HomeMy WebLinkAbout0060 HIGH NOON DRIVE - Health 60 HIGH NOON DRIVE
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TOWN OF BARNSTABLE
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LOCATION,lgJA&32A2,55 SHocrs.,tiwezi tLL SEWAGE#
VILLAGE CORK�t-1�� ASSESSOR'S MAP&PARCEL 1q3 )A�
INSTALLER'S NAME&PHONE NO.C���ca�c�c �d-�'L'b'�@1S�S 1
SEPTIC TANK CAPACITY (fie'® GALLw..)
LEACHING FACILITY:(type -o4L!(9dP1'b;k$(size)
NO.OF BEDROOMS 3D FQ d /1c
OWNER 4-0 C.G MA<ZAEGO
PERMIT DATE: "1-, '�(�p -p ( COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility JA Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) N I A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within l
300 feet of leaching facility) a 9 1 A Feet
FURNISHED BY CAP+;^W ehE
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No. �G �7' �� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes `1f��
application for Disposal *pstem Construction permit
Application for a Permit to Construct(' ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.60 -Hid, 196A Dr-;✓L Owner's Name,Address,and Tel.No.
Assessor'sMap/Parcel C---n.4,Ud ) q 3 �DLijcl,jY
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
0?4e,. -3- 0—c - (�.�J-n (✓`aQ�QeI Ate,— 00W" 4&* �n�ii�,Gtr�vl ad.nt..
t'o 939 EV
Type of Building: \ �
Dwelling No.of Bedrooms 3Lot Size ' 1070 sq.ft. Garbage Grinder( )
Other Type of Building A.., W00j,— No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ,i3o gpd Design flow provided &419 gpd
Plan Date 4�7 &?,o`Q,J;— Number of sheets J Revision Date
Title r i'
Size of Septic Tank /SOU G Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement: � VA
.
The undersigned agrees to ensure the construction and maintenance of the afore described rs=site sewage di4&/-aA,ystem in 9.4
accordance with the provisions of Title 5 of the Environmen Code and nrt �lacee syste operation until a Certificate of
Compliance has been issued by this Board f Uealth.
Signed Date Jvn+e 6 4201;L
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Q 7" Date Issued
-------------------_ ------_-------------------------------------------------------- --- -�
F. 4S 0,
No.
THE COMMONWEALTH O�FMASSACHUSETTS. Entered in computer:
f
PUBLIC HEALTI-I'DIVISION --TOWN OF BARNSTABLE, MASSACHUSETTS Yes
71c)9
applicationt for Ibisposal 6 stem construction Permit ,
• Application for a Permit to Construe ) Repair ).,,,Vftrade Abandon El Complete System El Individual Components
Location Address or Lot No.6b *14 "f/,W ,445,1 hrc, Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel C,A 4,,v, lq'
Installer's Name,Address,and Tel.No. Designer's Name;Address,and Tel.No.
DOW a--`
Po 516- 31-1)-0 _301 S V,e_*7* i1n.4 cab
Type of Building:
Dwelling No.of Bedrooms 3 1LotSize sq.ft. Garbage Grinder
Other Type of Building Ile", �6U4�_ N of Persons Showers Cafeteria(
Other Fixtures
Design Flow(min.required)
3,3 d gpd Design fl6w proyidedL�, 241.9 gpd
A-7-
Plan Date aA4�', ow Number of sheets, 1,t .,Revision Date
Title J
Size of Septic Tank
pe of&A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
41
Date last inspected: Aloof
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described'otf-si te,sewal),,e;.dipl?E at system in
accordimce with the,,provisions of Title 5 of the Environment Code and not tooplale Wthe system,,mloperation until a Certificate of
Compliance has been issued by this Board of Health.
s.
A, 01/ DateNOvn-e— 8 o2oi;Z-
Signed
-7
roved
Application App ed by: j A
Date,
Application Dis appro"ved by Date
for the following reasons
Permit No. -7 Date Issued &
-----------------------------
------------------------------------------------------------- - - ---
9Z
COMMONWEALTH OF MASSACHUSETTS • U
BARNSTABLE,MASSACHUSETTS Irif
Certificate of Compliance
THIS is TO CERTIFY,that the On-site Sewage Disposal system Constructed(1-11),
Repaired Upgraded
Abandoned by at 60 has been constructed in accordance
to
with the provisions of Title 5 and the for Disposal System Construction Permit dated 11-2
; / -' 1
Installer f e�� 6, 7_;�, &-q-UAAJ�Gk( Designer 1 4
#bedrooms 3 s Approved design flow gpd
The issuance of this t shall not qe construed as a guarantee that the systeniwill furic designed.
Date PZ80-11 Inspecto
-------------- -------------- ---------- -
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N —�o t-1 �—(6 Fee
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THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
-
.7 �7- L-stem Qtonsi:ri trmttA 4
U rti6n�
Permission is hereby granted to Construct(P-) Repair Upgrade Abandon
System located at 4,)�7 let
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.yn
7-7
Date Approved by
14glis
ofIHME r Town of Barnstable Barnstable
Board of Health All-AmedcaQW
• BARN STABLE,
9 MASS. �+ 200 Main Street,Hyannis MA 02601
�p 039•
rEo µAS°i 2007
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
Junichi Sawayanagi
December 9, 2015
Mr. Daniel Ojala
Down Cape Engineering
939 Main Street, Route 6A
Yarmouth Port, MA 02675
Re Ncc.�n r 6® 9-16# /J60AJ
RE: 637 and 655 Shootflying Hill Road, Centerville MA A= 193-215 and 216
Dear Mr. Ojala,
You are granted variances, on behalf of your client, Estate of David Goldman, to
construct'an onsite sewage disposal system at 637 and 655 Shootflying Hill
Road, Centerville, Massachusetts.
The variances granted are as follows:
310 CMR 15.211, State Envioronmental Code: To provide a reserve.area for the soil .
absorption system which will be located a minimum of seven feet
away from the front property line, in lieu of the minimum 10 feet
separation distance required.
