HomeMy WebLinkAbout0759 MAIN STREET (COTUIT) - Health 759IN44' Street
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TOWN OF BARNSTABI.F
LOCATION '759 Mcx:n Si . SEWAGE # 1009 - c9Q,� -
VILLAGE CMu l ASSESSOR'S MAP & LOT31. 1006
INSTALLER'S NAME&PHONE NO. B 4 B EXCck ycd+010. V 77 - OGS3 =4
SEPTIC TANK CAPACITY ISOO 9/O
LEACHING FACILITY: (type) 42654 i s (size) 0 x 36 X Z
NO. OF BEDROOMS y
BUILDER OR OWNER Annc. Adams
PERMIT DATE: '7-*7 -O 9 - COMPLIANCE DATE: 7-l3-09
Separation Distance Between the:
Maximum Adjusted Groundwater Table to t9e 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
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RECEIPT
Printed: January 29, 2016 @ 14:10:41
-'.BARNSTABL.E COUNTY REGISTRY OF DEEDS
JOHN F. MEADE, REGISTER
Trans; 25207 Oper:JANICE
SCOTT
Book: 29425 Paget 40 Inst# 4625
Cti#: 989 Re.c:1-29-2016 9 2:06:11p
BARN 759 MAIN ST
DOC DESCRIPTION TRANS AMT
1 BERKEY. SCOTT
RESTR:"CT IC)N
County Fee $ 1.0.00 10.00
Surcharge CPA $20,00 20.00
State Fee $40.00 40.00
Surcharge Tech $5.00 5.00
Total fees: 75.00
* Total charges: 75.00
CHECK PM 1665 75.00
0 1-29-2016 a 02 a 06c}
3tii 3�:i� tii;IS7�'fl � "�ir•.._......_ � _...__.___.....__ .��1+:1��,ii��-1"t' ,1�'f1��
{SirKst.ti tore,0�
aci+;h;C anx °'ii br'z b-,-3(1..si9'fCn-9vudi; air fail n.-)j;-,jJ1T�:�� ttli�t^i{tt(c�';
,I"leoa ' Id i)<3,ins6 I-) T-vaT adf
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sr OL Ibad -DEED i fry ,a quorl S tr.� .rl ri,x
fi:i:�o In:�,zcm;ar ad IisitE u t a: c.t---i;.;,
WHEREAS,L F
��/j�� ,, _l ers name)
/VI' gyp' 'u
it//lJ ��' r a I3ff+
/ (address)
is the owner of-- S �"d/�` t�S'%�v;;� ..'. T �}, i� � �f located
al -- - }n ..re^r. - ' 'Fr_tsrr...s�n.<% -"1 >.r< n. .,ek i,....-4, •, i.4i
MA (hereinafter referred to as
and being shown on a plan entitled "Subdivision of Land in
MA, Property of ,
et al, duly recorded in Barnstable County Registry.
Of
Deeds in Plan Book 5G� Page lb ;
_ ► Gi•-.JA All 10 H't-�:r SIIV!40'Vi•'. CC
Or on Land ourt la Numbe
I .
WHEREAS, � � as the owner of-s Aid'lof "has
(owners name)—
agreed with the Town of Barnstable Board of Health to a restriction as to the _
number of bedrooms which can be iricludetl in�any home built ori'saitl'(ot`asfa ,
pre-condition to obtaining.a disposal works,construction permit�imcompliance
with-'310'CMRY15.000State"Environmental Code;Title V,Qiriirnum
Requirements for the Subsurface Disposal of Sanitary Sewage;-
,ern _so' off' orj s� irL
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to
granting a disposal works.construction.permit fora septic.system.in compliance
with 310 CMR 15.200, State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage, and'authorizing
the issuance of a building permit for�the:construction of a single family home on
this.property,.is_requiring-that the agreement for the restriction on the number of
bedrooms in any house constructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document,
dw& `
i
c�asrS t3 6x0v--vv—x0
.. h
NOW, THEREFORE, 07fMc"JAPD&es ereby place the
(owner's name)
i
following res iction on his above-referenced land in accordance with his
agreement wi the Town of Barnstabl / Board of Health, which restriction shall
run with the Ian and be binding upo all successors in title:
1. may have constructed
dare
upon the 1 a house ontaining n more than bedrooms.
Jeo IFel agrees that this sha I be permanent deed
(owner's name)
restriction affecting loc ted on 0-I-) ZC/ MA, and
being�shown on the.plan,re rd d in Plan Book iy , Paged =:`
,-Qr-on Land Court Plan
For ti le of e fhe following deed: .Book 99 Page
Land CoW ific a of Title Number
_J \
Executed'as a seal dl ent day of,
O s sign ur
Owner's signature
Owner's signature 71
C MMONWEALTH OF MASS CHUSETTS
r A
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SS
. .. y C,.y. 'r•yl {'.. ' \' i iM;C, ! r. �� � '}±r 4:°•i:�' y. f :LJ 1` ,�.'I tj ..i = .,
Then personally ppeared the,above;named
known to me.to e•the person.who executed the forego! g instrument and ;
acknowledged {.- ro F.
the same to be free act and deed, before me,
• �{ i{ , - e, � � P'L,�, _ .. ir. s: �'rl�rt :.rl�:ia.. �� �1'.'.� � _ ..1 _ i 1. ,
S
Notary, „
r . .':Public,. 4 ' ;,.; . . ':7' ,ir��"tu
My.coinnilssion.expires:-
(date) , rill ,r~
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NOW;THEREFORE,
S = erry Y piace the
(owners name)
d.
Yoltowing restriction.on his above-referenced. and in accordance with his
agreement with the Town of Barnstable Board of Health, which restitction shall
run witfi the land and be binding=upon all successors.in title .
