:If Encountered Remove&Replace
c
102" 30.8 _ p• 1 ....,• � I All Unsuitable Soils Within 5'of the
° t D• P , ° CROSS S S SECTION N O F L EA C H I N G B E D Outer Perimeter of the System
C3 layer 2.Sy 6/4 0 0 c
medium sand &
gravel Not t0 Scale
150" 26.8 PLAN
TEST HOLE 2 40 Sch.40 PVC Finished
DEPTH (inches) ELEV, (feet) From Septic Tank Grad NQTES
0 40.2 I.Water Supply ForThis Lot is Municipal Water DESIGN DATA
A layer 10yr 4/3 ,�-�'p;iyr-s t v/�i�'i��l�ir ni?
sandy loam Proposed 5 Bedroom
.{, �DSD ,ap oo. ;• -, 2 Location of Utilities Shown on This Plan Are Approx. °�
At Least 72 Hours Prior to Any Excavation ForThis Daily Flow=550 GPD
B layer 10yr 5/6 Conduit Thru Chamber Galy. rn Project The Contractor Shall Make The Required Septic Tank:550 GPD x 200%=1100 GPD
sandy loom ` CFor ables.Power&Float Chain °c To D-Box Notification to Dig Safe(I-868-344-7233) Use 1500 Gallon Septic Tank
20" Emergency &AL. °, o Min.2 Cover 3. The Contractor is Required to Secure Appropriate
Vol. to Permits From Town Agencies For Construction Leaching Bed
C1 layer 2.5y 6/6 Alarm `�
Bondy Loam On El. 35.5� 0 2 0 Sch.40 PVC Defined by This Plan. 550GPD/0.74=743SFRequired
w/chunks silt loom Mercury Float " Threaded Pipe 4 Install Risers as Required to Within d'of Use Bottom Area only
Fu m p c n E l. 3 5: P Bottom Area=15'x 50'=750 SF
Switchs-3Re 'd Finished Grade.
q 750 SF Totol Provided
60" 35.2 5.All Structures Buried Four Feet or More or Subject
Pumpoff El 3`L' Check Valve to Vehicular Traffic tobe H-20 Loading.
72" observed water 34.2
C foyer 2.5y 5/4 Secure PipeatTop& 6. Septic System to be Installed in Accordance With
Bottom of Chamber t° 310 CMR 15.00 Latest Revision And The Townof
medium sand o I ?°
Bottom El 33 � ��, D 6 Washed Barnstable Board of Health Regulations
'D`."� Stone Min.
.: F. .p.•. 0-•° 7. All Piping Lobe Sch.40 PVC.
OF
120" 30.2
a SECTION � °T_
LOCUS PLAN SUL.UVAN
PUMP CHAMBER DETAIL Scale: 1:12,000 NO.29733
Not to Scale Assessors Map 193 CIVIL
Parcel04S
Groundwater Protection Zone:AP
Point
F G.39.5 ue�ns -
_. Shirley
LOCUS Bess
►tres fbisd •'
E�-5-7 ° ° ate.«. 4c)* o SITE CLAN
1500 C,AI 1000 GRL• flL3�8' S -
y .S 9 Sixes PROPOSED SEPTIC SYSTEM
SEPIK- TANK PUM4 CHAMe6[e — _ p
EL 37' H-2-0 N ZO -
�1 N\b GROUND WA•�ER EL.39.3 cIN
naSERVED & uwD WA1ER _�.14 1 '� A AT
NOTE:WaterprooDSesl Concrete Septic Bedding as L �"" 46 JOHNSON LANE
Tank&Pump Chamber w/2 Coats Pe r T it le 5 CENTERVILLE MA
Of Approved Sealant ' ~;• C f
DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM "'� �� BY
•� �' " SULLIVAN ENGINEERING
Not to Scale Q: �` OSTER:d . �* VILLE, MA
- y o ••>r
1 �4 SHEET 2 OF 2
C r.