Section 360-1, Town of Barnstable Code: To construct a soil absorption system will
be located a minimum of ninety feet away from the edge of a
wetland, in lieu of the minimum 100 feet separation distance
required.
The variances are granted with the following conditions:
(1) The engineering plan shall be revised to show the soil absorption system
a minimum of twenty-five (25) feet away from any catch basins.
(2) No more than three (3) bedrooms maximum 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.
Q:\WPFILES\Oj alaGoldman637&655 ShootflyingHillRoadV ariances2015.doc
(3) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds
restricting the property to three (3) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(4) The system shall be installed in strict accordance with the revised
engineering plans, in compliance with condition #1 above.
(5) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the revised
plans.
These variances are granted because the physical constraints at the site
severely restrict the location,of the soil absorption system due to its close
proximity to wetlands.
Sincer yours,
Wayne ler, M.D.
Chairma
QAWPFILES\OjalaGoldman637&655 ShootflyingHiIIIRoadVariances2015.doe
Pk 3062 1 FPS 1 16 034612
07-d-11-2017 & 12 d 50sa
DEED RESTRICTION C-7
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CD
.WHEREAS, J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust u/d/t JangAry 28,
1994 and registered with the Barnstable County Registry of Deeds Land Court as Docu-ent No.
605,915, with a mailing address of Drawer W,Hyannis, MA 02601 is the owner of 60 High
Noon Drive, Centerville, MA, and being shown as LOTS A2 and A3 on a plan entitled e5lan of
Land in Centerville, (Barnstable) MA on HIGH NOON DRIVE Prepared for Estates of David
and Joanne Goldman dated August 8, 2012"and recorded with Barnstable County Registry of
Deeds in Plan Book 648, Page 8.
WHEREAS, J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust as the owner of
said lots has 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 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-condition to granting a disposal
works construction permit,for a septic system in compliance with 310 CMR 15.000 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 said document.
NOW, THEREFORE, J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust does
hereby place the following restriction on his above-referenced land in accordance with his
agreement with the Town of Barnstable Board of Health, which restriction shall run with the land
and be binding upon all successors it title:
1. 60 High Noon Drive may have constructed upon the lot a house containing no more than
three(3) bedrooms. J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust agrees that
this shall be permanent deed restriction affecting LOTS A2 and A3 located on 60 High Noon
Drive, Centerville, MA, and being shown on the plan recorded in Plan Book 648, Page 8.
For title see deed recorded in Book 29385, Page 245.
a
• 1 t
Executed as a sealed instrument this day of Jul , 2017.
Cape Commerce Nominee Trust
BY: �J
J. B ce MacQregor, Trustee
COMMONWEALTH OF MASSACHUSETTS
Barnstable,ss l�-�`( ,2017
Then personally appeared before me, the undersigned notary public, the above-named J. Bruce
Macgregor, Trustee of Cape Commerce Nominee Trust who is known by me and to me known to
be, the person whose name is signed on the preceding or attached document, and acknowledged to
me that he signed it voluntarily for its stated purp se, and who swore or affirmed to me that the
.contents of the document are true and accurate to the best of his knowledge and belief.
.f ro i►�'. .r Y• ..
Notary Public
My commission expires: '_ ®
LcAommewlalth
ANCY DOWNER
Notary Public
of Mops
hw Ilohmhrr 2,IOm
BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register
�—2g c
Town of Barnstable
y�q WE Td�
P o� Regulatory Se rviceq
t .BARNSTAD , t Thomas lea Geiler,DirectorRom. �, Public blic Health Division
�p i63g. `0
AP�O�p.�k Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: M8-862-4644 Fax; 508-790-6304
Installer&Designer Cerarventiog ri orm
)(Date: �2� t� Sewage Permit## 2,017 2 q n Assessor's leap\Parcel P 01-4
Designer: N—VV 1 tNMNCI I 1 sta➢➢er:
Address: -q�q td AiN 4C 6Q Ion Address: 53
On 7. 2 to- 1.1 CA f aoA< G }c f pr1`5 S was issued a pern-dt to install a
(date) (installer)
septic system at 06H Woo MR.
)u e based on a design drawn by
ess)
LS dated 'L{- I ci Zo 1�
(design )
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.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or W-Ly 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.
%JJ OF M,4$,�
DA 1Et A.
(T staller's Sign ). o IVIA
Cfilll_ �
No.46502
'SrV.�'�� 4
(Designer's Signature) (Affix Designer's Stamp Here);
PLEASE RETURN TO BARNSTABL E PUBLIC BE,ALTH IDMSION. CEIIT]I7FTCAT E OF
CC1VI9'Llf NCE WILL NOT BE ISSI7lGID UNTIL BOTH TE(IS FORM AND AS-BUILT CARD ARE
RE10EI i D 13Y TH7E BAItNSTABI;IE PUBLIC HEALTH.flDgvrSION. THANK YOU. '
I
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Q:I-IeattWeptic/Designer Certification Forma-26-04.doe s
Crocker, Sharon
From: Crocker, Sharon
Sent: Friday,June 23, 2017 4:00 PM
To: HeathDeptMailbox '
Subject: 60 High Noon-Drive, Cent
Doug Lebel, 508-776-3600,will be in next week with a deed restriction and $100 for septic permit. His permit
application and plans is in the ".Holding Tank".
The stre&-file`will-be on counter across from Vanessa B.
Thank you.
Sharon
Sp -
1
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CF SME Tpw �� I" 1
DATE
FEE: 9
Mass.16;9. REC. BY
10
�EDNIp'IA Town of Barnstable
SCHED. DATE:��7�
Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Junichi Sawayanagi
y Paul J.Canniff,D.M.D.
r VARIANCE REQUEST FORM
LOCATION
Property Address:
Assessor's Map and Parcel Number: Q '> / a 15 t—2.(G Sze of Lot: 'l -r-T—'
Wetlands Within 300 Ft. Yes X Business Name:
No Subdivision Name:
APPLICANT'S NAME: Phone
Did the owner of the property authorize you to represent him or her? Yes No
PROPERTY OWNER'S NAME• CONTACT PERSON &1P`
Name: E5 f OF �Dr./►o Name:
Address: 6a A —�y_ c� 0n�.n►b w► SP Address: '331
pK ('a-00 1c -1'00* fAi yv not ;N4 d 26-4%Phone: �J 0��'3�2- q S*l
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
4,ft ATTAt Akin g
NATURE OF WORK: House Add' ion ❑ House Renovation ❑ Repair of Failed Septic System ❑
w *%O-Li
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)
Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian
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 (for Title
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/lessee 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 Junichi Sawayanagi
REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D.