1 Iq A)
may have constructed
(eaares�)
u}�on the a house containing,
no more than ,t/� ( : bedrooms.
Jc►orr ,��=�_grees'that this s. I be permanent deed
(owners B) i Z;1! I MA, and
restriction affecting_ located on
being shown on the plan recorded in Plan Book Paged
Eton Land Court Plan
ee$ie followng deed :Book Page.
Fora e of. 9/Yl�� Sr � ..
_?i< Or Land,Court Certificate of Tile Number
e as a sealed in errt day o aC�
O ner's-signature
Owner's signature
-
Owner's signature
COMMONWEALTH OF 100WHOSETTS
SSS
Then poi-so a11y appeared the above-named
known fia me.to be the rson.w . executed the foregoing instrument and
P�..
acknowledged
the ame to be_ _free ect end deed, before me,
a, Notary
Public
Ai Is I
n w ��
`ELAINA J.SIVII *. �`Y� � �e a �: s (date)
NOTARY PUBLIC
4
C WXWWEkTH OF MASSACHUSETTS
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EREFORE ; j j7-S es areby place the
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1...�1r_,,..--6T_61..-_---.�._.%I;1.-..-:,.*..�.-_-.4_..,�:-..I.,....66,.-.,-_---,�--.-'..s.,�....,.I��._Q._,_.---�--_...-.A I�6..-.._-�-�.�..-.--,_--_....-_.�_..,',.I..�...-,,-_�_I.-.1-.,1,��.,I..�.......;,.�_%_-*I..�_-6-d---.I.�....,._'-�.�--.�'-.--.-��.-.6`..1�T�...1,.....1..A 6-,..�-..,��.1,-:-..�A.-I,.1l,-I..1._.,�.-.":----"%....1,,..--_.i-':-.-�1_66.-_--_---__..I.64.-...�.,I�,r-_.--4,�6-'.,-�--._-�..-I..1I--..-..:.11�...��..�-_-I.....-.,-"��k.-�.I,.-.L.%�1.-.>.:..._�-_.�.�,Z:I__..,..�1....I.I1-...!!:..-.��'.-6'-..�-.�--_-66a_.�_!.,.-.,6�I..II.,I.,.:...__--.I.-.-.1�F..,,I�::6...:.........:..-.�.6:.6...�.-..I
NOW, TH...
. (owners name)
s�
following restriction on his above-referenced land In accordance wttFt his
agreement with the Town of'Bamstable.Board of Health which restriction shall
.
ntn with the land and be binding upon allsuc -Z s ., s`in title
. 1. . �i may have constructed
(address)
u on the.l a house containingxnomore than / ( bedrooms nt deed
��o s , E�Q�- y agrees that this sha I be permane,_
ers name _
own )
c
an d :
_ ,
restriction affecting
located on _�
being shown on the plan recorded;in Plan Book Paged_
won Land°Court Plan
Fort 1e ofq �,gr�r�ttsee fhe following deed Book ?�i Page
Or Land Court Ceftificate of Title Number
:.,Execute a a sealed,in met day of,
ace
.. .:. Y'
1. .:_.
}
Owners ' natures T .'
. - - _ h:
Owner signature
- - }.�.. - - .'i - - -
OwneT's signature g
- . .:
_ x. . COMMONWEALTH OF MASSACHUSETTS
,,. . .,,
3Qrw _.mi 1L- S
\ �. 20
Q.:yar �_d,r�
s t
Then personalty appeared the above timed r: z
T� ;e 1,
known tD me to be the'person who execut O foregoing instrument and
s, ,
acknowledged r t , s.
the same to be,�fr®® act and deed, before me, _
f, k „-
i � a
k
new" �rSwas _
x Notary
AN E S
Notary Public _ iYly commission expi
State of Rhoda:island . 3:o '"6:r e m�,
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Notary to#63029 (date)
Ce
My Commission Expires;Oct 30,2016
°edr BARNSTABLE.REGISTRY. . DEEDS
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Message - Page 1 of 1
Miorandi, Donna
From: Miorandi, Donna
Sent: Wednesday, June 25, 2014 9:16 AM
To: Building Dept
l '
Subject: FW: APB for 759 Main Street, Cotuit
y
Just an FYI. Donna
-----Original Message-----
From: Miorandi, Donna
Sent: Wednesday, June 25, 2014 9:11 AM
To: HeathDeptMailbox
Subject: APB for 759 Main Street, Cotuit
Hi all, On the lookout for permit number 2009-202 which was completed and approved by Tom Mckean on 6-12-
09. Permit is not in street file. Owner wants to add a garage with an exercise room and shower above ( clearly
an apt./bedroom to me). Problem is there are plans that show possible 7 bedrooms to me and only 4 were
approved in the zone on .45 acres.
Recommendation-do not sign off on any building permits for this and we still need the septic permit and plan.
Donna
11/25/2014
bn ��ce� Miss Inc
+ 3
No. 6 — o1U�' Fee.
THE COMMONWEALTH OF.MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposai :j�pstem Construction 3permit
Permission is hereby granted to Construct( ) Repair(✓) Upgrade( ) Abandon( )
System located at. 5 1 Q I(l "r-) DO
and as described-in the above Application for Disposal System Construction Permit. The applicant recognized-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 permit.
