HomeMy WebLinkAbout0042 BRIARCLIFF LANE - Health 42 Briarcliff Lane
Centerville )
A= 208 — 108
uu • #�
UPC 12534
Nol153 OR
HASTINGS,HN
DEED-.RESTRICTION
WHEREAS. Robert R. ,Tones and Rita R. Jones Of
(owner's name)
65 Pinewood Road, Hyannis,
(address) MA
is.the owner of Lot 9A located
(address)
at . 42 Brfarcliff Lane, Centerville, Barnstable
MA(hereinafter referred to-as Lot 9A
and being shown on a plan entitled "Subdivision of Land in
Centerville MA, Property of Allan Small
, . dated August 1.2,• 1958 duly recorded in B
of arnstable County Registry
Deeds In Plan Book 143 ., Page 39
Or on Land Court Plan Number
WHEREAS,.Robert R. Jones & Rita R. Jones as the owner of said lot has
(owner's name) .
agreed with the Town of Barnstable Board of Health to a restriction as to'*the
number.of bedrooms which can be included in any home built on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance
with 31.0 CMR 15.000 State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage,
WHEREAS, the Town of Barnstable Board of Health,as a pre-condition�to
granting a disposal works construction permit for a septic system in compliance.
with 310-CMR 15.200, State Environmental Code, Title V, Minimum
R quirements for the Subsurface Disposal of Sanitary Sewage, and authorizing
tyie Issuance of a Building permit for the construction of a-single family home on
g Y
th,Nooroperty, is requiring that the agreement for the*restriction on the number of
bedro ss In any house con.�tructed on the lot be put on record with the
Barnstable* County Registry of Deeds by recording this document,
dce&
` 1
•tM
r
NOW, THEREFORE, Robert R. Jones, et ux does hereby place the
(owner's name)
following restriction on his above-referenced land in accordance with his
agr�elnQ.nt.wih the.7n a Ba Bind-o#-Heal{ ;yv�+e��estrietterr wait
run with the -land and be binding.upon all.successors in title:
1. Lot 9A at 42 Briarcliff Lane, Centerville • may have Constructed
(address)
upon the lot a house containing no more than; two (2 ) bedrooms.
Robert R. Jones, et ux agrees that this shbil be-permanent deed
(awnees name) Centerville,
restriction affecting Lot 9A_located on 42 Briarcliff Lane, MA, and
being shown on the plan recorded in Plan Book 143 , Paged 39
Or on Land Court Plan
For title of Robert R. Jones,et ux
wee the Mowing deed: Book . Page
_ , Page
326 and Barnstable Probate
Court-Docket No. 91P1469E1.
Executed as a seaAiment � day of Ma- 2008Owner's signature nes •''
Owner's signature Rita R. Jones
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
Barnstable ss
May 20p8
Then personally appeared the abo' e.named
ROBERT R. JONES
known to me to be the person who executed the foregoing instrument and
- acknowledged
the same to be his fre act n eed, before me,
David B. ole, Notary
Public
DAVlD B.
My commission ekpires: March 7, 2014
0 -
Notary P0q44
COMMONWEALTH OF MA (date)
My Cor*emissionMara. : "
deedr
Oki tp Barnstable
Town of Barnstable
",$ Board of Health ►
200 Main Street, Hyannis MA 02601
2007
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
Junichi Sawayanagi
September 14, 2007
Mr. David Flaherty
Down Cape Engineering
939 Main Street, Route 6A
Yarmouth Port, MA 02675
RE: 42;Briarcliff Lane, Centerville A.= 208-108
Dear Mr. Flaherty,
You are granted a variance on behalf of your client, Robert Jones, to construct
an onsite sewage disposal system at 42 Briarcliff Lane, Centerville. The variance
granted is as follows:
310 CMR 15. 405: To install the soil absorption system four (4) feet above the
adjusted groundwater, in lieu of the minimum five (5)feet separation
distance required.
The variance is granted with the following conditions:
(1) No more than two (2) bedrooms are authorized at this property. Dens,
study rooms, offices, finished attics, sleeping lofts, and similar-type rooms
are considered "bedrooms" according to the MA Department of
�
Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, signed by
the property owner, at the Registry of Deeds restricting the number of
bedrooms at this property to two (2), before the applicant obtains a
disposal works construction permit.
(3) The septic system shall be installed in strict accordance with the
engineered plans dated July 17, 2007.
(4) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
Q:\WPFILES\FlahertyJones2OO7new.doc
i
that the system was installed in substantial compliance with the plans
dated July 17, 2007.
The existing septic system has failed. This variance is granted because the
proposed plan appears to meet the maximum feasible design standards
contained within the State Environmental Code, Title 5 and local Health
Regulations.
Sin rely you ,
41
W yne i ler, M.D.
Chairm n
Q:\WPFILES\FlahertyJones2OO7new.doc
�tNE DATE: Z U-?
FEE:
BARrWARLE, + _
v� i63q `0� REC. BY —%C
�039. Town of Barnstable
Board of Health SCHED. DATE:
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Canniff,D.M.D.
VARIANCE REQUEST FORM
LOCATION ( .
Property Address: yZ, il-,Z 2lC 4 I r>` G Aq& ���Z�
Assessor's Map and Parcel Number: 2 Size of Lot: J , O r ';
Wetlands.Within 300 Ft. Yes Ly Business Name: 1
No Subdivision Name: .
APPLICANT'S NAME: ke&6T /0;wr S Phone
Did the owner of the property authorize you to represent him or her? Yes No
PROPERTY OWNER'S NAME CONTACT PERSON 1 `�
Name: JO�V£S Name: £S
Address: 1'A1E&V007') 44"VX9 Address:
Phone: " -(�Z Phone: FT-Z �a��ry4 `a
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) vZ
p 05- AK�,+7 r7r9si E
/W S s 4-,
7v fP7. 6,0
NATURE OF WORK: House Addition ❑❑❑i ❑❑ House Renovation ❑ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in 4 separate completed sets.