C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet
Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC
COMPLETEeN COMPLETE THIS SECTION
■ Complete items 1,2,;and 3,Also complete A Si re
item 4 if.Restricted belivery is desired. ❑Agent
■ Print your name and 6ddress on the reverse ❑Addressee
so that we can return the card to you. B. Received b (Printed Name) C. Date of livery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address different from item 1? es
1. Article Addressed to: If YES,enter delivery address below: ❑No
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3. Se ice Type
ertified Mail® ❑Priority Mail Express""
Registered ❑Return Receipt for Merchandise
❑Insured Mail ❑Collect on Delivery
� 4. Restricted Delivery?(Extra Fee) p Yes
2. Article Num er f O'51'01 000110361j 8670 j Rc off
(1-ransferfrom service labeO I' 0 0
i
PS Form 3811,July 2013 Domestic Return Receipt
COMPLETESENDER: COMPLETE THIS SECTION 1 ON DELIVERY
■ Complete items 1,2,and 3.Also complete At Siqpa e
item 4 if Restricted Delivery is desired. ❑Agent
■ Print your name and address on the reverse ❑Addressee
so that we can return the card,to you. B. R eived by(P nted Name) C. pate o ivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery a �sdifs -Yes etf
1. A icle Adf ressed to: If YES,enter_deli_very address below: ❑No
�el
3. Service Type
✓� I��I ❑Certified Mail® ❑Priority Mail Express'"
r ❑Registered ❑Return Receipt for Merchandise
❑ Insured Mail ❑Collect on Delivery
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2. Article Number _ , L;'1P 0001 0361 8663 h�r^�a�
(Transfer from service labeg
4 PS Form 3811,July 2013 Domestic Return Receipt
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14 t�x
UNITED SLATES.F' aLSERVICE -Class Mail
"�qttp
First
Postage&Fees Paid
USPS
,PVV73 -L Permit No.G-10
• Sender: Please print your name, address, and ZIP+4®in this box•
Down Cape Engineering, Inc,
939 Main Street, Suite C
Yarmouth Port, MA 02675
SENDERi,COMPLETE T141S SECTION • • • DELIVERY
■ Complete items 1,2,and 3.Also complete A. rvi�
item 4 if Restricted Delivery is desired. gent
■ Print your name and address on the reverse 'Addressee I
so that we can return the card to you. R eived by(Printed Name) C.,D to o De' ery
■ Attach this card to the back of the mailpiece, !a
or on the front if space permits.
D. Is delivery address different from item 11 ❑ es
1. Article Addressid to: If YES,enter delivery address below: ❑No
ov-
3. Service Type
O Certified Mail® ❑Priority Mail Express'
Registered ❑Return Receipt for Merchandise
O Insured Mail ❑Collect on Delivery
4. Restricted Delivery?(Extra Fee) ❑Yes
2.. Number �M Cr
(Transfer from service label) 7 614 0 510 0 0 01 0 361 86 9 4 ab w
PS Form 3811,July 2013 Domestic Return Receipt
UNITED SfATES" First-Class Mail
CT X I Postage&Fees Paid
USPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4®in this box*
Down Cape Engineering, Inc.
939 Main Street, Suite C
Yarmouth Port, MA 02675
COMPLETE •N 1 COMPLETE THIS SECTIONON DELIVERY,
■ Complete items 1,2,and 3.Also'complet� A. Sig unpr
item 4 if Restricted Delivery is desired. �❑Agent
■ Print your name and address on the reverse X ❑Addressee
so that we can return the card to you. B. deceived by(Prji't d Name) C. Date o Delivery
■ Attach this card to the back of the mailpiece, C�. /a / iLf/�
or on.the front if space permits. I
D. Is delivery address different from_item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: No
w Estate of David Goldman
c%o Jeffrey Oppenheim SP Exe
156 Locust Street 3. S ice Type
Falmouth, MA 02540 Certified Mail® ElPriority Mail Eb(press'° I
Registered ❑Return Receipt for Merchandise
❑`Insured Mail ❑Collect on Delivery
4. Nstricted Delivery?(Extra Fee) ❑Yes
(Transfer from servicelabeo1 s€ `011` 0 pi0 32;55 4855:
PS Form 3811,July 2013 Domestic Return Receipt
UNITED STATESRQ$T -Class Mail
ALI'.-SIRfW-IC First
Postage&Fees Paid
USPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4®in this box*
Down Cape Engineering, Inc.
939 Main Street, Suite C
Yarmouth Port, MA 02675
id i 1 i
). SENDER:COMPLETE THIS SECTION COMPLETE THIS'SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. X `fA ❑Agent
■ Print your name and address on the reverse t1Ti� 1.S ❑Addressee y
so that we can return the card to you. B. Received by(Printed Name) C. Date of Dej.ary '
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address differen item 1? ❑Yes
1. Article Addressed to:
If YES enter add`delivery ress belo ❑No
1
/�/� A 3. Service Ty
bo re /" t/� ertified Mail® ❑Priority Mail Express'"
❑Registered O Return Receipt for Merchandise
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91' 6 3 4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number r
(Transfer from service label) 7 014# 0 510 1 01 0 3 6], 8'6 8 7
PS Form 3811,July 2013 Domestic Return Receipt
0
UNITED STATES POSTAL SERVICEFirst-.etas M :
aid
• Sender: Please print your name, address, ; I his box•
� I
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Down Cape Engineering, Inc.