Date 7 ? -0 I Approved by
TOWN OF BARNSTABLE
LOCATION '7S9 / a�n .S-1 . SEWAGE #a0iD9 = �D
a VILLAGE.On-4 Li i-f ASSESSOR'S MAP & LOT.'-
INSTALLER'S NAME&PHONE NO. B 4 3 EXCg v a');a^J. Z/7'7 • DG S3
SEPTIC TANK CAPACITY /SOO 9/O
LEACHING FACILITY: (type) y)a 54 i c_ c6o�r-,ScrS (size) _13 x 36.x:Z
NO. OF BEDROOMS y
BLJ L,DER`OR OWNER Annc- Ado r►s
PERMr.F DATE: 7-7- O 9 COMPLIANCE DATE: 1-13-0°9
Separation Di stance..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
urrushed_ yam_.
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moo`' MICHELE
2 2d CUDILO a
STRUCTURAL
/�� No 34774
QISTEP�cG��C4Q
dd'' SS/ONAL
IIt"Al C
Z[CA
Anne Adams
759 Main Street
P.O. Box 1906
Cotuit,MA 02635
anneladams@comcast.net
774-238-0058
June 11,2009 ,
Mr. Tom McKean
Barnstable Board of Health
200 Main Street
Hyannis,MA 02601
Dear Mr. McKean,
I am in the process of having the septic engineered at 759 Main Street. Currently the
town has my house assessed as a 3 bedroom. However,the House has four bedrooms and
has always had four bedrooms prior to our buying it in 1986.
Dave Stanton was at my house yesterday for a soil test. I mentioned that my house has
four bedrooms. It is an older house and has a unique lay out but the rooms definitely.
qualify as four bedrooms. He suggested I contact you.
Amy von Hone is working on the septic engineering and I would like to have her design
the septic for the four bedrooms. I hope this meets with your approval.
Attached are pictures of the four bedrooms and the floor plan(three bedrooms on the
second floor and one on the first)..
Sillcerely,
ne.
Anne Adams
Enclosures:
Pictures
Floor plan
FROM THE DESK OF
ANELIA ADAMS
AV,.,yl Al�
YAK\
Anne Adams
759 Main Street
P.O. Box 1906
Cotuit,MA 02635
anneladams@comcast.net
774-238-0058 ,
June 11,2009
Mr. Tom McKean
Barnstable Board of Health
200 Main Street
Hyannis,MA 02601
Dear Mr. McKean,
I am in the process of having the septic engineered at 759 Main Street. Currently the
town has my house assessed as a 3 bedroom.However,the house has four bedrooms and
has always had four bedrooms prior to our buying it in 1986.
Dave Stanton was at my house yesterday for a`soil test:I mentioned that my house has
four bedrooms. It is an older house and has a unique lay out but the rooms definitely
qualify as four bedrooms.-He suggested I contact you.'
Amy von Hone is working on the septic engineering and I would like to have her design
the septic for the four bedrooms. I hope this meets with your approval.
Attached are pictures of the four bedrooms and the floor plan(three bedrooms on the
second floor and one on the first)..
Sincerely,
e Adams ' •
Enclosures:
Pictures
Floor plan
oAj t7p
7E0RGIF':-
- !:DICHUSE"S
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:
Mar 15 10 03:29p p.1
Department of Public Health/Department of Labor& Workforce
Development
NOTIFICATION OF DELEADING WORK
All sections of this form must be completed in order to comply with
the notification requirements of M.C-L.C.111 197
454 CMR 27.00 and 105 CMR 460.000 as most recently amended
Contractor performing project Paint by Numbers of N.E.Anc. License#D.C.000021 Exp. Date 02/24/11
Lead Paint Inspector Fred Hernmila Date of Inspection 01/07/10 License Number 2736
Address of Project:
Street Address: 759'Miiin`Str_eett
City: &—ootuit=r State: tMA Zip:02635
Property Oumer: Scott Berkey Address: I3 John Matthews Road,Hopkinton MA 01748
Telephone Number: 508-353-9705
De-leading Method- Wet1Dry Scra ing Heat Gun uid Encapsulant
m Demolition Caustics Repiacee
C�cxpain.:
Other
If other selected,please di in
Check One: Dwelling is multi-family Single family 'X Other
Start Date: March 26,2010 Completion Date: AV6130,2010
When will work he done: AM X PM X (specify times on site)Weekends
Project Supervisors Names: ,bike Bushe License#DS3413 Exp.Date 1110/11
Arnold Thomas License# DS000854 Exp.Date 9124/10
Worker's Compensation Policy Number UB-0767N286-09 Carrier Travelers
In case of emergency,contact Anthony McLaughlin Telephone Number 508-824-0080
Deleading Contractor
The undersigned hereby states, under the pains and penalties of perjury,that he/she has
read and understood the Commonwealth of Massachusetts Deleading Regulations,4:54
CMR 22-00,and the Lead Poisoning Prevention and Control Regulations, 105 CMR
460.000,and that the information contained in this notification is true and correct to the
best of his/her knowledge and belief.
Date March 15,2010 Signed 0 0A
Company Name: Paint by Numbers of N.E.,Inc.
Address: 18 Reed Street,Taunton,MA 02780
Telephone Number: 508-824-0080
i
Town of BArmtabie. P# I ;� uO
Deparhnent oLRegtilaw Services
Public Heaiiii Division Date 5 �;2 7NAM 0 9'
ssJ9. 200 Main Street.Hyannis MA 02601
A.
