HomeMy WebLinkAbout0059 LOVELL'S LANE - Health 59 Lovells Lane
Marstons Mills __ _
- TOWN OF BARNSTABLE v
LOCATIONS 9 C OV,�51, S ZOe,.5 SEWAGE # 2005'Sy,S�
VILLAGE �'ylarSTOa� //s ASSESSOR'S MAP & LOT a 2R-0
INSTALLER'S NAME&PHONE NO. ra- 5'2D-973�✓o.YY��
i SEPTIC TANK CAPACITY /_3'OD
LEACHING FACILITY: (type) �-500 C.IO.s�lf9d�/"� (size)
NO. OF BEDROOMS
1
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...
?Q
y � ,
No. U 7 Fee a U
THE COMMONWEALTH Of; MASSACHUSETTS Entered in computer:
Yes
%PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETTS
ZippYication for Oiopoal *pgtem Cougtruction permit
Application for a Permit to Construct( . )Repair(✓)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. .7 q L���s LAY Q, Owner's Name,Address and Tel.No.
Assessor's Map/Parcel tt M -M VS IWiuJ C9 V `L.►
Installer's Name,
�Address,
( ` �and Tel.No.
Designer's Name,Address and Tel.No.
'
7_
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 4 3. 27 l sq.ft. Garbage Grinder(_Vp
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 :1 O gallons per day. Calculated daily flow IS3 -gallons.
Plan Date �1 /Z-5` OS— Number of sheets Revision Date
Title
Size of Septic Tank �-x- 1000 S 4 Type of S.A.S. 2 —S'0 d Sal
Description of Soil S'C �✓�
Nature of Repairs or Alterations(Answer when applicable) e- 1A.te. Pok
W���'1a 2 $DO a fiO4irf !� f Z ' X
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.,Board of Health.
Signed Date
Application Approved by 4j. J Date—1/6 .Z` 'OJ_
Application Disapproved for Ne,following reasons
M
Permit No. 2�� S Date Issued U 2� `0,
go
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:1 Yes
'ham PUBLIC HEALTH DIVISION -, TOWN-OF BARNSTABLE, MASSACHUSETTS
91ppYicatiou for 30i5po5ar &p5tem Con5truction Permit
Application fo a Permit to Construct pp ( , )Repair(, )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. S Owner's Name,Address and Tel.No.
°j L Clue(I S L'���P, t _
Assessor's Map/Parcel �R /!/�flGl ST0!�S 1W/L 6 / /7 r /� L
07 /6 [_ Vv
Installers-Name,Address,and Tel:No. L Designer's Name,Address and Tel.No.
4 e i / C �V(�t� /
u �lGt Gh �
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Type of Building:
Dowelling No.of Bedrooms 3 Lot Size L4 3� 27 t'sq. ft. Garbage Grinder(,(/P
Other 'Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
A
Design Flow 3 30 gallons per day. Calculated daily flow 3 S 3 gallons.
` Plan Date zi�/ OS— Number of sheets / Revision Date
Title
Size of Septic Tank Y 0 CIO S c Type of S.A.S. 2 - Sa U S a-wr
Description of Soil r I R-✓`� �,
K
Nature.o�(fR_epairs o`rAlteration/s(Answer when applicable) r e '�/� (e 0 0 - 60�'�/� !�-+ f� 1
2 -" � r G� 1 C V`.�I.v7�� /f (ti_ r�/ G f �"`� Z X Z
tS
Date last inspected:
t
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 Boaro of Health.
Signed *`�< Date
Application Approved byZ"k �. 1ZQ Aj Date
Application Disapproved for a following reasons :
Permit`No. U Date Issued 2Z `G5-
f THE COMMONWEALTH OF MASSACHUSETTS
6 � �- I16
" BARNSTABLE,_MASSACHUSETTS
(Certificate of (Compliance �-
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( )
Abandoned( )by Toe X 7t v S
at S` 9 L t vAw it 4 cv7 J Z� CYO j has been constructed in accordance
with the provisions of Tatle.5 and the for Disposal System Construction Permit No. 0 o ._SUS dated . .10
installer Designer 1
The issuance of this permit sh ll not/be construed as a guarantee that the system 11 fu tion a .desTgcted
Date 1 / Inspector
No. -- �/ .7_ ------------------- ------Fee- -a
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Migpozar *p!5tem Con5truction Permit
Permission is hereby granted to Construct( )Repair(grade( )Abandon( )
System located at S L Ut, o H-e
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 t ih pp I.
Date: I - 2 6 -GJ� Approved byjY SINS
ur _�r� !^ Pert e/�q✓1 X,, �,a� ?� Co-C. SS CPC/
P P .
Notice: This Form Is To Be Used For the Repair Of Failed �}
Septic Systems Only
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM
I, L Fv F. 44"146 MV L01hereb certify that the engineered plan signed b me
�i �
Y fY g P � Y
dated S 0 S" ,concerning the property located at
59 L IV(1S L6 , meets all of the
following criteria:
f
• Two soil evaluations excavated for detailed examination(no hand augering) and two
percolation tests shall be conducted.