I
939 Main Street, Suite C I
I Yarmouth Port, MA 02675
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OPPENHEIM & NICKERSON LLP
Attorneys at Law
Jeffrey W. Oppenheim Geoffrey S.Nickerson
jwo@onllplaw.com gsn@onllplaw.com
November 11, 2015
Daniel A. Ojala, PE, PLS
Down Cape Engineering, Inc.
939 Main Street
Yarmouthport, MA 02675
Re: Lots A2 and A3 High Noon Drive, Centerville, MA
��1�"-�t�C� I�t t,c� 2►� 1 �
Dear Dan: /
I hereby authorize you to file for variances with the Barnstable Board of Health
for the above lots.
Please call me if you have any questions.
Very truly vours, �J�
Nq
Jeffr pp nheim, Adristrator
Esta f vi Goldman
508-548-8255 156 Locust Street,Falmouth,Massachusetts 02540 www.onllplaw.com
RESIDENTIAL NO3-N LOADING
#637 & #655 SHOOTFLYING HILL ROAD, CENTERVILLE PROPOSED
TOWN Average Occupancy = 2.3 ppl/unit
Bedrooms 3 ASSUMED VALUES
Units 1
Impervious Recharge Rate = 40 in/yr
Title V Wastewater Flow = 330.0 gpd Roof Runoff Concentration = 0.75 mg/L
Actual Wastewater Flow = 126.5 gpd Road Runoff Concentration = 1.50 mg/L
Lawn Nitrogen Leaching 25 %
Total Land Area = 158484 ft2 Wastewater Concentration = 35 mg/L
Paved Area = 680 ft2 Average Lawn Size = 5000 ft2
Roof Area = 2540 ft2 Recharge Rate = 18 in/yr
Lawn Area = 10500 ft2 Fertilizer Application Rate 3 lbs/1000ft2
Natural Area = 144764 ft2
CALCULATIONS
Actual Wastewater Loading 16758.09 mg Actual Wastewater Recharge 478.80 liters
Title V Wastewater Loading 43716.75 mg Title V Wastewater Recharge 1249.05 liters
Total Impervious Loading 756.49 mg
Ro-of Loading 492.69 mg Roof Recharge 656.92 liters
Paved Loading 263.80 mg Paved Recharge 175.87 liters
Lawn Loading 9795.21 mg Natural Area Recharge 18070.18 liters
Actual Total Loading 27309.79 mg Actual Total Recharge 19381.77 liters
Title V Total Loading 54268.45 mg Title V Total Recharge 20152.02 liters
TITLE V NITROGEN LOADING CONCENTRATION = 2.69 ppm
ACTUAL NITROGEN LOADING CONCENTRATION = 1.41 ppm
Mean = 2.05 ppm
Actual loading 9.97 kg/yr
Title 5 loading 19.81 kg/yr Mean= F 14.89 kg/yr
32.8 lbs/yr
58 A
60
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LOWER LEVEL FLOOR PLAN FF AREA = 1,189 GSF•
SCALE: 3/32" = I'-0"
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Ty
HIGH NOON DRIVE
9/18/15 Steven C. Hayes, Architect Note: C:\Projects Aruba\2015\I516 Lebel High Noon\I516PIan
15 Bay State Cour!•P.O.Hoa 821 Small format drnwhige are often used for pre checr urposes.
Brewster, Massachusetts 02631 (508) 240-1411 Drawings may not stele u indicated. E7nal Puuu' ^�'be provided fa stelae shown.
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= GARAGE = 104 SF
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EXISTING GAS TIC SYSTEM
Town of Barnstable Geographic Information System November 23,2015
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DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:193 Parcel:216 - Board of Health Selected Parcel
boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters no set distance and the properties located
1"=100'may not meet established map accuracy standards. The parcel lines on this map YP P P 1 IE
are only graphic representations of Assessor's tax parcels. They are not true property across the street. _ Abutters -
boundaries and do not represent accurate relationships to physical features on the map
such as building locations. Buffer -101!z
Town of Barnstable Geographic Information System November 23, 2015
.a 19305b,193056. 193021 193031 1930
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193065 ' 192207 193229 #697
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191090 9 #197 #25 192208 #33X 192211 192020
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DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:193 Parcel:215 Board of Health Selected Parcel
boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located
1"=100'may not meet established map accuracy standards. The parcel lines on this map �i�f iF
are only graphic representations of Assessor's tax parcels. They are not true property- across the street. ,. Abutters '
boundaries and do not represent accurate relationships to physical features on the map
such as building locations. - - Buffer ��A
AbutterReport Page 1 of 1
Board of Health Abutter List for Map & Parcel(s): '193216'
Direct abutters(no set distance) and the properties located across the street.
Total Count: 8 ab Close
Map&Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed
CityStateZip
BARNSTABLE, HYANNIS, MA
193007 TOWN OF(MUN) 367 MAIN STREET 02601 1410/614
193075 JENNINGS,JOSEPH 92 WALNUT STREET MIDDLEBORO, 25473/26
MA 02346
193076 GRIER, EVAN S 9 JOHNSON LANE CENTERVILLE, 27739/50
MA 02632
193215 GOLDMAN, DAVID C/O JEFFREY W 156 LOCUST FALMOUTH, MA 24824/228
ESTATE OF OPPENHEIM SP EXE STREET 02540
193216 GOLDMAN, DAVID C/O JEFFREY W 156 LOCUST FALMOUTH, MA 24824/228
ESTATE OF OPPENHEIM SP EXE STREET 02540
193224 MORSE,GUY L III& 40 HIGH NOON CENTERVILLE, 6092/200
JANICE A DRIVE MA 02632
CASTIELLO, 525 OVERLAND ORANGE,CT
193226 THOMAS& DRIVE 06477 5347/266
FRANCES
193227 DELANEY, MARK A& 53 HIGH NOON CENTERVILLE, 16208/106
LAURA L DRIVE MA 02632
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is
required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database
as of 11/23/2015.