Four(4)copies of the completed variance request form
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent him/her for this request
_ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V
and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
_ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],
outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building
proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED Paul J.Canniff,D.M.D.
REASON FOR DISAPPROVAL
C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C
GARAGE
B.W.
KITCHEN
BATH
LIVING
ROOM
BR #2
BR #1
NOT TO SCALE
DIMENSIONS APPROXIMATE
_ 08/22/2007 14:18 FAX (a001
Robert R. Jones
65 Pinewood Road
Hyannis,MA 02601
Tel: 508-775-6288
August 22,200'7
Mr. Arne H. Ojola,P.E.,P.L.S.
Down Cape Engineering, inc.
939 Main Street
Yarmouthport,MA
VIA: Facsimile# 508-362-9880
RE: Authorization to represent Robert R Jones before the Town of Barnstable Board of Health for the purpose
of obtaining a permit to construct a septic system.
Dear Mr. Ojola.
You, or any representative of your firm, have my permission to represent meat any meeting of•ibe
Barnstable Board of Health for the purposes of ning-a c pe o 28 Harrington Way,
Hyannis, MA 02601 and also my property - - Briarcliff Lane, Centerville, MA 02632.
You may use this letter to confirm your standing with the Town of Barnstable Hoard of Health.
Sincere
Ro R. Jon
i
• =v
August 23, 2007
Re: 42 Briarcliff Lane
Centerville, MA
Dear Abutter:
A public hearing has been scheduled for the Barnstable Board of Health to take
action on a request for variances from Title 5 Regulations under 310CMR 15.000
and Town of Barnstable Regulations for the subsurface disposal of sewage for the
proposed septic system at 42 Briarcliff Lane Centerville. The variances requested are
as follows:
Variances requested under Maximum Feasible Compliance 15.405:
(1)(h): Reduction in Setback, SAS to Adjusted Groundwater(5' to 4')
Variances requested under Town of Barnstable Regulations:
Chapter 360-18: Four feet of naturally occurring pervious material above the
adjusted high groundwater elevation(0.4' shown)
Said hearing will be held in the Selectman's Conference Room in Town Hall, 367
Main Street, Hyannis, September 11, 2007, at 3:00 pm. Please check with the Health
Department to confirm date and time.
Sincerely,
David D. Flaherty Jr., R.S.
Down Cape Engineering, Inc.
cc: Abutters
Barnstable Board of Health
file
TOWN OF BARNSTABLE
LOCATION �Z `�jelf //f�Cl`l� SEWAGE# 2008 0 ZSy
VILLAGE � :/IrL ASSESSOR'S MAP&PARCEL ZOO i 68
INSTALLER'S NAME&PHONE NO. /4//C-d�l+S —7gyy4t C�tj q — 7ZS?
SEPTIC TANK CAPACITY ��f� %� /loco aw. ,bre2
LEACHING FACILITY:(type)'ihurEb S'brif-&60, (size) 30E3 S?ft.
NO. OF BEDROOMS 7W_6A
OWNER 7� T �
PERMIT DATE: COMPLIANCE DATE: %"O9'D S
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 feet
Private Water Supply Well and Leaching Facility(if any wells exist
on site or within 200 feet of leaching facility) �(9N/� feet
Edge of Wetland and Leaching Facility(if any wetlands exist
within 300 feet of leaching facility). J00 feet
FURNISHED BYCYo t
a
�t
O
No. .1-0 Q,5- 2�� I Fee ` D o
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Zippgicatton for i.5pozat ibpgtem Cow5tructiou Permit
Application for a Permit to Constr t( Repair(/Upgrade(vfo Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. --Owner's Name,Address,and Tel.No.
42 B21A&L iW Z-At i�I�fv O Ito ram mil• s
Assessor's Map/Parcel od
ttSS
Installer's Name Address,and Tel.No. -916 91 R 7Z64 Designer's Name,Address and Tel.No.
,2z4, lr. J%Gr/ S/ �/ �� 5'• lrrns y3� .�✓,cviv i. yo2,�r�t?���,�j
Type of Building:
Dwelling No.of Bedrooms 2 Lot Size sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) '.Z zo gpd Design flow provided .Z.2-7 gpd
Plan Date 17 JULY' —2.epe7 Number of sheets Revision Date
Title TITLE S SI-M PLAN O'.47 [ iLL£) BAC AZAoL.6 MASS.
Size of Septic Tank 2.6-04" Cs>M8/0VAT7V1\1 Type of S.A.S. L✓1=ACA PlEQ
Description of Soil CLASS I
Nature of Repairs or Alterations(Answer when applicable)
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 Certificate of
Compliance has been issued by this oar o ealth.
Signed Date 1.914A r 2jWO
Application Approved by Date 15' Z 006
Application Disapproved by: Date
for the following reasons
Permit No. .Z Date Issued 6 a -S^ Zo 06
/O
Fee '.
No. (•; 7 `
_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC'HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIppgicatiou for �Oi5pogal 6p.5tem Con5tructiou Permit
Application for a Permit to Constr41 ) Repair d/�Upgrade 6e/ Abandon O SeComplete System ❑Individual Components
_
Location Address or Lot No. �.�.�'v ' ( Owner's Name,Address,and Tel.No.
$21Af?ZL1FF L,oNt .�.� tzaBewe Jorl1
Assessor's Map/Parcel o/) ✓'1f )
Installer's Name,Address,and Tel.No. `P g 969 725Z Designer's Name,Address and Tel.No.
Z2(p ,�%1�f�T�71_OV i2/� S• 1�:°tr7/ ;
t ..Type of Building:
Dwelling No.of Bedrooms ', Lot Size sq.ft. Garbage Grinder ( )
Other Type'of Building ° No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 22t7 gpd Design flow provided 22-7 gpd
Plan Date 17 ,IULi'" -2-,m>Q7 Number of sheets 1 Revision Date
Title Tl'n E S 5 tTZ� RLAN �Z BR 1�nGL!1� I_<tN6 �CVUJZ'TZV 1 L,LE) l3A4 6TA)3 L6 MASS.