Date Scheduled 6 —/O o ! Time�IW Fee Pd. ���
$oil Suitability Assessthen' t for Sewage Disposal
Performed By.,��/� �/d!9Lp. 7_ witnesseday: ,j�—�j�Lr ` GU. ii �
i
LOCATION&G I INFORMATION
Location Address•. g Owner's Name
-79 / AC1
Address
Assessoft MapiP4rcei: (e 6- -_ Englumes Name lfW,
s9 s
NEW CONSTRU�*D REPAIR _1 I Telephone# � 7� _� 7
/ S(� j ! SurfaceShmes
Land Use Slopes(96)
Distances{rots; (ypen Water Body kA ft Pasible we Area ft Urinldng Watea Well !�ad
Drainage Way ft. Property Line __Z_1�• .._ft other R
SKETCH:(Street name,drmeosiodsbf lot,exact locations of test holes 8c pere tests,locate wetlands in pmxitnity to holes)
i
I
-rf �� �
�g
WIZ
i ¢�t//4 1
9
pm=t material(geologic) Depth to Pedmak
B�D7�. Weeping ftm Pit Face
Depth to C W=dwaOr. Standing Water in Hole: -
estimated Seasonal high Groundwater
D TERMIN TION FOR SEASONAL M(;H WATER TADLE
'� Jn.
Method Used: '/v Hf 3�'._ ln. Depth t0 soll ttfotd+ls:
Depth ervcd atandmg�n obs.hole In. amundwater At�uetttleet
Depth toiweeping from sit a�l AazG
q Indar Well ievei �- �.;,r,+!'ator,,,,�,�.Adl.droundVvatet•Level,,,�7 `�
Index Well#t -1 Reading Date
PERGOLA ON TESL' Date
Observation' � - Titre at 9" � ..
Hole# _�'1�:�.- PF
Depth of Pere �7 7 - Time at tS"
j �t„e c�-6*) a
Start pin:-snak'Iime.0 ���Q -
EndPre-soak �,--
Rate MmAneh '.
Site Suitability Assehsmonc Site passed——
Site Failed; Additional Testing Needed(Y/IV)
ObsetvatiotiHole Data To
l• Be Completed od BaCk'--
Origina .Public He�1t1t Division ?
***If percola•"test is to be conducted within 100'of wetland,you mast first notify the
Barnstable C6#servation Division at least one(1)we&prior to beginning.
I
i •
+ DEEP OBSERVATION HOLE LOG Hole#
Depth from Sal Horizon Soil Texture Soil Color Soil Other
Surface,(ia.) (USDA) (Mansell) Moahg (SwoWm swo,Bouldm.
;z 6 16(117
d.
k1b
DEEP OBSERVATION HOLE LOG Hole# 2
Depth from Soil Horizon. Soil Texture Soil Color Soil <4 - Other
Surface fin.) , (USDA) (Munseu) Mottling (Structure,Stones,Boulders.
It �,fAzlalpHi to vp"3/2
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Harizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
alf yr r��
'DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Boil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Flood Insurance Rate Man:
Above 500 year flood boundary No— YesAZ
Within 500 year boundary No Yes
Within 100 year flood boundary No✓ Yes
Death of Naturally Occurring Pervious Material
Does at least four feet of uaturally occurring pervious terial exist.in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is.the depth of naturally occurring pervious material?
Certification ,
I certify,that on f'f (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 3.10 CMR 15.017.
Signature Date ��
Health Master Detail Page 1 of 1
21
Logged In As: TOWN\health Health Master Detail. Wednesday,June 25-2014 -
Application Center Parcel Lookup Selection Ttems ,
rParcel } Septic Perc Well Fuel Tank
Parcel: 036-006 Location: 759 MAIN STREET(COTUIT),COTUIT Owner: BERKEY,SCOTT A&PATRICIA A
Septic 1,7/7/2009 New Septic
Permit number.12009202 Permit type. Repair Complete system. 17,
Issue date : 7/7/2009 i Complete date 7/13/2009 'E
Septic tank size:11500 Type/Size of SAS: (8)Arc 50 s with 4'of stone
Installer: Gilfoy,Robert(Bob)G.,B&B Excavation €�' Card on file: rs .
I/A service type: Select service!'�;l Innovative/Alternative Technology type: Select IA type
Variance date �—jA Abandon complete date : Abandon permit number:�-
Repair deadline date :I ! Repair notification date Keyword �W
Comments:
ewsting 46R since 1986 per letter from owner.TM okd on 6-12-09 ( Delete Septic
New Inspection...
Number Inspection Date Inspector a Result
0 � Select Inspector ,"_ _ '�I Select result ��
Received Date Comments'
a ,
6/25/2014
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a
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MAIN
STP TET
�6 `L
ASSESSOR'S MAP: 36 GENERAL NOTES:
a 2g , PARCEL• 006
t Rout REFERENCE: PL BK 500 PG. 10 1. VERTICAL DATUM: Assumed �U a 0
a OR V�aQ o 2- MUNICIPAL WATER _AVAILABLE
FLOOD ZONE C Town Of bar astable EL=106.5Ei(Assumed) a SCHEDULE 40 PVC PIPE TO BE USED THRQUGHOUT SYSTEM
#250001 OOiB 0(7/02/92) a UNLESS OTHERWISE NOTED_
Kin Rd dj�s o 4. ALL PRECAST UNITS TO CONFORM TO
AASHTO: 1,140&20
�e e� x 1� m 105.%? PIPE PITCH-1/4'PER FOOT UNLESS OTHERWISE NOTED.
L Le. 103.02 x 103.34 x 10447 J Ao• 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA
ge a 1oh' ENVIR.CODE(TR E 5)AND LOCAL REGULAIIONS.
torus ww N.Ts. 7- CONTRACTOR TO VERIFY LOCATIONS OF All UTILITIES PRIOR TO
N 88.51'03'E - --=-- / 51 I F U9 U i iNC� tom. CONSTRUCTION.
--- e' LEGEND:
d •.
102.87 - 103.11 103.49/ 10452 104�7
PROPOSED OONIoUR
VD
102.85
16103.03 �104.74 _ CB/DH%ND m 105.W ® PROPOSED SPOT GRADE
- - ------ - -- -
3F T-MAPLE 2F T-MAP E. .