• This failed system is connected to a residential dwelling only. There are no commercial or
business uses associated with the dwelling.
• The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes
per inch.
• . There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• The bottom of the proposed leaching facility will be.located no less than five feet above the
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the
Frimptor method when applicable]
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information) S
B) G.W. Elevation 3° +adjustment for high G.W. �'� = 3 mil• 3
,
DIFFERENCE BETWEEN A and B 3 f
i
SIGNED : DATE:
NOTICE
Based upon the above information, a repair permit will be issued f bedrooms
maximum. No additional bedrooms are authorized in the future wi out engineered septic system
plans.
gASeptic\percexemp.doc 07-0 1 /6
r Town of Barnstable
�pFtHE 1p� Regulatory Services
Thomas F. Geiler,Director
snxrisTnaLE,
MASS. Public Health Division
039. �0
ArEp►�'�°i Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: 7L/7 7
Designer: 674ft -6v'^ Installer: Jde_%'J /zf� feel-Ila
Address: `�' L (?vJ'r Lti Address:
0 ZG y
On was issued a permit to install a
(date) (installer)
septic system at L O y e-11i L a He , M/VJ based on a design drawn by
(address)
1-&rr,(' a� /2•S dated 41p,*� z s .
/ (designer
V 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. . A/f w l 4-4-+171;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
certified as-built by designer to follow.
h!OF Mgss�c
ERIC
( staller's Signature) U. HARRIIVGTON
NO.1070
Sq�G�STEP��
(Designer's Si ture (Affix Design tamp 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
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c:fi
\ Bathroom
3' }
Kitchen i
Bedroom --—
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i
Existing Smoke/CO Combo i A
`? t
t
Bedroom Ir
59 Lovell's Road
i Cotuit, MA 02635
Map 025
{ V Block 019
I Lot 001
Existing First Floor
3r9 �`
IP �? S.
f -
New Master Bathroom
i
eV♦ New Master Bedroom
Closet
Pad out existing 2x4 walls
to 5 ''/z".All walls to have
R-21 Fiberglass insulation
It
All ceilings to have
R-38 Fiberglass --__--
insulation
I
59 Lovell's Road i
Cotuit, MA 02635
Map 025
Storage i Storage Block 019
Lot 001
` New Second Floor
•
S ITE PLAN N SCALE: 1 "=20' ' I v �
BENCH MARK TOP CORNER OF CONCRETE Design Calculations
W
BULKHEAD ELEV.=100.00' (ASSUMED) C.B fnd Number of Bedrooms: 3
Garbage Grinder: NO, GRINDER NOT ALLOWED WITH THIS DESIGN
Leaching Capacity Required: 330 Gal./Day
Leaching Area Required: 330 Gal. 0.74 Gal. S Ft. =446 Sq.Ft.
.B �� Proposed Leaching Structure: 1-25 L X 13 W X 2 D Leaching Trench SITE*
v Leaching Area Provided: 477 Sq.Ft. 28
Proposed Leaching Capacity: 353 gpd > 330 gpd. req'd. Main Street R0
� v s
v Vim ,
Cr
A, (Zoe "MARSTONS MILLS"
to O Q Qco ,I eNOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C.
t0 FU, �/ �Q` 0' j�1� 'NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. LOCUS
O O -4 ExistingHouse 10' min. from
house to septic tank
��, w Septic tank cows mast b. NO SCALE
fit/ ILOwithin 8•of Minished grade Finished grade over system=2S slope away
V N _ 5 HOLE
Trip R.—inn EXIS77AWE DIST.Box Existing Grade Elev.-OVA
D-Box cover must be
g double ashed stone within 6" r riniehod grade Max.
2 Q� 0 Min. 2"-1/8•-1/2' 1 chambsr cover must be
Qwithin 8•or shsd mds 2 min.
•� Ca 10 Ot Atone Elev.=97.
full uvM for 2-
_ . cellar 1,006 nc L. - "-- —
t , SS - (�- _
0 Q My L_U I v✓f\ SEFtic AAA] ^ t4 1S _. ; -.-••J _ ��YtL���L`G r1Do".85L'ca4��
rt/ Q ti AREA - 23,151 t SQ.FT. f H CAS B tE ° f..a I
o c, 2 ry o q 2s•w.•i. I078-067-002 • °: --2� rentev.= 85 LEACH TRENCH 7.4t (r REQUIRED)
` 8.OF 3/4•-11,/2"STONE c
tete pate I o c II H. #1 Elev.=87.5'
s SYSTEM PROFILE v s SIP OTE#1 lRE)
i 8.OF d/4•-11/2•STONE
Not to Scale
97 I dart drive
9M56
X 6 O
ea �- -
Deck o C
CH
9s I>N
��Goble Cable r�
99 gable B.R.E.