1
Size of Septic Tank Zs—ao C0/"8/n/AT70/\/ Type of S.A.S. ���1-1 FIELD
Description of Soil C-L.ASS 2
" t -
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i
accordance with thb provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this oar oUiealth. '
Signed +- Date l9 MAY' -2�0 t"
Application Approved by :; �'` Date G ' i3. Z 006 <
Application Disapproved by: �F Date
for the following reasons` '
Permit No. 2,OG�— Z S Date Issued G — 3— ZO 06
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Comphauce
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ' ) Repaired ( ) Upgraded ( )
Abandoned( )by jZO f:xu T .3 a"+&S.
r at Z 2%A 9—C L i P 9- LA,-& has been constructed
�in/accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. Z'001}'" Zs l dated 6
,Insta �lleri< l�(ot-rnS w lA"N€2— \ Designer Do ^-' CA��
t #bedrooms Z Approved design flow 2 Z D M gpd
The issuance of this permitshall-not be,c ��ru�ed as a guarJafiteee that the system wi l function as�sig ed_
Date /. 1�� 7 J! Inspector �L
Fee �0
rHE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
mfigponl *g5tem Co 5truction Permit
g
Permission is herebyrained to Construct ( 9 Repair ( V ) Upgrade ( ) Abandon ( )
System located at 141 Z 6 41 1/Z,, C l i,c:A At
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 this pe
Date �3 ' Z U O Approved by
07/211 -12M 8 11: 49 5085399208 CROWELL CONSTRUCTION -.-...PA..GE 02.
FRDI :down eape crigimerinr inc FAX NO,
Jul. 17 2008 e3:44FM P1
Town of Barnstable
16 ry
Regulato Servir-es
1.,L Thomat Dirsawr
Public Reaft Divisioc
V
` Y Pj��,
MeXcau,Dirsewr
Fax. 509-79C-630b
/Ow se"Inge Pem P
rA�ICAI#A�A4 4" wov llr�
-4e101AdZU t0425-7MCrIow—Z k1c.
&C Address:
car&6.7 I� j ('.Was issued a pit to WWI a
q
icy)
0
b -ed on a design by
ofrI4. IYL Ling
damd
feme?.d a7!3o%,e ,%w imWl,.d subs=ia� accordins TZ
I'= the septic Sys= re
e d-lipwk�rbg-V m include nainor approved clianges stley, &-, lateral r6ocarion ®f the
-
box and,or MPTi v-MAL.
rri - -.,at te septic s� efermmd above was iW16d with mjo- Ch=VS (i't.
0' lateral relocation of.%he S.kS or any vert)"I re)0CatiOn Of my r-OMPODMI
1hv sepri: sy=n)brat in accoyd=ce ,A ith Slate LoCaj RCC.-ulaUms. Plan rev;.;iorl OT
GffdEied as-milt by desigm tc folloW.
DANIELA.
-S Signature Dj
1'%�j AL
Nq 4 2
ONA
(A v .
" ON, T
ARMSTABLE "'a' yr- I
A
T AR
Y�9 1st
Iss
DL��"' .A N)C— VA BOM N
i SID-I
4,
' Al
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07/21/20 :8 11:49 5085399208 CROWELL CONSTRUCTION PAGE 01
CROWELL CONSTRUCTION, INC
226 GREAT WESTERN ROAD
SOUTH DENNIS MA 02660
ax 508-398-8334
.� 508-394-4083 - fax
Donna
Onp;4�raizafdon: Barnstable Health Dept.
"Fax-, 508-790-6304
.Firavc!: Louise
July 21, 2008
Certification Form/Robert Jones
Fagg!,: 2
:F'iease find attached the Installer& Designer Certification Form from Down Cape Engineering
for;lac; Jones Project at 42 Briarcliff Lane in Centerville.
1`hank you.
Town of Barnstable
Regulatory Services
ti
Thomas F. Geiler, Director
Q MSABLE, " Public Health Division
1639. Thomas McKean, Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Qr �
Date: Sewage Permit# �U G Assessor's Map/Parcel 0?
Installer& Designer Certification Form
Designer: OWIV *60(61/ #6�Installer:
Address: Address: 0. $oc '477
o. Yxd'mfl,A�L ►I/I A ®Z664-
�1l loLAS la#crkwas On issued a permit to install a
date (installer)
6 e septic system at &IhmifF,
�, based on a design drawn by
(address)
dated
(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. Stripout (if required) was inspected and the soils
were found satisfactory.
J
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. Stripout (if required) was inspected and the soils
were found satisfactory.
(Installer's Signature)
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
gAoffice formsWesignercertification form.doc
+ xSrABLE, « Conservation Commission
9`bjL6,39. .��� 200 Main Street
Hyannis Massachusetts 02601
Office: 508-8624093 E-mail:conservation @ town.bamstable.ma.us FAX: 508-778-2412
AGENDA—CONSERVATION COMMISSION MEETING
DATE: June 10,2008 6:30 p.m.
LOCATION: TOWN HALL HEARING ROOM
REMINDER TO APPLICANTS:
FEES FOR LEGAL ADS ARE DUE AT HEARING. YOUR FEE IS LISTED
BELOW
I MINUTES FOR APPROVAL
A. May 20,2008
B. May 27,2008
II REQUESTS FOR DETERMINATION
1"✓Mike &Susan Slattery. Prune overhanging limbs toward house;remove dead,dying or diseased trees; install
fence, gate and garden ties around wajkway at 628 on ssett Rd.,Cotuit as shown on Assessor Map 006 ParcQ1
019. DA-08057 $15.24- Ja `-' ``7 �r't:\ s `��rb•-ems S�� z -t•.ors -� e 1
/Town of Barnstable/Growth Management Div. Create pathway connecting Ocean and Pleasant Streets;plant six
red maples; install cedar fencing at 115 Pleasant St.,Hyannis as shown on Assessors Map 326 Parcel 058. DA-
08058 $15.24
,-/Z he 112 Nye's Neck Road Trust. Upgrade existing septic system to Title V; relocate well at 112 Nye's Neck Rd.