- .. 1�, I _ l _ 1 k 6 S. �„� 40 E�asnNc oorrrouR
23 oasrtHO sGRAMt saa
,a _ `Milk`,(/ .y i104.87 8 � Test PR
"'Cn
- oasnNS WATER SERVICE
l'{
Y
r_ti
_ _ w
- X
ORK UMIT UNE
' - 3� TO1106 c0' . -- E A106.02
..
v
Y
S PST l. ETCO 2.81
ti y
- et
ca 46' _
1 5 3
. -
o 1.78 2. 13tidc
o` rn _ ® 103.63 ( . -
o J - _ . ) 105.5 � m ao C1 �� fir•
Fbmter Cottage, = a c o IWNri. � Y y�
„ {No Foundabionj" 308 :Ood-Ceuar a a 1 `' MON Now o R r„
AIiN
t - r- - ,
-== _ S.64 VAS
102.30 102.90 .� --- I05.5 38:21
_- -
Crawl -
EPT!C/MET-COV �L Lt�'(Lr4�t� t ._. _ _ -
BrIck
_a �G1S1E
x -
102.68
1.89 19,373t S.F.
0.44t Ac. i X. l8 9
_ NOTE Yi v.# too for Gas Line ..- :1 5 So o
Map 36 SEP�C OV - NOTE:This plan Is be used for septic
- i�` • - - / 3
Parcel 6 103. 0 0 . near rx kip- system purposes only and Is not to be
197.T8' ro considered a
10�.31 property fine survey: .
Edge of pavement 10�. 6 0 104.99 G/MAIN
103.24
S w. . .W 1o4s4 105 759 MAIN STREET, COTU IT MA
V H
104- -
�. COOLIDGE STREET . UP/48/1.47 associates PREPARED FOR:
C r nlT 5�1 9_K �Y
L
ELF Ltd _'.!�l �! �T r: ,� r `P6 L\L Ca d ti� sopmmm J
1T TN �11C' w,►0 DI ( LV\tz. ice. � - »T soa t -Cotuit, MA 02635
19' Ti1 lVALA - - -
LEACH TRENCH OPTION: Use 4 Infiltrator 3050 units Ta Ll-f T , (r NAM ST� FC;L`
(H-20)with washed stone:4'ends, 4'sides for 36.52'L x
12.25'W x 2' H. Totzfi Ca ac ` Tcrry�. Wa ng PI-S.
P dY=475.41 gpd(642.45 s.f.) '
95, -T ,� r.i . + .s DATE REVISED SCALE SHEET NO.
�
i c scav 06/16/09 1• _ �n ,.f
T.O.F.(Full/Crawl) Provide Riser over D-box NOTE:All components to be marked with NOTE:To prevent breakout,final grade
EL. 106.2 to within 6"of final grade magnetic tape or similar prior to final cover. of EL. 100.25 to be carried out a
(Cover to be watertight) minimum 15'beyond edge of leach
F.G. EL: 103.0-105.5t F.G. EL: 103.0t h f l l 2%Mi i i
5± M
EL: 102
F.G.
. antan n. slope over leach to prevent ponding F.G. EL: 102.5t facility.
Existing �- .
Install risers w/covers over inlet and I Min. 2"of 1/8" 3/4"Washed Stone or Geotextile Fabric Inspection Port within 3"to grade
Existing Main Line outlet to within 6"of final grade
L=34' (Access Covers min.20"diam.per Code)
EL. 103.37 ` 4 SCH 40 PVC L=10' 3/4"-1 1/2" Double Washed Stone f-42.75"In all Per Unit
s• 4"SCH 40 PVC M L=10' Top of Peastone or Geotextile Fabric EL 100.25
@S=4.7%(2%MI . to, a a 4"ISCH 40 PVC
Existing 2"Sch.40 Line ta- @S=3�(1/cMIN) s9 0 0
EL. 103S L=65' "• @S 3.3/0(0.5/oMIN) 1.78 Eff.Depth
EL. 100.55 EL. 100.08 Bottom EL.(Convert to 4"Sch.40 ....4"SCH 40 PVC Install Gas Baffle EL. 100.25 EL. 99.75 97
PVC outside foundation) S=3%(2%MIN) PROPOSED DB-3 Use 8 ADS ARC 50's
H-10 DISTRIBUTION BOX (HD)with Double Washed Stone 6,8'
Watertest for levelness if I 4' Ends,4'Sides
EL. 100.8 (Install PVC Inlet&Outlet Tees)
PROPOSED 1500 GALLON more than one outlet SEPTIC SYSTEM PROFILE (36.5'x 12.29'x 1.78')
H-10 SEPTIC TANK EL. 1.17
j
N.T.S. Bottom of TH-1&2
ADDITIONAL NOTES
SOIL LOG DESIGN CRITERIA
I. Contractor to confim soil suitability prior to installation. Contact BOH and Design
SOIL EVALUATOR: AMY VON HONE, R.S. S.E.#2517 Sanitarian in the event of varying soils from original soil test:
Number of Bedrooms: Existing 4 Bedrooms
INSPECTOR: DAVID STANTON, R.S., BOH
DATE: JUNE 10, 2009 11:00 AM 2. Failed Cesspools to be pumped and backfilled per Title 5 abandonment procedures.
PERCOLATION RATE: <2 MIN/INCH IN C1 Soil Type: Class
3. Water line to be sleeved at any sewerline crossings and within 10' of any septic Design.Percolation Rate: <2 min/Inch
components, as needed, per Water Department requirements.
TH - 1 TH - 2 Daily Flow: 110 G.P.D./ Bedroom x 4 =440 G.P.D.