I I
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FEET OF PROPO SE C SYST M ARE ON
HILLSIDE DRIVE
AL
TER.
L LOTS WITHIN 150 F SED PT1 E TOWN .,WA NOT: To
REFERENCE DEEDS: 2412-054
SCALE
BENCH MARK--TOP OF PK 2331-182
NAIL = 38.12 NGVD
\ JOHNSON LANE
00
LAKE
N/F OCHS ��o WEQUAQUET
BENCH MARK--TOP OF CONC.
�NA S BOUND = 37.18 NGVD o
LOT 6 s
o�A 00F _ N/F OCH S
x S 82. 4 '
1638.1 (P1an140.
LOCATION MAP® 2(PlaeBENCH MARK--TOP WOOD 38.3
_
STAKE 39.02 NGVD �23,ZDn \ ---. - - 33.7
N 7� 5.1 NOTES
r x
g�,g6'tp,a�, _ x 38.0 // � 38.4 31$�¢ 34.1
SCALED FLOOD ZONE BOUNDARY r, / w \ 8:7 ' x 38.4 x 37:9 37.4 x 5.
1. LOCUS IS A.M._-193, PARCEL 45.
C� x 38.3 / \ �� 2. `ELEVATIONS ARE .NGVD t0.1 .
j 38�7 - ,38.8 TOP OF ICE" USED TO TRANSFER
` / 38.9 x, 39,7\ B.M. ELEV. ACROSS THE LAKE.
x x 38.1 / 38.�� C\ x 9.9 40 I X 3 33•3• LOCUS IS IN FLOOD ZONES`C & B
45`' 40.0/ / ��y 40.2 ___- _ ON FLOOD INSURANCE RATE MAP
- -
,� b3 v ` _ _ _ DATED AUGUST 19, 1985.
.�- ___ - x 8.? 36.9 X 4. I SAFE_ __ 5. DIG S E MARKINGS ON PAvE-
38.9` yY _ \4 . MENT NOT LOCATED DUE TO
41.5 5' AROUND REMOVAL OF F _ SNOW COVER.
2 \`-� -X\ � ANY UNSUITABLE �L�., / , � 39.432
_ _ ix
2 \ 415 x / 38.8 X
w NN. `� ` r�. ; a �� - � // � , �/ ��� -=-_ �RZw� yc� 40.1 33.5 LAKE
'�� \ /
G38
05 , _x
8, &
" _
M
3X
39.0
- WE QUAUET38.8 TH 1 31.4x, 6` ?4 3 .4 39. Vo
4� 39 (TOP ICE-33.6 ON 2/7/96)TH 2 39.3 .0
6� 2 x 39.9 co
. 82 4f3
4. -
3/.1 33.4
9.8 40:0 / THIS PLAN IS A VALID COPY ONLY IF IT BEARS
x , AN ORIGINAL RED STAMP AND SIGNATURE.
U N :39.1 x 35.7
U
IF
8.9
33,5
W 2$3.71 x 38.7 ��0.2 n�x3 .7
� x .9 x .
39.8 � r 4.- o CADILI.AC
p , DAL' » , O� v #35779
/ cr a o PUMP & FILL / P�
'!
�� csd, Q ` ` x 45.7 �� to N F FALK EXISTING CESSPOOL 39.0 G ��
33.4
x 6 1SU
Op
x 3 .9 3 6.1
33.6
DISCONNECT EXISTING KITCHEN WASTE LINE WHICH IS NOTE: STONE BOUND LOCATION BELIEVED TO RUN UNDER GARAGE. REPLUMB AT HOUSE p Q`r SITE PLAN
FOUND DISAGREES WITH PLAN INTO MAIN SEWER LINE. �qf
�..J /
BOOK 128. ,PAGE 67: INSTALL 1500 GALLON H--10 SEPTIC TANK AS SHOWN.