http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 11/23/2015
AbutterReport Page 1 of 1
Adjacent (Please choose abutter list type) Abutter List for Map &
Parcel(s): '193216'
Default buffer of parcels adjacent to the selected parcel
Total Count: 4 Close
Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed
CityStateZip
193007 BARNSTABLE, 367 MAIN STREET HYANNIS, MA
TOWN OF(MUN) 02601 1410/614
193215 GOLDMAN, DAVID C/O JEFFREY W 156 LOCUST FALMOUTH, MA 24824/228
ESTATE OF OPPENHEIM SP EXE STREET 02540
193216 GOLDMAN, DAVID C/O JEFFREY W 156 LOCUST FALMOUTH, MA 24824/228
ESTATE OF OPPENHEIM SP EXE STREET 02540
193224 MORSE,GUY L III& 40 HIGH NOON CENTERVILLE, 6092/200
JANICE A DRIVE MA 02632
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is
required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database
as of 11/23/2015.
http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=default 11/23/2015
tel. (508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675
down cape engineering, inc
land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S.
surveys
November 23, 2015 Arne H.Ojala,P.E.,P.L.S.
Andrew R.Garulay,R.L.A.
structural design Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
site planning
Re: #s 637 and 655 Shootflying Hill Road,Centerville
sewage system designs Dear Board Members:
Enclosed is a variance filing request for the above-referenced vacant site. On behalf of our
inspections client,we are requesting a variance under Town of Barnstable Health Regulations Chapter
360-1: Reduction in setback,septic tank to the wetland (100'to 89.2')and under Title 5 310
CMR 15.211(1): reduction in setback, leaching facility to catch basins(25'to 9')due to site
permits restrictions.
ndscape The applicant is proposing a 3 bedroom dwelling with attached garage. Due to the fact that
architecturethe proposed construction is within 100'of a wetland,the project does require formal
approval from the Conservation Commission. That hearing is scheduled for December 1st
The project does not require a filing with the Board of Appeals.
The site consists oft lots,which will be formally combined in the near future. Total area of
the combined lots is 3.6 acres, of which 1.2 acres is an isolated wetland centrally located on
these lots. The wetland was formally flagged by Hamlyn Consulting. The dwelling is sited
as far from the wetland as possible,while still holding the required front zoning setback.
t Given Conservation Commission regulation requirements,the house at its widest is 22'.
r The 3 bedroom septic system and the 100%reserve are a minimum of 100'to the wetland.
A 40 mil liner is proposed at 5'off the leaching facility to mitigate any chance of effluent
reaching the catch basins within the drainage easement. A liner is also proposed to
mitigate against breakout. The house and septic system have been designed to work with
the existing slopes; minimal re-grading is proposed for the site.
In that the site does not lie within a Zone II,the area is served by town water,the
(combined) lots contain 2.4 acres of upland (3.6 acres total),the septic tank is water-tight,
the leaching facility is 100'to the wetland and its base is more than 23'above groundwater,
we feel that by granting these variances,the same degree of environmental protection can
be attained without the need for strict adherence to the Title 5 and Town of Barnstable
Regulations.
Very truly yours,
Daniel A. Ojala, PE, PLS
Down Cape Engineering, Inc.
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675
down cape engineering, inc
land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S.
surveys Arne H.Ojala,P.E.,P.L.S.
Andrew R.Garulay,R.L.A.
structural design November 23, 2015
site planning
Dear Abutter:
sewage system
designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a
request for variances from the Town of Barnstable Board of Health Regulations and Title 5
Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system
inspections (associated with a proposed 3 bedroom dwelling) at#s 637 and 655 (combined lots)
Shootflying Hill Road,Centerville. The variances requested are as follows:
permits Variance from 310 CMR 15.211(1): reduction in setback, leach facility to drainage catch
basins(25'to 9')
landscape
architecture Under Town of Barnstable Chapter 360-1: Reduction in setback, septic tank to wetland
(100'to 89.2').
Said hearing will be held in the Hearing Room 300,South Street, Hyannis, December 8,
2015 at 3:00 pm. Plans and the application describing the proposed activity are on file at
the Board of Health office, 200 Main Street, Hyannis. It Is recom
mended to ch
eck with the
Health Department to confirm date and time if you are interested in attending.
Sincerely,
—�—j e ,. ,
Daniel A.Ojala, PE, PLS
Down Cape Engineering, Inc.
cc:Abutters
file
Barnstable Board of Health
1 .
Bk 30621 P9 i 16 111r34612
07-11-2017 a 12 e 50o
DEED RESTRICTION :
WHEREAS, J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust u/d/t January 28,
1994 and registered with the Barnstable County Registry of Deeds Land Court as DocujAient No.
605,915, with a mailing address of Drawer W,Hyannis, MA 02601 is the owner of 60 High
Noon Drive, Centerville, MA, and being shown as LOTS A2 and A3 on a plan entitled 5fian of
Land in Centerville, (Barnstable) MA on HIGH NOON DRIVE Prepared for Estates of David
and Joanne Goldman dated August 8, 2012"and recorded with Barnstable County Registry of
Deeds in Plan Book 648, Page 8.
WHEREAS, J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust as the owner of
said lots has 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 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-condition to granting a disposal
works construction permit for a septic system in compliance with 310 CMR 15.000 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 said document.
NOW, THEREFORE, J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust does
hereby place the following restriction on his above-referenced land in accordance with his
agreement with the Town of Barnstable Board.of Health, which restriction shall run with the land
and be binding upon all successors it title:
1. 60 High Noon Drive may have constructed upon the lot a house containing no more than
three (3) bedrooms. J. Bruce Macgregor, Trustee of Cape Commerce Nominee Trust agrees that
this shall be permanent deed restriction affecting LOTS A2 and A3 located on 60 High Noon
Drive, Centerville, MA, and being shown on the plan recorded in Plan Book 648, Page 8.
For title see deed recorded in Book 29385;Page 245.
d
Executed as a sealed instrument this I day of JV/ , 2017.