4. Contractor to verify location of all sewer limes exiting foundation. Unable to verify Design Flow: 440 G.P.D. (Min. Required)
EL.102.17 EL.102.17 number of sewer lines servicing cesspool adjacent to Coolidge Street due to cesspool
A A being full above invert elevation(s). At least one 2" PVC line servicing washing Garbage Grinder: Not Allowed
Sandy Loam Sandy Loam I
10YR3/2 10YR3/2 machine and possibly sink entering cesspool. Contact Design Sanitarian in the event
8" 101.5 8" 101.5 of any discrepancies or existing sewer lines unable to meet minimum slope to septic Leaching Area Required: (440)/0.74 = 594.59 S.F.
tank.
LoamySand Loamy Sand I Septic Tank Required: 440 G.P.D.x 200% =880 G.P.D
10YR5/8 10YR5/8 5• Septic tank and distribution box to be placed on 6" crushed stone or compacted, level Minimum 1500 Gallon (Proposed)
20" 100.5 -20" 100.5 base. Use 8 ADS ARC 50's with Double Washed Stone:
c1 C1 ' (H-20) 4' on Ends, 4' on Sides: 36.5'x 12.29'x 1.78'
Medium Sand Medium Sand F OO R PLAN Sidewall Area: 2(36.5'+12.29')1.78' = 173.69 S.F.
Perc 2.5Y6/4 2.5Y6/4 Bottom Area: 36.5'x 12.29' = 448.58 S.F.
@ � Den N.T.S.
57"Bo m Total Area: 622.27 S.F.
Design Flow Provided: 0.74(622.27 S.F.)= 460.48 G.P.D.
1st Floor at r&C Bed 1 I Bed 3 PERC RATE: <2 MIN/IN.(C Horizon) Bed 2 759 MAIN STREET, COTU IT, MA
2 gallons in 7:4$min tes
Living Jill I IIIIIIII V
PREPARED FOR:
Brea 2nd FloorF Bath Hall associates Anne Adams
132" 91.17 132" 91.17 � Dining Room
No Groundwater Observed
Room SEPTIC SYSTEM DESIGNS
Room 320CotultRoad P.O. Box 1906
(Groundwater approximately 38.5'below grade sandwich,MA02563
per Groundwater Contour Maps) f Bed 4 508.833.0041 Cotu It, MA 02635
Closet/Unfinished Stora a SurveyingI,Amy L.von Hone, R.S., hereby certify that I am currently approved by the DEP pursuant to ;' Terry A. Warner.P.L.S.
310 CMR 15.017 to conduct soil evaluations and that the above analysis has been 22 Long Road
performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that Harwich, MA 02M DATE REVISED SCALE SHEET NO.
I have successfully passed the Soil Evaluator's Exam on November,1994. (W5) 432-8309 06/16/09 1" = 20' 2 of 2
I
I
ASSESSOR'S MAP: 36 ;I GENERAL NOTES:
PARCEL: 006 Benchmark set:
c REFERENCE: PL. BK. 500 PG. 10 Orange paint on brick wall 1. VERTICAL DATUM: Assumed
0 2. MUNICIPAL WATER is AVAILABLE.
'Q sor FLOOD ZONE: C Town of Barnstable EL.= 106.55 (Assumed) 3. SCHEDULE 40 PVC PIPE TO BE USED THRO.UGHOUT SYSTEM
Sam #2500010018 D (7/02/92) I c- ,M UNLESS OTHERWISE NOTED.
R
d 0 4. ALL PRECAST UNITS TO CONFORM TO
\d Kin s �� did S o
AASHTO: H-10 & 20
ire 1p Y 105.%? PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED.
LOCO Jae e� x 103,02 x 103,34 4� X 104117 °J° �� 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA
Lewis y. a
Coo d e off' ENVIR. CODE(TITLE 5)AND LOCAL REGULATIONS.
g / 0 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO
3 LOCUS MAP N.T.S. [\I $$°51'03" E - / o CONSTRUCTION.
102.87 103,11 � � LEGEND:
Stockade Fence 103,49/ 104.52 1047f
/ x Ii 105,980 m L� �- 99�- PROPOSED CONTOUR
JLE
104.74 105, ss PROPOSED SPOT GRADE
103.- SEPTIC/MET ❑VGND CB/DH/FND - 40 EXISTING CONTOUR
102.85 2FT-MAP � - 30.23- EXISTING SPOT GRADE
3FT-MAPLE 36.5' x 102,71 103, 0 1
13' :.TM� TH-2 103.64 :105,8 TEST PIT
' 1 \ 104,87
4FT- APLE �e.
p 103, 8 C t� ® EXISTING WATER SERVICE
O 105.22
\ (n. N X 102. 7 0 103.57 / : a 105 41 v J o Xo WORK LIMIT LINE
i . . `1
m -
ca
106.02
TOF=106
)8 w m :..:: 6 10 ,75 .20
;.:� �114 1 ' i02.81 (Assumed) :105,3 ... Fn
m M S P. X.`/.. ETC❑ NL 46'
C0 :.:•:D
0 o a01,78 2, 2 + i Brick x'.: a�i ��� OF Mgff OF �qf
ao O ti 103.63 Clean `t i 'i a�: �
0 0 ~ Former Cotta e ;; 105,54 �. oo a o a AMYL ��,
z J g 103.08 Ca a Cod Cellar i ; ;N :_, V3N FIVE c TERRY
..., ..
1.