FOR
USE A 22.5' BEND AT END OF EXISTING SCH 40 PIPE.
PUMP AND FILL EXISTING BLOCK LEACHING FACILITY.
INSTALL 1000 GALLON H-10 PUMP CHAMBER, AS SHOWN,
BERNICE D . LATHAM
LEGEND INSTALL D-BOX WITH A SANITARY TEE ON THE PRESSURE
LINE, AS SHOWN.
46 JOH N SON LANE, CEN TER VI LLE, MA :
ijb TH 1 TEST HOLE LOCATION, NUMBER INSTALL 4 RECHARGER 180 LEACHING UNITS WITH 4 FEET
W WATER LINE MARKINGS OF STONE ALL AROUND. REMOVE UNSUITABLE SOIL 5 FEET '�
1996 SCALE. 1 =20
G GAS LINE MARKINGS (IF 'SHOWN) ALL .AROUND, ON DOWN SLOPE SIDE OF LEACHING AS FEBRUARY 12
----OE OVERHEAD ELECTRIC WIRES (IF SHOWN) NEEDED' AND REPLACE WITH CLEAN GRANDULAR SAND.
x 9.5 x 11.0 " 'EXISTING`& PROPOSED ELEVATIONS ('X' MARKS POINT) RAISE GRADES ON DOWN SLOPE SIDE OF LEACHING,' AS SHOWN.
8---- EXISTING CONTOUR
RONALD J. CADILLAC, PLS, RS
-8- PROPOSED CONTOUR PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
mb UTILITY POLE (IF SHOWN)
P.O.- BOX 258
U 'OVERHEAD UTILITIES (IF SHOWN) _
WEST YARMOUTH, MA 02673
TREE (IF SHOWN, NOT ALL SHOWN)
HEALTH AGENT APPROVAL- DATE
508 775-9700
PAGE 1 OF 2 (OVER)
& UA ARM, P MP NOTES L
NOT To SCALE1. ALARM TO BE WIRED'BY ELECTRICIAN ON
SYSTEM PROFILE ,
DIMENSIONS HOLD 4 CULTEC RECHARGER 180'S WITH 4' OF STONE
SEPARATE CIRCUIT FROM PUMP. -
2. .ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE.
LEACH AREA= 11' WIDE X 34.5' LONG X 14"' DEEP
4. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT „
CONFORMANCE WITH MANUFACTURER'S 1500 GALLON H-�10 SEPTIC TANK INSTALL PERFORATED SCH 35 OR 40 4 PIPE LEVEL FOR ENTIRE LENGTH
SPECIFICATIONS. OF RECHARGERS, PER MANUFACTURERS SPECIFICATIONS FOR AN EVEN
INSTALLER TO MAKE BOTH TANKS WATERTIGHT. DISTRIBUTUION OF EFFLUENT;- PIPE IS SUSPENDED EVERY 6.25'. CAP END,
DOWN SLOPE GRADES
SEE SITE PLAN FOR EXISTING AND PROPOSED GRADES D-BOX PROVIDE SANITARY TEE
use 4" sch 40 pvc USE CLEAN DOUBLE WASHED
��„ DRILL WEEP HOLE ABOVE CHECK VALVE USE '2" MIN. OF DOUBLE WASHED 1/8" 3/4" TO 1 1/2 STONE.
PROVIDE CHIMNEYS IF NEEDED \ TO 1/2 PEASTONE ON TOP. TOP OF PEASTONE = 41.4
MORTOR IN PLACE. H--10 1000 GALLON TANK 2 pvc INVERT 41.03 prop. el.
3' max. cover prop. el. 1611" `-j 41.5
/ p 42.5
S-1/4" per ft. 2 _ 4
S-1 4 per
ft.