Cape Commerce Nominee Trust
1
BY:
J. B ce MacQregor, Trustee
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss W y ,2017
Then personally appeared before me, the undersigned notary public, the above-named J. Bruce
Macgregor, Trustee of Cape Commerce Nominee Trust who is known by me and to me known to
be, the person whose name is signed on the preceding or attached document, and acknowledged to
me that he signed it voluntarily for its stated pure se, and who swore or affirmed to me that the
contents of the document are true and accurate to the best of his knowledge and belief.
h A ,
Notary Public
My commission expires:
NANCY DOWNER "
NotaryrPualir
Commonwalur of MISMfteette
.. Ifabrf011 Int!Nowmeer 2,Ztlb
BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register
-2
�pIHEl Town of Barnstable Barnstable
Board of Health
naRNsrael.E, MA 02601
v Mass. $ 200 Main Street,Hyannis
i639'
PrF0 µAl 2007
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
Junichi Sawayanagi
December 9, 2015
Mr. Daniel O}ala
Down Cape Engineering
939 Main Street, Route 6A.
Yarmouth Port, MA 02675
'PW-AJu r4I3erQ',0 (a g I C,# /UeI-IAl
RE: 637 and 655 Shootflying Hill Road, Centerville MA A= 193-215 and 216
Dear Mr. Ojala,
You are granted variances, on behalf of your client, Estate of David Goldman, to
construct an onsite sewage disposal system at 637 and 655 Shootflying Hill
Road, Centerville, Massachusetts.
The variances granted are as follows:
310 CMR 15.211, State Envioronmental Code: To provide a reserve area for the soil
absorption system which will be located a minimum of seven feet
away from the front property line, in lieu of the minimum 10 feet
separation distance required.
Section 360-1, Town of Barnstable Code: To construct a soil absorption system will
be located a minimum of ninety feet away from the edge of a
wetland, in lieu of the minimum 100 feet separation distance
required.
The variances are granted with the following conditions:
(1) The engineering plan shall be revised to show the soil absorption system
a minimum of twenty-five (25) feet away from any catch basins.
(2) No more than three (3) bedrooms maximum 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.
Q:\WPFILES\OjalaGoldman637&655 ShootflyingHillRoadV ariances2015.doc
(3) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds
restricting the property to three (3) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(4) The system shall be installed in strict accordance with the revised
engineering plans, in compliance with condition #1 above.
(5) The designing engineer shall supervise the construction of the onsite
sewage disposal system and*shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the revised
plans.
These variances are granted because the physical constraints at the site
severely restrict the location of the soil absorption system due to its close
proximity to wetlands.
Sincer yours,
Wayne Iler, M.D.
Chairm
Q:\WPFILES\Oj alaGoldman637&655ShootflyingHilllRoadVariances2015.doc
LEGEND ALL SYSTEM COMPONENTS SHALL BE SYSTEM DESIGN.
SiSTEIVI PROFILE MARKED WITH MAGNETIC TAPE OR o
99 - EXISTING CONTOUR COMPARABLE MEANS FOR FUTURE LOCATION. TEST HOLE LOGS.
(NOT To SCALE)
GARBAGE DISPOSER IS NOT ALLOWED
X 99•1 EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE /
\// o\ TOP FOUND. EL. 72.6' FILTER FABRIC OVER STONE EXISTING 3 BEDROOM DWELLING ENGINEER: DANIEL A. OJALA PE, PLS, SE Ook Street
-[99]- PROPOSED CONTOUR
67.0' MINIMUM .7 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 66.0'
198.4] PROPOSED SPOT EL. PRECAST H-20 - DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
BLOCKS OR TRACTOR: ELLIS BROS CONST. ponds Three P o us
RISERS (TYP.) NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS USE A 330 GPD DESIGN FLOW �a ui
TH1 MORTAR ALL 10-22-2010
2'0 4"OSCH40 PVC COMPONENTS , DATE: s
TEST HOLE «: PIPES LEVEL 1ST 2' 4, INVERT IN s2.2o PERC. RATE _ 9 Wequaquet
(n'P•) 4' < 2 MIN/INCH IN C2/C3 �. ��a Lake
65.2 63.99' ENDSe SIDES 63.20' SEPTIC TANK: 330 GPD (2) = 660
SLOPE OF GROUND �* 10" 14" '`'`
°�° ° ° o C
2' 64.17' TEE T E TEE , :. . .; > ° ° ° �®®® ®®®®
GAS 63.92 ° ° ° ° ° ° s" MIN. SUMP gog°goo° ®® ® ®®® ® ®L ® ®® ;°o°o° USE A 1500 GAL. SEPTIC TANK DUAL COMP. S/T (925/500 SPLIT) CLASS SOILS o
925 GAL °g°o°g°a°o°o >°g°g°g°g F IJL_I L-J LJ PJ�® L�I®® '°°°°�". c ° °UTILITY POLE GAS BAFFLE ° ° ° 12" MIN. INT. DIM. ci °°°°°°° ®® ® ®®® ® ® ® ���111PJ °°° °°°S 62.6' BAFFLE >g°g°g°gg ®®®®®®®®®®® ®®�®®®® ®® ;go°o°.. �'
500 GAL ' 62.65' 62.48 >°g°g°g°g °gggg°°° LEACHING: o o goo
60.2 TH 1 A
FIRE HYDRANT �. 4' LIQ; LEVEL (ACME' R EQUAL) WATERTEST D'BOX ° ° SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD Loke 0�
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING o�S°o°o°o°o°o°o°o°o°g°o°g°g°g°o°g°g°g°o°g°go; FOR LEVELNESS f L , Q °
H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUALopt ` a O
°°°^° " " '�'?'°'°°°°°°°°°°°�°"°"°"°'�°°°° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED F BOTTOM 25 x 12.83 (.74) = 237 GPD 67 O ° °
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' A 0 \l \
COMPACTION. (15.221 [2]) N TOTAL: 472 S.F. 349 GPD LS �,
TEST HOLE LOGS f: ,SDD GAL H-20 N m °
;'i:a . (2_57. SLOPE) DUAL COMP. (5 3% SLOPE) ( 2 % SLOPE) p 1 OYR 3/2 Q 0°
H'-20 H-20 H-20
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6"
z
DANIEL E. GONSALVES, SE #13587 FOUNDATION- 39' SEPTIC TANK 24' D' BOX 13' LEACHING WITH 4' STONE ALL AROUND B
ENGINEER: FACILITY
*THE INSTALLER SHALL VERIFY THE WATER EL 38f LS LOCUS MAP
WITNESS: DONNA MIORANDI, RS LOCATIONS OF ALL UTILITIES AND ALL
DATE: 1/10/14 BUILDING SEWER OUTLETS AND 1 OYR 6/8 ,
SCALE 1"=2000'f
ELEVATIONS PRIOR TO INSTALLING ANY 36 64
PERC. RATE _ < 2 MIN/INCH PORTION OF SEPTIC SYSTEM ASSESSORS MAP 193 PARCEL 215 & 216
� 1 I \ � � I � ( C1
CLASS I SOILS P# 14239 i : \ PERC LS ZONING SUMMARY
MAP 193 PCL 217 \
ELEV. ELEV. BRUCE J MACGREGOR TR \ ` �! \ \ ' �� <5 MIN/IN. 1OYR 7/4
0„ `�/� 72' 0" 4 72' DRAWER W ! \ \ \ �N \ -
ZONING DISTRICT: RC DISTRICT
HYANNIS, MA 02601 \ \ \ 60" C2
A A ' l \ � '� r M/C S MIN. LOT SIZE 87,120 S.F.