(No Foundat2
ion)
p r ANN
/ 05.64 U No. 1068 ti WARNER H
11 102.30 102,90 105.5 v No. 38721
102/33 O Crawl Space :
/SEPTIC/MET-C❑V Bk g � L ric
3 / x 102,68 wall
X 01.89 19,373t S.F. / Cle�anout
0.44t AC. Q 01 „ 1. 554
SEPT�C/ ❑V NOTE: Watch for Gas Line 0
NOTE: This plan is to be used for septic
� Map 36 /103.50
o= , near sewer line. system purposes only and is not to be
i Parcel 6 197.78' IAvg, considered a property line survey.
105.31
Edge of pavement 10'4 6 104.99 G/MAIN
1.7y 1oz 103,24 s gg°34�53"W 104,54 105 1 759 MAIN STREET, COTU IT, MA
V H
STREET UP/48/1.47 associates PREPARED FOR:
COOLIDGEAnne Adams
SEPTIC SYSTEM DESIGNS
320 Cotult Road P.O. Box 1906
Sandwich,MA02563 NOTE: Pump and backfill {
508.833.0041 Cotu i 1, MA 02635
LEACH TRENCH OPTION: Use 4 Infiltrator 3050 units all cesspools.
(H-20)with washed stone: 4' ends, 4'sides for 36.52' L x JTerry
Surveying
Te A. Warner.r.
P.L.S.
12.25'W x 2' H. Total Capacity= 475.41 gpd (642.45 s.f.) Harwich,2 Long
Road DATE REVISED SCALE SHEET N0.
i (508) �2-8309 06/16/09 1" = 20' 1 of 2
s
ASSESSOR'S MAP: 36 GENERAL NOTES:
C, PARCEL: 006 Benchmark set:
M\�' REFERENCE: PL. BK. 500 PG. 10 Orange paint on brick wall
1. VERTICAL DATUM: Assumed
,Q Or5 „ 0 2. MUNICIPAL WATER I—AVAILABLE.
FLOOD ZONE: C Town of Barnstable EL.= 106.55 (Assumed) 3. SCHEDULE 40 PVC PIPE TO BE USED THRQ.UGHOUT.SYSTEM
Sa' #2500010018 D (7/02/92) a
R ,fir UNLESS OTHERWISE NOTED.
d o 4. ALL PRECAST UNITS TO CONFORM TO
Id �Cin s di�j l o
j s E LO AASHTO: H-10 & 20
reel` 104� I m 105,%9 PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED.
LOCU x 103.02 x 103.34 x 104.17 J 0�
0o ge 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA
Lewi / CL �o� ENVIR. CODE(TITLE 5)AND LOCAL REGULATIONS.
d 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO
3 LOCUS MAP N.T.S. N 88°51'03" E / r o CONSTRUCTION.
102.87 103.11 /.4,0
. LEGEND:
"Stockade Fence 103,49/ 104.52 104x 105,98� mPROPOSED CONTOUR
2 / 4.74 105. 99 PROPOSED SPOT GRADE
103,03 CB/DH/END102,85 SEPTIC/MET ❑VGND :v — 40 - EXISTING CONTOUR
3FT-MAPLE 36.5'T-MAPLE x 7 103 0
30.23 EXISTING SPOT GRADE
102,71 � l
13' -- T.- TH-2 103,64 �\ �1'04,87 105.8 TEST PIT
dh 4FT-i APLE
p 103, 8 . . �. 105,22 t��e: /1 ® EXISTING WATER SERVICE
.,.. N x 102.17 p 103,57 1 / >... . 105 41 �/J • o Xo WORK LIMIT LINE
r^ #759 ... .::;
M
10P.75 TOF=106.20106,02
>8 w m g _
D , , _ 7
r., �14 1 102.81 / (Assumed) L
M S .:P F / ETCON 46' I 1 :105,3 m
2, Brick a OF 0 0 y
101,78 2 103,63 X. >
00
>
0 0 ti Clean t I -105.54 c`` o0n as o o�Q AMYL 9�y� J``�� TERRY Jq�y
Former Cottage o:.:: rn r
z '. 103.08 Ca e Cod Cellar : �.. = v=KONE = ANN F`
(No Foundation) t; p cn N o WARNER H
/ —. - - - - - 05.64 No. 1068
11 102.30 102,90 . 105,5 O No, 38721
10 2/3 3 O Crawl Space
SEPTIC/MET-C❑V
Brick ; IT P
3 / x 102.68 W1Wall
Cle�anout 105.:4:7 �( 7
x 01.89 19,373t S.F:
0.44t AC. : 554
NOTE: This plan is to be used for septic
SEPT�C/ OV NOTE: Watch for Gas Line 0
Map 36 /10/3.50 0= near sewer line. system purposes only and is not to be
i Parcel 6 197.78' 105,31 considered a property line survey.
Edge of pavement ,. 10�1�6 104.99 G/MAIN
1.7 103,24 5�34'S3°W 104,54 1051 759 MAIN STREET, COTUIT, MA
j o4— V H
C00 L-
DG E . STREET UP/48;1 47 associates PREPARED FOR:
SEPTIC SYSTEM DESIGNS Anne Adams
320 Cotuit Road P.O. Box 1906
Sandwich,MA02563
NOTE: Pump and backfill 508.833.0041 Cotu It, MA 02635
LEACH TRENCH OPTION: Use 4 Infiltrator 3050 units all cesspools.
(H-20)with washed stone: 4' ends, 4'-sides for 36.52' L X Surveying by:
Te A. Warn P.L.S.
er.
12.25' W x 2' H. Total Capacity = 475.41 gpd (642.45 s.f.) Harwich, o 22 n&Rad DATE REVISED SCALE SHEET N0.