S=;1/8"/ft 15
1.1 T 1.71 P
3 Removal 1
,..M
r CHECK VALVE -� 'EFFECTIVE DEPTH = 14"--"� 11
10" 14!LF 37_02 INVERT 41.20 39.8 bottom 3
INVERT 37.39t 4' _ ALARM ON 32" 5' 7" USE 4 OF STONE ON SIDES AND ENDS. 5 0'
36.84 EL. 34.92 INVERT 40.97 5.6'
existing 5' 8" PUMP ON 28" - - ____ ____ _ ____ ._ _ y _ highround water 34.8'
EL^34`59
PUMP OFF 24" -
PLUMB KITCHEN WASTE INVERT 37.27
INTO MAIN SEWER LINE. A! . ,. >.s' ::> ~:,'*+a.:� • . :�' ;• USE MYERS MW50, 1/2 HP PUMP, OR EQUIVALENT... t...;.A;;.. x ; observed ground water 34.2'
BOTTOM 32.77/ .. ..._, x:. . .. . ..:;: ..: -
- native soil BOTTOM 32.34 native soil
TIE INTO EXISTING SCH 40
PIPE ® CESSPOOL,
6„ Stone [310CMR 15.221(2)]
6' 18' 82'
26'-6"
10' 6» 8' 6"
LEVEL
BUOYANCY CADS--H10 PUMP`CHAMBER CONSTRUCTION NOTES
SOIL , EVALUATION LOG TEST HOLE 1 WEIGHT OF EMPTY TANK AND 1.3' OF COVER 5' ALL AROUND REMOVAL, AS NEEDED,
TANK= 4.12 TON (PER SHOREY)
1.3' COVER=1.3' X 4.83' X 8.5' X 110 LB./CU. FT. X 1 TON/2000 LBS. DOWN TO MEDIUM SAND.
DEPTH (inches) ELEV,;(feet) 1.3' COVER=2.94 TON FILL MATERIAL TO BE CLEAN GRANDULAR
TEST DATE: January 23, 1996 TOTAL= 4.12 TON + 2.94 TON`- 7.06 TON
PERFORMED BY: Ron Cadillac, Soil Evaluator 0 39.3 - gh'woter=el. 34.8) SAND MEETING SPECIFICATIONS OF 310CMR
WEIGHT OF EQUAL VOLUME OF WATER (hi
A layer 1Oyr 3/2 (34.8-32.34] X 4.83' X 8.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS. 15.255(3).
WITNESSED BY: JerryDunning, Inspector WEIGHT.WATER= 3.15 TON
g� p sandy loom TANK AND 1.3' COVER ARE HEAVIER.BY: 7.06 TON ALL CONSTRUCTION TO MEET STATE
PERC RATE: < 2 min./in. 10 3.15 TON
FLOAT SANITARY CODE AND TOWN OF BARNSTABLE
TANK WILL NOT FL 3.91 TON
SOIL SURVEY: 1993, Scale-1:25,000 WHEN EMPTY
CdD-Carver coarse sand B layer 1Oyr 5/6 BOARD OF HEALTH REGULATIONS.
20" sandy-loam IF UNSUITABLE SOILS, OR SOILS DIF-
Excessively drained, poor filter C1 layer 7.5yr 5/6 BUOYANCY cALc's--H10 sEPrtc TANK FERING FROM THE SOIL LOG ARE FOUND,
GEOLOGIC MAP: 1986, Scale-1: 100,000 WEIGHT 4F.EMPTY TANK'AND 9" OF COVER
loamy Scnd & gravel TANK 5.74 TON PER sHOREY CONTACT THE BOARD OF HEALTH AND
Qbn-Barnstable plain deposits 27" ( j
9" COVER=.75' X 5.67' X 10.5' X 110 LB./CU. FT, X 1 TON/2000 Les. R. J. CADILLAC.