° )) 110YR 7/4 MIN. LOT LS LS 1 ' i 1 0 0• \ > l l -1 A TRACE SILT MIN. LOT WIDTH AGE 1 OD'
10YR 3/2 10YR 3/2 \ \ 1 \ l 96„ MIN. FRONT SETBACK 20'
C3 MIN. SIDE SETBACK 110'
15 15 �- _ \ ` � \
B B \ \ \ fl ) M MIN. REAR SETBACK
1 I \ 10YR 7/4 MAX, BUILDING HEIGHT 130'
SL SL0:1 144 15% GRAVEL 55 SITE IS LOCATED WI
10YR 5/8 10YR 5/8 \ ( THIN THE RESOURCE
55" 67.4' 55" 67.4' T&E -T&E• &E J { 1 h \ \ �EW-q PROP. WORK LIMIT LINE OF NO GROUNDWATER ENCOUNTERED PROTECTION OVERLAY DISTRICT
l ' \ \ STAKED WATTLES SILT FENCE BACKED BY
-T&E -T&E \ \ \ SITE IS LOCATED WITHIN THE AQUIFER
t \ \ lI \ EXI 11NG UNDISTI RB / t
TURALJUF ER (T ) COMBINED LOTS • I ' PROTECTION OVERLAY DISTRICT
lAV-
RC1 I \C C �' � � 1\ jr F�c� 1 1 R�MA N) � � �\ 1 1 3.64 AC.f
PE / \N o\ � : \ \ I \ :.I UPLAND = 103,358 S.F.f
I �, WETLAND = 55,126 S.F.f \ OWNER OF RE
M CS M CS ' I EW\13A I CORD
1 ` \ TOTAL AREA - 158,484 S.F.f l ) I Y�, ESTATE OF DAVID GOLDMAN
i1 / I 156 LOCUST STREET
d o
`" O \ \ \ ! 1 ` ` FALMOUTH, MA 02640
10YR 6/3 10YR 6/3 ` t ,
�70 \ \ REFERENCES
120" 62' 120" 62' 12 \ f
2� \ o EW-14A I 1 ' ( DEED BOOK 24824 PAGE 228
NO GROUNDWATER ENCOUNTERED 20�, \ 1 1 /
d PLAN 'BOOK 648 PAGE 8
ELEV. ELEV. \ \ \1 \ �'j -1`- EY,ISt"I UND ST123 D
C ..
4 n ,� H 1 o l \� �� \ E1(V-6 NATU�AL�BUF ER�(T 1 , A'
`V+ ry \ \ NOTE
O E
0" 72 0„ 72 co � '` �ARAG � / '.,� \ � � � Q j / REM IN)
A A r TH2 � :; :•:: 1 ` a\ l 62 -
\� \ \ \ LOTS A 2 AND A-3 ARE 'TO BE COMBINED INTO ONE
LS LS \ \ \ N 1 \ ��\ 1ALL J J ` 1 I ( SINGLE BUILDING LOT.
10YR 4/2 „ 10YR 4/2 NAIL SET `1'\ _ 1 \ 1 WAr \ I ' / l
8 8 TH3 � 1 l \ \ � ` \ ER EL. 38.Ot / � ,.i ' � " EW�1'5A � �� / �1 L'.'
B B \ �fAMOND\ W-7 I EDGE WATER r/,../' J
� f L
SL SL �, UPP ORRTS J
10YR 5/8 10YR 5/8 Q 6'� C�J ` F� G / f / I N o
30 69.5 30 69.5 �' T �- `�� / /' ' I 0 VARIANCES REQUESTED:
0. \ \ �� O EW-g EW 10 /.• /� / / / / / UNDER 310 CMR 15.211(1):
�42� EW-11 REDUCTION IN SETBACK, RESERVE TO LOT LINE 10' TO 7'.