East,Centerville as shown on Assessors Map 232 Parcel 011-002. DA-08062 $11.43
d6/James H.Eldredge. Remove existing wooden dock; install floating 5' x 10' `EZ Dock"with ramp from shore(f
4')at 21 Pleasant Pines Ave.,Centerville as shown on Assessors Map 223 Parcel 050-001. DA=08059. $11.43
Harbor Village Condominium Association. Push back growth and de-limb trees to obtain historical views;clear
rotted trees from property and beach path at 160 Marston Ave.,Hyannisport as shown on Assessors Map 288
Parcel 180-OOT. PA-08060 $15.24
/Robert R.and Rita R.Jones. Construct new Title 5 septic system to replace two failed cesspools at rear of
property at 42 Briarcliff Ln,Centerville as shown on..Assessors,M4p 208 Parcel 108. DA-08061 $11.43.
70
/III NOTICES OF INTENT
6/ Robert Mohr. Raze and replace single family home; add detached garage with guest bedroom above;upgrade
septic syste.-,p at 58 dian Trail Cumma uid as shown on Assessors Map 336 Parcel013-005 SE-4738 $15.2 4 ,
e// . !c. .. s►�.. .� `�,�tk� (ems��r•��• �.,. 1 - cam,,, U�
Longfields LLC. Construct and maintain bank-access stairs,walkway,an`�pier with laltf a..•p p r�ii at�88 C]'amsleIl
Cove Rd-, Cotuit as shown on Assessors Map 005-001. SE3-4739 $11.43
yy^, v�,�,
• (�+. � S��'�: � ��,1...4 �4 e�'Ca or �,- �'`,.�:� �{- vra-�..j� o.---ten"
w �
DEED- RESTRICTION
WHEREAS Robert R. ,Tones and Rita R. Jones Of
(owners name)
65 Pinewood Road, Hyannis,
(address)
is.the owner of Lot 9A located
(address)
at . 42 Brfarcliff Lane, Centerville, Barnstable
MA(hereinafter referred to-as Lot 9A
and being shown on a plan entitled "Subdivision of Land in
Centerville MA, Property of Allan Small
I", . dated August 1.2,. 1958 duly recorded in Barnstable County Registry
of
Deeds in Plan Book 143 , Page 39
Or on Land Court Plan Number - =
WHEREAS,.Robert R. Jones & Rita R. Jones as the owner Of said lot alas
(owner's name) .
agreed with the Town of Barnstable Board of Health to a restriction as ta-the
number.of bedrooms which can be included in any home built on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance
with 310 CMR 15.000 State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage
WHEREAS, the Town of Barnstable Board of Health, as a pre-condRion'0
granting a disposal works construction permit for a septic system in compliance.
with 310-CMR 15.200, State Environmental Code, Title V, Minimum
R quirements for the Subsurface Disposal of Sanitary Sewage, and authorizing
t�e Issuance of a building permit for the construction of a'single family home on
thtt,oroperty, is requiring that the agreement for the*restriction on the'number of
bedro t4 in any house constructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document,
du�r
r
NOW, THEREFORE, Robert R. Jones, et ux does hereby place the
(owner's name)
following restriction on his above-referenced land in accordance with his
agL- eement.wuththe.Tnwaof Hataatalale oa d klealtl};wkrie -restFietten shai}
run with the land and be binding upon all.successors in title:
Lot 9A at 42 'Briarcliff Lane, Centerville . may have constructed
(address)
upon the lot a house containing no more than.,,two (2 ) bedrooms.
Robert R. Jones, et ux agrees that this shhll be-permanent deed
(owners name) Centerville,
restriction affecting Low t 9A located.on 42 Briarcliff Lane, MA, and
being shown on the plan recorded in Plan Book 143 Paged 39
Or on Land Court Plan
For title of Robert R. • Jones,et ux
see the fdlowing deed: Book .2158 , Page
326 y and Barnstable Probate
Court-Docket No. 91P1469E1.
Executed as a sea le ment �_day of May, 2008
Owner's signature obe nes7
Owner's signature Rita R. Jones
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
Barnstable ss
May 7 . 2008
Then personally appeared the above-named
ROBERT R. JONES
known to me to be the person who executed the.foregoing instrument and
acknowledged
the same to be his fro act n eed, before me,
David B. ole, Notary
Public
w DA1/ID D B.C� My commission expires March 7, 2014
-
c Notary Put:te,
COMMONWEALTH OF MA (date)
My Con unission GOW
Marcr. ' t�
deedr
�Z0
�m
�4r t
I
N
+ IARNSrABLE, µConservation Commission -
9`b16,39. ��� 200 Main Street
�fD MA'1
Hyannis Massachusetts 02601
Office: 508-8624093 E-mail:conservation @ town.bamstable.ma.us FAX: 508-778-2412
AGENDA—CONSERVATION COMMISSION MEETING
DATE: June 10,2008 6:30 p.m.
LOCATION: TOWN HALL HEARING ROOM
REMINDER TO APPLICANTS:
FEES FOR LEGAL ADS ARE DUE AT HEARING. YOUR FEE IS LISTED
BELOW
I MINUTES FOR APPROVAL
A. May 20,2008
B. May 27,2008
H REQUESTS FOR DETERMINATION
/Mike &Susan Slattery. Prune overhanging limbs toward house;remove dead,dying or diseased trees;install
fence, gate and garden ties around walkway at 628 on ssett Rd.,Cotuit as shown on Assessor-Map 006 Parcel ,
019. DA-08057 $15.24
/Town of Barnstable/Growth Management Div. Create pathway connecting Ocean and Pleasant Streets;plant six
red maples; install cedar fencing at'l 15 Pleasant St.,Hyannis as shown'on Assessors Map 326 Parcel 058. DA-
08058 $15.24
,-/.�Tbe 112 Nye's Neck Road Trust. Upgrade existing septic system to Title V;_relocate well at 112 Nye's Neck Rd.