FIRM: Flood Zone B C2 layer 7.5yr 6/2 9" COVER=2.45 TON
WATER LEVEL USGS : Dec., TOTAL= 5.74 TON + 2.45 TON = 8.19 TON
( ) Below normal
' silt IOam WEIGHT OF EQUAL VOLUME OF WATER (high water=el. 34.8)
HIGH WATER TABLE: Locus on Wequaquet Lake-water elev. is 64» observed -water 34.0 (34.8-32.77) x 5.67' X 10.5' X 62.4 LB/CU. FT. x 1 TON/ 2000 LBS.
WEIGHT WATER= 3.77 TON
controlled by Town spillway-use El. 34.8 TANK AND 9" COVER ARE HEAVIER BY: 8.19 TON
NGVD as high water per Health Dept. 102" 30.8 TANK WILL NOT FLOAT 3.77 TON
PERVIOUS MATERIAL: Medium sand, 4 to 5' natural! occurring C3 layer 2°5y 6/4 WHEN EMPTY 4.42 TON
y g medium sand &
gravel THIS PLAN IS A VALID COPY ONLY IF IT
BEARS A RED STAMP AND ORIGINAL SIGNATURE.
150" 26.8
SOIL EV ATOR DATE tiP *.®Fb
TEST HOLE 2
DEPTH (inches) ELEV, (feet) DETAIL SHEET
C �D"_SAC y
DESIGN DATA
0 40.2 ® 9 # 1060 ® �
A layer 10yr 4/3 FOR �Ro�sYE�P
BEDROOMS:. 3 sandy loam . NITA0
GARBAGE GRINDER: No
10" BERNICE D. LATHAM
REQUIRED CAPACITY: 330 GPD` B layer 10yr 5/6
SEPTIC TANK SIZE: 1500 gallon min. 20" sandy loam ^ T
BOTTOM LEACHING AREA: 379.5 SF t1
C1 Payer 2.5y 6/6
[11' x- 34.5'] 46 JOHNSON LANE, CEN TERVILLE, MA
SIDE LEACHING AREA: 106.5 SF sandy loam
[(91 perimeter) x 1.17' deep]
w/chunks slit loam FEBRUARY 12 1996 SCALE: AS SHOWN
DESIGN CA
PACITY: 359 GPD ,>
[(379.5 +; T06.5) X .74 GPD/SF] 60 35.2
.. ,> observed water 34.2
PUMP SYSTEM TYPE: Gravity Distribution 72 C layer 2.5y 5/4 RONALD J. CADILLAC, PLS, RS
DOSES PER DAY: 4 C� 85.5 gal. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
per dose medium sand P.O. OX 258 WEST YARMOUTH MA 02673
EMERGENCY STORAGE: 345 gallons above alarm _. , ,
120 30.2 (508) 775-9700
PAGE .2 .OF _2 V
ti
s
0
NIF ry �• Re establish the existing lawn in the area that is
z wAL TER �;� i�'� a • jj M disturbed by the installation of the retention berm.
N C. OCyS can) 0,
w o. „ E °� N � N/F
N 17*23,50
�� wAL TER C. O to
� 25'91 �\ � CHS �
\ 1
co
\ N
to I / NOTE:Double Staked Hay Bales With
39
67. Proposed
Silt Fence to be Set 20'off a
� � 1 �
/ .........r\ r — SDO S�O1 I F Deck for Demolition and Construction.
j OF PA
( O O \ TBM E1=37.2' MSL
AIX F&CE TOP of Concrete Bound RETURN
82
^ \ � 48'1 _ o e.v.w.