C.B Ut GENERAL NOTES
n92 / 99 X r 1. ADDRESS: #59 LOVELLS LANE
X 2. ASSESSORS NUMBER. 078-067-002 & 078-116 s
/ B.M. approximate ; 3. DEVELOPER'S LOT: LOTS 3A & 4
96 ue utility g Q 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN
X locations ON THE GROUND INSTRUMENT SURVEY.
/ o 0 5. TOWN WATER IS PROVIDED TO SITE & SURROUNDING PROPERTIES. y
Existing 6. REFEREIICE PLAN: PLAN BOOK 320 PAGE 90
L)%-.-e1 1`'►n t_" -` NO "� ANDS A Or,NTEtl '.1'IIr,R' _ __. ;
. ._..� 7. I I 5� O SA
74 I •-
E 1 FEFT Of,-SAS.
'9� �Q / • X 9 4 TOP OF FNDN EI,•=100. _. .�.r ....:��_ ..���.. ,.;. � �. ....._._ .... ... ,.,., , .._. .. ...,... .._ _ ..__
O, 7 ! pull color
9 ` of v — CONSTRUCTION NOTES
Q� 1. Contractor is responsible for Digsafe notification
�CC< f+ ��Q 9eB7 and: protection of all underground utilities and pipes.
O Ito 4i 2. The se-ptic stank and distribution box shall be set
X 99 level.on 6 of 3/4'-11/2' stone.
9934 9A63 3. Backfill should be clans sand or gravel with no
00 97.72 stones over 3" in size.
4. This-system is subject to inspection during installation
Stk w/ta k
by Glen E. Harrington, R.S.
fnd 99 5. The contractor shall inatall this system in accordance
with Title V of the Massachusetts Environmental God^
rn
98 and the Regulations of the Town of BARNSTABLE.
LOT 4 N 6. Provi4e qqn Acme Precast
• 6' AREA ee 20,120t SOFT. H-10 OXOLE D-BOX AND 2 H-10 500 gal. chmobers or equal.
�OQkade 078-116 7. No vehicle or 'heavy machinery shall drive over th
5 septic system unless noted as H-20 septic comp•:vents.
ro
1-25'L X 13'W X 2.0' D 8. Install: g•:s baffle or equal on septic tank outlet tse end.
:caching trench using 9. All existing inverts and site conditions shall be verified by contractor.
. Existing msspecl to remain p,)r own
4 of stone all ar T� grade
- • � .:.. - 1- r•- —,-1 ... ...:.• '� •' 'w.i' i :. � .:I� •,•�; �.- v.;lU 'vef:ii•Ci.y il'GRi
O 0 p 0 24" 34" to aY rt„Inlctaly 41" in depth to :,1 (medium-cocirse sand).
• � rJ O O O
,# 992 2 H-10 500 gal. chambers P��HOFAAgs PROPOSED SEPTIC SYSTEM UPGRADE
�0 EIND-SECTION PREPARED FOR
SOIL EVALUATION MqA 6g 00.
Date of Soil Evol.: APRIL 6, 2005 0) Mq/ 04 ,:. E ! �, LESTER B. LOVELL ET UX
Soil Eval. Performed By. Glen E. Harrington, R.S. 8 ,-„e OM.„�aeaaE
Excavated by: JOEY'S SEPTIC SERVICE A9 �('�C� H Rlll 4 ;' AT
Perk Rate: <2 mpi (ASSUMED IN Cl) LEGEND �C�< PPS r 07 �p #59 LOVELLS LANE
Test Hole 0 ..
No. TARP BARNSTABLE (MARSTONS MILLS), MA
DEPTH SOILS ELEV. EXISTING CESSPOOLS TO BE �8`OQI „
O" 9 (, ) PUMPED Lt BACKFILLED . PREPARED BY:
study ban ,•J 9.44 i
GLEN E. HARRINGTON, R.S.
131 ,am4/2 7.42' O 0 H 110 SEPTIC D GALLON BR.B f n :' r , .: ':•` 9 LE DA ROSE LANE
41' ,maser95.08 x 104.46 DENOTES EXISTING
aldy�m SPOT GRADE rY°O STEEL
�PFLLAAN VIEW CONCRETECAST MARSTONS MILLS, MA 02648
cl
arm.to= 95 EXISTING CONTOUR TEL: 508-428-3862
MM-CS FAX: 508-428-3862
,ota4/3 APPROX. LOCATION C.B fnd H-10 500 GALLON CHAMBER
EXISTING WATER LINE
r
$7.5-1 APPROX. LOCATION NOT TO SCALE SCALE: 1"=20' DRAWN BY: GEH APRIL25, 2005
no groundwater encountered 6 6 EXISTING WATER LINE USE ACME PRECAST OR EQUAL DATUM: ASSUMED FILE: LOVELL SHEET 1 OF 1
Wb'LV8Z:019019Vl - I. 90Vd ININa'd SJNIHISaNVS1N3Hnooa >_J—M—M
4
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