\ (508) 4.32-s309 06/16/09 1" = 20' 1 of 2
�.
f
T.O.F. (Full/Crawl) Provide Riser over D-box - NOTE:All components to be marked with NOTE:To prevent breakout,final grade
EL. 106.2 to within 6"of final grade magnetic tape or similar prior to final cover. of EL. 100.25 to be carried out a
F.G. EL: 103.0 105.5±
(Cover to be watertight)
Existing minimum 15'beyond edge of leach
F.G. EL: 103.0± F.G. EL: 102.5± Maintain Min.2%slope over leach facility to prevent ponding F.G. EL: 102.5± facility.
�-
Install risers w/covers over inlet and Min. 2"of 1/8"-3/4"Washed Stone or Geotextile Fabric Inspection Port within 3"to grade
Existing Main Line < outlet to within 6"of final grade
L=34' (Access Covers min. 20"diam.per Code)
EL. 103.37 4"SCH 40 PVC L=10' 3/4"- 1 1/2" Double Washed Stone -42.75"Ins tall d Per Unit
4"SCH 40 PVC L=10' Top of Peastone or Geotextile Fabric EL 100.25
@S=4.7.%(2%MI . to, ° 4";SCH 40 PVC-
Existing 2"Sch.40 Line 14. `, CAS=3�°( /°1MIN) s CAS�3.3%(0.5%MIN) 1.78' Eff.Depth
EL. 103.7 L=65' EL. 100.55
(Convert to 4"Sch.40 Install Gas Baffle EL. 100.25 EL. 100.08 97 .
PVC outside foundation) ..•4 S°CH 40 PVC PROPOSED DB-3 EL.99.75 Use 8 ADS ARC 50's
•
S=3/°(2%MIN) w, H-10 DISTRIBUTION BOX (HD)with Double Washed Stone 6,8'
a;
EL. 100.8 (Install PVC Inlet&Outlet Tees) Watertest for levelness if SEPTIC SYSTEM_ PROFILE (36 5Ex 12.295 tl
PROPOSED 1500 GALLON more than one outlet 1.78')
H-10 SEPTIC TANK EL. F1.17
f N.T.S. Bottom of TH-1&2
ADDITIONAL NOTES
SOIL-LOG DESIGN CRITERIA
1.. Contractor to confim soil suitability prior to installation. Contact BOH and Design
SOIL EVALUATOR: AMY VON HONE, R.S. S.E.#2517 Sanitarian in the event of varying soils from original soil test.
INSPECTOR: DAVID STANTON, R.S., BOH Number of Bedrooms: Existing 4 Bedrooms
DATE: JUNE 10, 2009 11:00 AM 2. Failed Cesspools to be pumped and backfilled per Title 5 abandonment procedures.
PERCOLATION RATE: <2 MIN/INCH IN C1 Soil Type: Class 1
3. Water line to be sleeved at any sewerline crossings and within 10' of any septic Design Percolation Rate: <2 min/Inch
components, as needed, per Water Department requirements.
Daily Flow: 110 G.P.D./ Bedroom x 4=440 G.P.D.
TH - 1 TH - 2 4. Contractor to verify location of all sewer lines exiting foundation. Unable to verify Design Flow: 440 G.P.D. (Min. Required)
EL. 102.17 EL. 102.17 number of sewer lines servicing cesspoolladjacent to Coolidge Street due to cesspool
A A` being full above invert elevation(s). At least one 2" PVC line servicing washing Garbage Grinder: Not Allowed
Sandy Loam Sandy Loam 1•
10YR3/2 10YR3/2 machine and possibly sink entering cesspool. Contact Design Sanitarian in the event
8 101.5 81 101.5 of any discrepancies or existing sewer lines unable to meet minimum slope to septic Leaching Area Required: (440)/0.74 = 594.59 S.F.
B B tank. Septic Tank Required: 440 G.P.D.x 200% =880 G.P.D
Loamy Sand Loamy Sand
10YR5/8 `10YR5/8 5. Septic tank.and distribution box to be placed on 6" crushed stone or compacted, level Minimum 1500 Gallon (Proposed)
" 20 100.5 20 100.5 base.
" • Use 8 ADS ARC 50's with Double Washed Stone:
C1 C1 ' (H-20) 4' on Ends, 4' on Sides: 36.5'x 12.29'x 1.78'
Medium Sand Medium Sand FLOOR PLAN Sidewall Area:. 2(36.5'+12.29')1.78' = 173.69 S.F.
Perc 2.5Y6/4 2.5Y6/4 f 4 Den N.T.S. Bottom Area: 36.5 x 12.29' = 448.58 S.F.
57"Bo m Total Area: 622.27 S.F.
Design Flow Provided: 0.74(622.27 S.F.)= 460.48 G.P.D.
1st Floor• �
PERC RATE: <2 MIN/IN.(C Horizon)
at m Bed 1 Bed 2 Bed 3 759 MAIN STREET, COTU IT, MA
2 gallons in 7:48 min tes
PREPARED FOR:
Brea �. Living 2nd Floor Bath Hall associates Anne Adams
132" 91.17 132" 91.17 Room !� Dining Room SEPTIC SYSTEM DESIGNS
No Groundwater Observed Y Room 320 Cotuit Road P.O. Box 1906
(Groundwater approximately 38.5'below grade sandwich,MA02563
per Groundwater Contour Maps) - 508.833.0041 CotU lt, MA 02635
i Bed 4
Closet/Unfinished Stora a Surveying by:
1,Amy L.von Hone,R.S., hereby certify that I am currently approved by the DEP pursuant to Terry A. Warner.P.L.S.
310 CMR 15.017 to conduct soil evaluations and that the above analysis has been 22 Long Road
performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that Harwich, MA 0260 DATE REVISED SCALE SHEET NO.
I have successfully passed the Soil Evaluator's Exam on November,1994. l (5W) 432-8309 06/16/09 1" = 20' 2 of 2