V ' /\ FLAG Al 1—600 gal Leaching Drywell /
19 96 w/2'of Stone for Driveway Runoff 1—600 gal Leaching D I Er
�' � '
o ell E
\ \ \ \ \ \ \ \ \ N 77'23 w/2 of Stone for RootRunoff \
O \ \ \ \\ \ \ \ \ \ \ \ \ �� ► \ LA Gl i FUG'
\ \
I
�\ �� / \ \ \ \\ \\ \\ \ \ \ \\\ \ \\\ \ '„ �r,�t�-�.• /, .. I � I _ Proposed d 3 Wide z 9n
High Detention
Berm Planted With Low Growing Juniper
PROPOSED COVERED
, n I \ I OI
\ PAVED ENTRY C O I —
DRIVE r. M ' \\ \ 1 I
\`G \ \ \ 1 1 \ \ \ \ \ 1 \ 1 NOTE: Existing Septic System
'� \ 1 \ \ as \ 1 \ \\ \ \ \ \ \ \ \ / To Be Removed
`� \\ \\ \ 11 \ \ \ �° \ `� '
ART-oo96
\ \ \ \ \ \ 1 > EbSnNG pM
^ O \ \ 1 , \\ 1 \ \ \ \ \ \ \ \ \ 1 1 1 PROPOSED SEPTIC ® PROPOSED \ I I m I.
SYSTEM �. i T S HOUSE \
1 \ \ \ \ \ \ \\\\ \ \ 11 \ \ 40I N\4j0 ,810s ft. i I F .A
GUY
40 _ / E.o.w.=33.5' (711112001)
loo-
U POLE
P4` \\ \\\\\\\ \ \ \ \\\ \ \ \ \ \ \~ / /� i eA r /
\ \ \ \ \\ \ \ \\ \ \ \ \ \ \ ~�83M "~--+�.EXISTING ar,..e+� f ��,_ // /I FLAG e. r••�
LAWN
0.
FLAG Aa /\FUGUP
Ar
RETURN
•��OF I Ob j ,,0 � J G A9
/F
SUL1 lv KA Ty y
Q 10.29733 �� FA UL
K " A10
O� FLA\-- fLA A11 ..
Directions to Site: From Hyannis take Route 28 toward CentervAlle and take a rig h onto
Old Stage Road; Take a right onto Shootflying Hill Road, Take a right onto Johnson Lane
and house is at the end#46
FLAG Al2
Title: PREPARED BY. PREPARED FOR: Notes/Revision:
The topography and detail shown was obtained
� --- �.���j[� DENNIS MANIZZA by conventional survey methods.
� SITE PLAN Sullivanflv�n 1E��fl���erin�, Inc.�lCl�. � _
c PO Box 659 7 Parker Road J The datum is NGVD 29 based on the Town of
� .
PROPOSED SEPTIC SYSTEM Osterville, MA 02655 Osterville MA 02655 46 Johnson Lone Barnstable benchmark in the headwall at herring
(508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax run outlet on Phinneys Lane.
Cen fervrll e, Mass. .
0
+% 20 0 10 20 40 Field., W.H.K M.D.H. Draft: W.H.K. The property line information shown was complied
N
Date: Scale: Drawing IL Pro j.Comp.: W.H.K. Review:R.L.H. from available record information and does not represent
OCTOBER 3,2001 it1 =201 # C-489G1 an on the ground survey.
#
_ v0
2
O
N
z wA F /�ti Re establish the existing lawn in the area that is
N. N L TER C. 00/-/S �ii a� h h disturbed by the installation of the retention berm.
/ o
0.o, .23,5o E --� NSF
N 7725.9>> WA TER C. OCI
\ I co
Ln
I / NOTE:Double Staked Hay Bales With
Silt Fence to be Set 20'off Proposed ate,
/ o of PAWWWT\ — SOO• SOO, Deck for Demolition and Construction.
TBM EI=37.2' MSL
I Top of Concrete Bound RETURN
\ 1�8204801 _ 7 ay.w.