East,Centerville as shown on Assessors Map 232 Parcel 011-002. DA-08062 $11.43
d , James H.Eldredge. Remove existing wooden dock; install floating 5'x 10' "EZ Dock"with ramp from shore(f
4')at 21 Pleasant Pines Ave.,Centerville as shown on Assessors Map 223 Parcel 050-001. DA-08059 $11.43
/Harbor Village Condominium Association. Push back growth and de-limb trees to obtain historical views;clear
rotted trees from property and beach path at 160 Marston Ave.,Hyannisport as shown on Assessors Map 288
Parcel 180-OOT. DA-08060 $15.24
/Robert R.and Rita R.Jones. Construct new Title 5 septic system to replace two failed cesspools at rear of
property at 42 Briarcliff L-n.,CentervilleTas-shown on=Assessor-sTMap-208 Parcel 108. DA-08061 $11.43.
y--CO:N C'GrLt f1N /o2
HI NOTICES OF INTENT
Robert Mohr. Raze and replace single family home; add detached garage with guest bedroom above;upgrade
se tic syste at 58 ndian Trail Cumma C ui Parce 013-005 5E-4738 $15.24
c.. 'as shown on Assessors Map 336_
Longfields LLC. Construct and maintain bank-access stairs,walkway,an�ffpier with platUlY at�88 Clamsllell
Cove Rd., Cotuit as shown on Assessors Map 005-001. SEr3--4739 $11.43
Ag061008 ''jo_
'All
ELECTRICAL PERMIT REQUIRED BY TOWN OF BARNSTABLE SYSTEM PROFILE NOTES
ALARM AND CONTROL PANEL PROVIDE INSPEC11ON PORT To WITHIN 3" OF FINAL GRADE
LEGEND TOP FNDN. AT EL. 25.2' TO BE INSTALLED INSIDE (NOT TO SCALE)
BUILDING. ALARM To BE ON C. I. ACCESS COVERS TO GRADE BOTTOM TO BE PERFORATED AND IN ORIGINAL SOIL 1. DATUM IS APPROXIMATE NGVD
SEPARATE CIRCUIT FRCZPUMP WM- 3M GAL RESERVE ACCESS COVER (WATERTIGHT) TO (SEE VENT NOTE ON PLAN)
100.01 PROPOSED SPOT ELEVATION PRMDED IN PC WITHIN 6* OF FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST F2-3-.O-]' F 2. MUNICIPAL WATER IS EXISTING
1 00xO EXISTING SPOT ELEVATION INFA�L INLET 2% SLOPE REQUIRED OVER SYSTEM F25,O]_ Route 28
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
INV. IN 21.0' TEE1 ABOVE
t 22.0'± 2" PRESSURE LINE OUTLET INVERT FOR FIRST 2' OR GEOTEXTILE FABRIC
F1 001, PROPOSED CONTOUR SLOPE TO DRAIN BACK TO PC �NO SPEED LEVELERS REQUIRED 124.2'� OCUS
ALARM ON 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
WEEP HOLE as ada vp -.11 H- 20
FLOAT SNATCH
100 EXISTING CONTOUR SETTINGS: PUMP ON 1500 GAL MIN. CHECK VALVE r SUMP
... . ........
e WORKING RANGE 6' 23.9'
OF B*Tm MYERS SRM 4 24.0' s2p Pine St.
C> i
24.96' csi��
4" r 4" SUBMERSIBLE 4/10 HP PUMP 25.13' " C> r 5. PIPE JOINTS TO BE MADE WATERTIGHT.
0.5'
PUMP )FF _,-'_f2 SYSTEM (OR EQUAL)
C> C>C>
DEPTH OF FLOW 4 6" CRUSHED STONE OR MECHANICAL
f C> .9,42340 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
a_-C7
COMPACTION. (115.221 (2] MASS. ENVIRONMENTAL CODE TITLE V.
TEE SIZES:
loop 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH
OUTLET DEPTH 14 a*Tm 61 B*Tlz PIPING TO BE AT .005'/' SLOPE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
Co
2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION ALL SYSTEM COMPONENTS SHALL BE 8. PIPE FOR SEPtIC SYSTEM TO SCH. 40-4" PVC.
*THE INSTALLER SHALL VERIFY THE (Nor To SCNE) MARKED WITH MAGNETIC TAPE OR 41
LOCATIONS OF ALL UTILITIES AND ALL COMPARABLE MEANS FOR FUTURE LOCATION. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
_41
BUILDING SEWER OUTLETS AND ELEVATIONS WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
PRIOR TO INSTALLING ANY PORTION OF OBTAINED FROM BOARD OF HEALTH. LOCUS MAP
SEPTIC SYSTEM MIN. % SLOPE SLOPE) SCALE: 1 2,000'±
ADJ. G.W. EL. 19.4' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LEACHING DIGSAFE (1-888-,344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 208 PARCEL 108
tINSTALLER SHALL DETERMINE FOUNDATION 24' SEPTIC TANK/PUMP CHAMBER D' BOX 81 FACILITY OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
LOCUS IS WITHIN FEMA FLOOD ZONE C
FEASIBILITY OF RE-ROUTING COMMENCEMENT OF WORK.
PLUMBING AND SEWER LINE TO AS SHOWN ON COMMUNITY PANEL #250001 0005 C
LOCATION AND ELEVATION AS 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND DATED AUGUST 19, 1985
SPECIFIED PER PLAN PRIOR TO SYSTEM DESIGN: REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
INSTALLING ANY COMPONENT LOCUS IS IN AP OVERLAY DISTRICT
GARBAGE DISPOSER IS NOT ALLOWED 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
TEST HOLE LOGS
DESIGN FLOW: 2 BEDROOMS 0 110 GPD 220 GPD LEACHING FACILITY.