\ 1—600 gal Leaching Drywell ° Fuc Al
O \ \ \ \ \ \ 97.96 O E w!2'of Stone for Driveway Runoff 1—600 gal 1 ,
N �7AA
.232 O 4 W/2' achin /
\ ` O'Stone for R�rywell
O \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ Runofr LA G / FLAG
BOAT%
PROPOSED COVERED '�t > 'I BermPropo l t Wide h 9"High DetentionJuniper
Jn pe
IN, PAVED �ENTRY \ O Berm Planted With Low GrowingJuni r
\ \ \ \ ' COi \ l / �
i►. \ ` \ \ \ \ \ \ 1 \ \ \ \ DRIVE
1 \ 1 \ \ \ \ \ , \ NOTE •Existing Septic System _ 1 A , I
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\ \ \ 1 \ \ \ \ \ -'0
\ 1 \\ `\ \ I\ \ To Be Removed — - Itv
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-0096
^0 1 \ \ \ 1 \ \I \\ 1 \ \ 1 \ \ \ 1 1 1 __h . .._.._ > �"'' / PR
T PROPOSED SEPTIC ® PROPOSE I \ : I t in
1 may. \ \ \ \\ 1\ \,` 1 \ \ \ \ \ \ \ 11 \ 1 \ �' w�. HOUSE
I
1 \ \ \ \ \ \ SYSTEM T 5 SE
le
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\ \ \ \ \ \ \ \ \ 1 1 n � _
\ 1 \ \ 40 E.O.W.=33.5 (7/11/2001)
0 39
POLE
EXISTING n.Pnce !•—`" - / / d
RAG/ j/ / / AG e_ r..3
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Y.W. / FLAG A7
/ FLAG Ae
RETURN
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Directions to Site: From Hyannis take Route 28 toward Centerville and take a right onto
Old Stage Road; Take a right onto Shootflying Hill Road, Take a right onto Johnson Lane
and house is at the end#48
aV..w
FLAG Al2
Title: PREPARED BY - - PREPARED FOR: NoteslRevision:The topography and detail shown was obtained
DENNIS MANIZZA by conventional survey methods.
_ SITE PLAN Sullivan Engineering, Inc. � p
`b PROPOSED SEPTIC SYSTEM PO Box 659 7 Parke- Road '
* The datum is NGVD 29 based on the Town of
F, Osterville, MA 02655 Osterville MA 02655 46 JOh n son Lane Barnstable benchmark in the headwall at herring
(508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox g
Cen tervill e', Mass. run outlet on Phinneys Lane.
o -
N 20 0 10 20 40 Field: W.H.K M.D.H. Draft: W.H.K. The property line information shown was complied
Date: Scale: Comp.: W.H.K. Review:R.L.H. from available record information and does not represent
OCTOBER 3,2001 191 =201 an on the ground survey.
Proj. # Drawing # C-489G1 y
Directions To Site: From Hyannis take Route 28 towards Centerville and take a right v Owner: ` point: -
O Dennis Manizza&Ginger Gazdik r..ocU[JSI ����onto Old Stage Road; Take a right onto Shootflying Hill Road; Take a left onto Johnson 46 Johnson Lane �IBea W
Lane and house is at the end, #46. �i Centerville,MA.02632t
v skww
(� Assessors Ref.: °
LO
Map 193,Parcel 045Lewis
" a
h N e
NIF ti �, �o Overlay District:
h AP—Aquifer Protection District Neart °d` °
N WA L TER C. OCHS �;� �ry o� 11 ►0) As Shown on Plan Entitled U
"Revised Groundwater Protection �; _ ;., Ptt ro
Overlay Districts"—April, 1993 : • '�
0 77.23'S0
N 5 9�, Flood Zones:tit e ,F
2 6 \ Zones B&C
\ l Community Panel No. Location Map
\ I #2500010015C
N as I N/F August 19, 1985
N
I s 67 WAL TER C. C Zone:
o W \ t ' ' O O CH RD-1 &RPOD
/ p EDGE of PARENT ......... O O F Area(min.)=87,120 sq.ft.
0 0 C \ i Frontage(min.)=20'
( / \ 122 TBM EI=37.2 MSL Width min. = 125'
02 srocy�Anjv� To of Concrete Bound . (min.)
rn _ —l1<8248'1 „ Setbacks:
v.
oc Al p Front=30'
Side= 10'
197'96 „ E sQ, LOT S ; // W. Rear= 10'
7�.2320
\N 31,810 sq.ft. 33+ �:� //FLAGA3
BOA
T RA
a
Uuf aved Dr►v $ 0 r
\ '
� 1 l
Z \ 80 \ \ 1 \ \ \ \ \ \ V � IMGA45s \ \ \ �\ \ I 1 O19
\ \ \ \ \ \ \ \ 50 \ \ \ �\ \ � 1 �, /
4. a
\ ,—.; t,: o
_ B.Y.W.
O ' FLAG A
GUY - \ I
\ \ \ \ \ \ / 3
!Proposed Dwelling ��
'° E.O.W.=33.5' (711112001)
\ .:., 4( _
------_ 6
O P P / ` O Bv�KNEl� / i Lake Wequaquet control water elevation 33.5
�w --0- Mot / _________ �1 UMTr o% i I above mean sea level per Commonwealth of
0h � POLE // / B.V.W. d
83 / �w % °"" , N / ,/ ,// FLAG A6 Massachusetts Chapter 91 License Number 4294
issued March 28,1960 to the Town of Barnstable.
8
\\ \ \ �F'0840 E ,� uNE /
o. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / i
Deck-No roof // / / i v.w. / B.Y.w.
I rue A7
(to be kept open) �/ / / / riAc Aa
�, / / / W
PM G A9 Notes: 1.) The intent of this plan is for Zoning Board
"v I ,, N/F i Of Appeals approval only.
co Existing Lot Coverage: Deck=340 sq.ft. = 1% Ito.V24MKA T n •A10 2.) An Order of Conditions (SE3-3890)was issued
HY
House= 1,960 sq.ft. =6.2% fll�vl,_ A. FA ULK
� q� ° a / & • by the Town of Barnstable Conservation Commission
CO Total=2,300 sq.ft. = 7.2/o ns vex for the proposed project on December 13, 2001.
O
3.) An Application for Disposal System Construction
a Proposed Lot Coverage: Deck= 1,010 sq.ft. =3.2% nA A11 Permit (2001-670)was issued by the Town of
House=3,645 sq.ft. — 11.4°/D / _.. 2't8��_.._. _
q = Barnstable Board of Health for the proposed
Total=4,655 sq.ft. = 14.6% Revise porch and deck descriptions per Special Date: 12/18/03 Note: As per Zoning Board of Appeals Special Permit Number 2003-143 P P
Permit#2003-143,condition#8 � Condition #8, copies of this drawing must be filed with the Barnstable project on October 16, 2001.
Revision Add CH-91 control water level elevation for lake. Date: 10/07/03 Conservation Commission and the Board of Health prior to any
Add dimensional setback from control lake level construction work.
Title: PREPARED BY. PREPARED FOR: Notes/Revislon:
SITE PLAN The topography and detail shown was obtained
L DENNIS MANI ZZA by conventional survey methods.
PROPOSED IMPROVEMENTS Sullivan Engineering, Inc. p
CD AT PO Box 659 7 Porker Road The datum is NGVD 29 based on the Town of
ANE Ostervil/e, MA 02655 Osterville MA 02655 46 Johnson Lane Barnstable benchmark in the headwall at herring
46 .�OHNSON L
(508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fox
o Cen tervill e, Mass. run outlet on Phinneys Lane.
BARNSTABLE (CENTERVILLE), MASS.
20 0 10 20 40 Field: W.H.K M.D.H. Draft: W.H.K. The property line information shown was complied
Date: Scale: >.a.= ,... Comp.. W.H.K. Review:R. 1 information and es not represent
.L.H.
from available record do '.
August 19, 2003 1" =20' Proj. # Drawing # C-489G1 an on the ground survey.
r '