VARIANCES USE A 220 GPD DESIGN FLOW LOAM AND SEED
EL. 25.0' 13. A 2 BEDROOM DEED RESTRICTION IS REQUIRED BY THE ENGINEER: DAVID FLAHERTY, R.S.
EL. 24.2' BARNSTABLE HEALTH DIVISION TO BE RECORDED AT THE
MAXIMUM FEASIBLE COMPLIANCE- SEPTIC TANK: 220 GPD (2) = 440
REGISTRY OF DEEDS PRIOR TO ISSUANCE OF CERTIFICATE OF DONNA MIORANDI, R.S.
WITNESS:
LOCAL UPGRADE APPROVAL INSTALLER TO CONFIRM WITH HOMEOWNER
USE A 2500 GAL. H-20 SEPTIC TANK/PUMP,CHAMBER COMBO. WOVEN GEOTEXTILE FABRIC TYPE OF RETAINING WALL PREFERRED COMPLIANCE. DATE: JUNE 20, 2007
1500 GALLON SEPTIC TANK/1000 GALLON PUMP CHAMBER (MIRAFI) USED AS TIEBACK
3310 CIVIR 15.405(l)(h): (SEE CROSS SECTIONS-EITHER MAY BE USED) 14. INSTALLER TO VERIFY FEASIBILITY AND ADEQUACY OF PERC. RATE < 2 MIN/INCH
PT 1 x 6 BULLNOSE DECKING
ELECTRICAL SYSTEM TO ACCO
REDUCTION IN SEPARATION OF SAS TO WITH MIRAFI ATTACHED BY 3" SCREWS MMODAft PUMP SYSTEM PRIOR
ADJ. G.W. LEACHING:
TO INSTALLING ANY COMPONENT. p# 11790
AT 16" CENTERS CLASS SOILS
FROM 5' TO 4' SIDES: N/A STAGGERED SPIKES
40 MIL. -L. 19.4' ELEV. ELEV.
BOTTOM 308 S.F. (.74) 227 GPD POLY BARRIER
(2)-4"Cap Units or 4"Cap Unit
(1)-8"Cap Unit 0 22.0' on E:P 22.8'
TOTAL: 308 S.F. 227 GPD SECTION VIEW 8"Keystone -
USE PIPE AND STONE IN A FIELD CONFIGURATION 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP Unit 179' FILL 20 6' 249* FILL
AS SHOWN PER PLAN (NOT TO SCALE)
4
A A
6"Crushed Rock or 8"or 16" LS LS
Step
MA Unreinforced Concrete 1 OYR 4/2 1 OYR 4/2
PROVED DATE BOARD OF HEALTH Leveling Pad Note: 22" 20.2 3499 20.0'
Elevation- Step in Wall 1. Secure all cap units with Keystone B B
Note: Kapseal or equal. LS LS
BENCH MARK TOP OF CONC. 1. The leveling pad is to be constructed of
1 QYR 6/8 1 QYR 6/8
crushed stone or 2000 psi unreinforced
BOUND ELEVATION 21.2 #1'0 Top of Wall Steps 28" 19.7' 37" 19.7'
concrete.
C
EXISTING SAS C
PEW�
2% MIN. SLOPE OVER SYSTEM mcS MCS
4" LOAM & SEED
2.5Y 7/4 2'.5Y 7/4
EXISTING LANDSCAPE TIE R.W.
:::: �� 4� I C"I\P STONE UNITS PROVIDE VENT NTH CHARCOAL FILTER #9 1 30"± -1 5% GRAVEL 5% GRAVEL
AND BUGSCREEN (FINAL PLACEMENT WITH
HOMEOWNER CONSULTATION) 1/2" x 5 1/4"
139-68' 19.4' 19.3'
r, TH-1 9" COVER FIBERGLASS ADJ. G.W. ADJ. G.W.
-2 EL. PINS
65" OBS, G.W. 16.6' 75" OBS,�Z G,W 16.5'
5'MIN.
6"PEASTONE 96" 14.0' 108" 13.8'
00
LANDSCAPE 11E 20" MAF LE N COARSE SAND BACKFILL AGAINST
WALL
IL #7 WA >
RETAINING WALL
GARAGE OBS. WELL INFO:
(SEE SECTION) 40 MIL LINER FROM TOP PEASTONE/WAL m
�,e TO 12" BELOW GRADE WELL: MIW-29
\ I ' ZONE: D
KUSTONE OR EQUAL RETAINING WALL UNITS
5' REMOVAL OF UNSUITABLE SOIL
18 X8" SET WITH 1 BATTER PER R
0 READING: 7.4', JUNE 2007
REQUIRED AROUND PERIMETER OF FIBERGLASS PINS REQ. ADJUSTMENT: 2.8'
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
NTH CLEAN MEDIUM SAND. 6"X30" CRUSHED ROCK Cfl- UNREINFORCED CONCRETE
co
P LEVELING PAD REQ.
#6
VEF T
G
OUT
EXISTING 2 BR RETAINING WALL CROSS SECTION
SLEEVE SEWER DWELLING 22.7'
f/ (NOT TO SCALE)
LINE WITHIN 10' TOP OF FNDN
OF WATER LINE EL. 25.2' TITLE 5 SITE PLAN
24" MAPLE
OF
50'CROWN
0 7
IV
#4 42 BRIARCLIFF LANE
110
20
-110- (CENTERVILLE) BARNSTABLE, MA
Ld 15 PREPARED FOR
W
�r
(IV 1(y Tm
10
W
R BERT JONES
5
DATE: JULY 17, 2007
#2 9.
J 25 50 75 100
CAPACITY - GPM
0
N PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
#1
0 off 508-362-4541
fax 508 362-9880
OFPdA kA OF 4148
o. I
ARNE ARNE
OJALA H.. down cope engineering, Inc.
i Scal e: 1 10'
CIVIL
OJALA
Scale: 1 20'
No.263
No. 792
Cl VIL ENGINEERS
0 5 10 15 20 25 FEET a 6,
S
0 10 20 30 40 50 FEET
LAND SURVEYORS
o SUR'J
9J9 Main Street YARMOUTHPORT, MASS.
D TE ARNE H. OJALA, P.E., P.L.S.
LICE #05-274
Yr
C_ L ACCESS 1 1
23.0'
8-or 16-
OCrushed Rock or Step
9'"COVER
05-274 JONES-SP.DWG (DDF)
1
ELECTRICAL PERMIT REQUIRED BY TOWN OF BARNSTABLE SYSTEM PROFILE
LEGEND TOP FNDN. AT EL. 25.2' ALA PROVIDE ALARM AND CONTROL PANEL NOTES
IDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
BE INSTALLED INSIDE C. I. ACCESS COVERS TO GRADE (NOT TO SCALE)
BUILDING.
BOTTOM TO BE PERFORATED AND IN ORIGINAL SOIL
� BUILDING. ALARM TO BE ON
100.0 PROPOSED SPOT ELEVATION SEPARATE CIRCUIT PROM PUMP NOTE. 330 GAL RESERVE ACCESS COVER (WATERTIGHT) TO 1. DATUM IS APPROXIMATE NGVD
PaoenDm x+ Pc " (SEE VENT NOTE ON PLAN)
23.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING
1OOx0 EXISTING SPOT ELEVATION 2% SLOPE REQUIRED OVER SYSTEM 25.0'
. INSTALL INLET Route 28
INV. IN 21.0' TEE 1" ABOVE RUN PIPE LEVEL' 2" DOUBLE WASHED PEASTONE "
100 PROPOSED CONTOUR • t 22.0 t 2 PRESSURE UNE OUTLET INVERT FOR FIRST 2' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
OR GEOTEXTILE FABRIC ,
14•TEE SLOPE TO DRAIN BACK TO PC NO SPEED LEVELERS REQUIRED 24.2 OCU3
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
100 EXISTING CONTOUR
FLOAT SNATCH ALARM ON WEEP HOLE
SETTINGS: PUMP ON 6' 1500 GA MIN. CHECK VALVE � p
THIS SIDE s' SUMP H- 2O Vfi
4 WORKING RANGE MYERS SRM 4 ooco 24.96' 24.0' ono o '
4- 25.13 00 o m o m o0 23.9 5. PIPE JOINTS TO BE MADE WATERTIGHT. Pine St.
PUMP OFF 12 r 4" SYSTEM (OR EMERSIBLE QUAL)P PUMP g�o ^ 0 5, < o 0
DEPTH OF FLOW = `I 6" CRUSHED STONE OR MECHANICAL �o�o 0 00�0 00 o� 23.4' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH P,
TEE SIZES: oo �� COMPACTION. (15.221 [2])
" MASS. ENVIRONMENTAL CODE TITLE V.
INLET DEPTH = 1.� cis 3/4 TO 1 1/2 DOUBLE WASHED STONE
OUTLET DEPTH = 14" g• ewE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
PIPING To BE AT .005/ SLOPE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. Ia
2500 GAL. H-20 SEPTIC TANK PUMP CHAMBER COMBINATION
*THE INSTALLER SHALL VERIFY THE � ALL SYSTEM COMPONENTS SHALL BE �° ' � 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ��- ,�
4
(Nor TO SCALE) MARKED WITH MAGNETIC TAPE OR G4�
LOCATIONS OF ALL UTILITIES AND ALL COMPARABLE MEANS FOR FUTURE LOCATION.
BUILDING SEWER OUTLETS AND ELEVATIONS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
MIN. 2 % SLOPE OBTAINED FROM BOARD OF HEALTH.
(�% SLOPE) LOCUS MAP
ADJ. G.W. EL. 19.4' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE: 1" = 2,000'f
t INSTALLER SHALL DETERMINE FOUNDATION 24' SEPTIC TANK/PUMP CHAMBER 11 D' BOX 89 LEACHING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 208 PARCEL 108
FEASIBILITY OF RE-ROUTING
FACILITY OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
PLUMBING AND SEWER LINE TO COMMENCEMENT OF WORK. LOCUS IS WITHIN FEMA FLOOD ZONE C
LOCATION AND ELEVATION AS AS SHOWN ON COMMUNITY PANEL #250001 0005 C
SPECIFIED PER PLAN PRIOR TO SYSTEM DESIGN: 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND DATED AUGUST 19, 1985
INSTALLING ANY COMPONENT
REMOVED OR PJ1APED AND FILLED WITH CLEAN SAND.
LOCUS IS IN AP OVERLAY DISTRICT
GARBAGE DISPOSER IS NOT ALLOWED 12. ANY UNSUITABLE 'MATERIAL ENCOUNTERED SHALL BE
DESIGN FLOW. 2 BEDROOMS ® 110 GPD = 220 GPD LEACH LEACHING- FACIA BENEATHEMOVED 5' AND AROUND THE PROPOSED TEST HOLE LOGS USE A 220 GPD DESIGN FLOW LOAM AND SEED
EL. 25.0' 13. A 2 BEDROOM DEED RESTRICTION IS REQUIRED BY THE ENGINEER: DAVID FLAHERTY, R.S.
MAXIMUM FEASIBLE COMPLIANCE- SEPTIC TANK: 220 GPD (2) = 440 EL. 24.2 BARNSTABLE HEALTH DIVISION TO BE RECORDED AT THE
LOCAL UPGRADE APPROVAL 1-�~�* � • REGISTRY OF DEEDS PRIOR TO ISSUANCE OF CERTIFICATE OF WITNESS: DONNA MIORANDI, R.S.
USE A 2500 GAL. H-20 SEPTIC TANK PUMP CHAMBER COMBO. WOVEN GEOTEXTILE FABRIC :'• _ INSTALLER TO CONFIRM WITH HOMEOWNER
/ •:��- - .• :•• COMPLIANCE.
3310 CMR 15.405(1)(h): (1500 GALLON SEPTIC TANK/1000 GALLON PUMP CHAMBER) (MIRAFI) USED AS TIEBACK .:.,•<i:= TYPE OF RETAINING WALL PREFERRED DATE: JUNE 20, 2007
(SEE CROSS SECTIONS-EITHER MAY BE USED) 14. INSTALLER TO VERIFY FEASIBILITY AND ADEQUACY OF PERC. RATE _ < 2 MIN/INCH
REDUCTION IN SEPARATION OF SAS TO PT 1 x 6 BULLNOSE DECKING ''`
ADJ. G.W. LEACHING: WITH MIRAFI ATTACHED BY 3" SCREWS i �, • 4---� ELECTRICAL SYSTEM TO ACCOMMODATE PUMP SYSTEM PRIOR
FROM 5' TO 4' SIDES: N/A AT 16" CENTERS .::, TO INSTALLING ANY COMPONENT. I 11790
STAGGERED SPIKES ' „ . . .� . CLASS SOILS P#
BOTTOM 308 S.F. (.74) = 227 GPD 40 MIL. EL. 19.4' :` _'
POLY BARRIER " ELEV. ELEV.
: .�: (2)-4 Cap Units or 4"Cap Unit V'0" 22.8'
TOTAL: 308 S.F. 227 GPD (1)-8"Cap Unit 8 Key stone 0" 22.0'
SECTION VIEW unit
6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP FILL
USE PIPE AND STONE 1N A FIELD CONFIGURATION " FILL ,
AS SHOWN PER PLAN (NOT TO SCALE) 17 20.6 24" 20.8'
A I
8"or 16" q
MA #11 6"Crushed Rock or Unreinforced Concrete Step 1 OYR 4 LS LS
2
APPROVED DATE BOARD OF HEALTH / 10YR 4/2
Leveling Pad
Elevation- Step in Wall Note: 22" 20.2 34" 20.0'
1. Secure all cap units with Keystone B B
BENCH MARK - TOP OF CONC. Note: Kapseal or'equal. LS LS
1. The leveling pad is to be constructed of
BOUND ELEVATION = 21.2 _ 1OYR 6 8
#t o crushed stone or 2000 psi t unremforced / � 1 OYR 6/8
concrete.-
EXISTING-SAS
v Top of Wail Steps -- - -- --- ---- -_ 28" - _ 1 91.E. _ __.. v7" 19.
- C C
� PERC
2% MIN. SLOPE OVER SYSTEM MCS MCS
EXISTING LANDSCAPE TIE R.W. 4" LOAM & SEED 2.5Y 7 4
PROVIDE VENT WITH CHARCOAL FILTER #9 30"t , CAP STONE UNITS 5� GRAVEL 5%SGRAVEL
AND BUGSCREEN (FINAL PLACEMENT WITH I ?•
HOMEOWNER CONSULTATION) I i I _ - 139.68° ,god � " FIBERGLASS 4" ADJ. G.W. 19.4' 19.3'
TH-1 2 �� 9 COVE EL 24.2 PINS --- ---- - _ - - ADJ.
. . . AR 65" 16.- 75" 16.5'
X 5'MIN. w " _ OBS, GA
_
6"PEASTONE 96 14.0' 108" 13.8'
LANDSCAPE TIE 20" MAPLE CV o' f COARSE SAND BACKFILLAGAINST
RETAINING WALL , f . GARAGE #7
(SEE SECTION) `� •\ D
40 MIL LINER FROM TOP PEASTONE/WALL m
OBS. WELL INFO:
\_V_ TO 12" BELOW GRADE WELL: MIW-29
5' REMOVAL OF UNSUITABLE SOIL O KEYSTONE OR EQUAL RETAINING WALL UNITS ZONE: D
REQUIRED AROUND PERIMETER OFi O x 18 X8" SET WITH 1" BATTER PER ROW
O � � READING: 7.4', JUNE 2007
LEACHING FACILITY, DOWN TO FIBERGLASS PINS REQ. N
SUITABLE SOIL LAYER. REPLACE \ �\ I O� : : . •;• s ADJUSTMENT: 2.8'
WITH CLEAN MEDIUM SAND. -_ 0 i n 6"X30" CRUSHED ROCK OR
P / UNREINFORCED CONCRETE
LEVELING PAD REQ.
VE T
EXISTING 2 BR OUT
SLEEVE SEWER / w DWELLING
22.7 �} RETAINING WALL CROSS SECTION
LINE WITHIN 10'NE TOP OF FNDN , ^ (NOT TO SCALE) TITLE 5 SITE PLAN
OF WATER LINE EL. 25.2'
\ 24" MAPLE /
50'CROWN OF
0.1
N Nry
.� 110 #4 . 42 BRIARCLIFF LANE
2
o. -Vol (CENTERVILLE) BARNSTABLE MA ,
W 13 PREPARED FOR
o
_ '° ROBERT JONES
0 s
DATE: JULY 17, 2007
#2
zs so rs 10D
-
\ O , CAPACITY GPM
\N N PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
`9 #1 N,
\23,
'I
0 off 508-.362-4541
l\�'o fax 508 362-9880
o
p+ �ki OF p�gss9c �L�N OFSC
o� ARNE H ARNE down cape erg q in e erin g inc.
Scale: 1"= 20' Scale: 1"= 10' � QJALA H �,
CIVIL OJALA
No. 792 No.26
0 10 20 30 40 50 FEET 0 5 10 15 20 25 FEET ���o Cl t//L ENGINEERS'
F
SUR� LAND SURVEYORS
DCE #05-274
D TE ARNE H. OJA6_A, P.E., P.L.S.
9J9 Main Street - YARMOU THPOR T, MASS.
05-274 JONES_SP.DWG (DDF)