C C r \ O �O \ / UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS:
PERC �' \ > \ J \ \ �TC� \ ---/ / / /� / / (CHAPTER 360-1 REDUCTION IN SETBACK, SEPTIC TANK TO BVW (100' TO
6+l \ \ \ �,� / / 89.2'), REDUCTION IS SETBACK, SAS TO BVW (100' TO 90'), REDUCTION IN
Fo • s ( \ vim' -- �- �-- � � ( / cam'
M CS M CS MAP 193 PCL 226 SETBACK, RESERVE TO LOT LINE (10' TO 7')
THOMAS & PRANCES \ 9L �F 9 < \ \ \ \ EW- � r
CASTIELLO F� \ I 1 �'� 16 �- EXISTING UNDISTUR� / /• r `�
10YR 6/3 10YR 6/3 525 OVERLAND DRIVE \ ` ��� \ ( (i�� \ \ PROVIDE 0 MIL \_ NA RAL,BUFFER- TO _ /' ' / / \
ORANGE, CT 06477 �` \ 1 h \ \ T �2'OF 40 `MIL ( MAP 193 PCL 7
----REMAIN)
LINER AT-15 -OFF ; o ) �52�, i -' �. /J lOG/N OF BARNSTABLE
SAS IN AREA o_ s 367 MAIN STREET
411 airSHOWN. TOP AT
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:: ELEV.�`3.5
132 120 R F BOTTOM
61 62 I AT EL. L
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NO GROUNDWATER ENCOUNTERED ��(TYP�
NOTES ,-• �. �., � \ \ / , ' s _� �
\ � \ Fro f TITLE 5 SITE ,PLAN
0
1. DATUM IS NAVD88 \ \ \ \ / �...� / / � 0 OF
2. MUNICIPAL WATER IS PROPOSED
l
3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. \ O \ \ 5'SINGLE RAIL SPLIT ° �/ ,F f / # ® HIGH NOON DRIVE
E
LOT A-2 Q 64 RAIL FENCE -O-11G L ,/'' f
--WORK-LIMIT LINE / /
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS p -�\� 6'1 AS INDICATED -� �' p / / F.K.A. #637/655 SHOOTFLYING HILL RD
TO BE AASHO H-20 �� / S ° 1 f -62 v / ��O��p� /• / /
5. PIPE JOINTS TO BE MADE WATERTIGHT. �
�� I �� \ - - \� -� a �� _ . -"'Z ' / / CENTERVILLE, A
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 68 (1 / Jl �` Z ( ;
310 CMR 15.000 (TITLE 5.) \ l O• 00 \ p O 'f' \ /
-� ) PREPARED FOR
7. THIS PLAN IS FOR PROPOSED WORK Y - - % x O' �\ \ •• EA MENT
OS K ANY
AND NOT TO - / - SSs \° \\SF l6` // DRAINAGE / o `� ; SUNRISE NOMINEE TRUST
BE USED FOR LOT LINE STAKING OR ANY OTHER ��
PURPOSE. F` \�L sJ / /'' 1 MAP 193 PCL 224 ti
\FTH1A GUY L III & JANICE A IvIORSE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. •'� \�r \ / S• �I� �..,,,_!..._.... •�" /f 40 HIGH NOON DRIVE
- � / � DATE: OCTOBER 30, 2015
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED \\ '� \ / - f ( \ CENTERVILLE MA 02632,,
WITHOUT INSPECTION BY BOARD OF HEALTH AND - • - - �Y 6 \ \ / 1 I ' REVISED: 12-9- 15 (SAS PER BOH, WLL PER CONSCOM)
PERMISSION OBTAINED FROM BOARD OF HEALTH. - - \ �6� ��� 2S, / �� �� �_I-� ) �� / REVISED: 4-19-2017 (DWELLING FOOTPRINT)
--10.--CON-T-RACTOR SHALL-BE-RESPONSIBLE-FOR-C-AL-LING - - / I -�- -ram_. �� � j-
--- -
DIGSAFE (1-888-344-7233) AND VERIFYING THE MAP 193 PCL 227 \ /
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 11� ' �� J Scale: 1"= 20
MARK A & LAURA L DELANEY / ' �� 1 C //
PRIOR TO COMMENCEMENT OF WORK. \ 11 i %� f � �^`�1-Yl
LOT A-3 53 HIGH NOON DRIVE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE CENTERVILLE MA 02632 �\ / �8 �� ' ` �N°FM
'�y � � � �j�i � � 4SH p�•�,�,1s� �, � �- Assoc 0 10 20 30 40 50 FEET
REMOVED 5' BENEATH AND AROUND THE PROPOSED \ - q off 508-362-4541
LEACHING FACILITY. ' \ / ` / s�» ��5 ss °` OANIELA. ti '�
C � I � i� / � DANIEL �G ' �1� qc r N '(HOFM s "
12. GUTTERS AND DOWNSPOUTS ° / \ �/ A. �1n" oo DANIEi_ tiG o OJALA sic sq,
OU S TO BE DIRECTED TO PAVED \ \ �> OJALA N U fax 508-362-9880
l c A. CIVIL DANIELA
I downcope.com
i CJALA o No.46502 / OJALA '•
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. DRIVE Nn.40980 owo C
� •� No. 40960 o F k.� �� CIVIL m ��//
13, LOTS A-2 & A-3 TO BE COMBINED PRIOR TO E v , c � w
,r �Y / \ ` 0A 8 5 O� 'Pow (���• Fssr wy�ti .,u No.46602 . engineering,ope
OCCUPANCY. COMBINATION TO BE INDICATED ON CPP. / l BENCHMARK. �u,�,. '
-- �surtv�'. / GlSTERF civil engineers
14. WETLAND FLAGGED BY HAMLYN CONSULTING c / _- -
/ HYD TAGBOLT / C____/ /cNAL ,,'.`f°
`� s =67.4 NAVD88 t- .tc�l••-) ^--� h. -� . land surveyors
�-y J 939 Main Street ( Rte 6A)
LICE # 15-284 SCALE 1 = 100
/ / DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
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I 2. MUNICIPAL WATER IS PROPDSED - - . �, .. \-- . I _-, _� 1% ..._�' f 1
. . �, 41" ,\64 ____ --- ,-- . % 1�1 I - .(6 ---__�..._� //
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. LOT A-2 4* 0 I \_ \-" �-, - _� . . 11 ---./ .111,L- ? / . / SHOOTFLYING HILL ROAD
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4. DESIGN LOADING FOR ALL I . I . t.�,____ \� I I �p � ... N_ __� _11_1� . , � / ) . : CENTERVILLE MA
TO BE AASHO H-10 � A 1*4w � I \\ 1^1\1 . \ � �\ � � - - -- - - -- - - 1�_� <z? ...O_�* ...--r,*_____1 �, / / N L - I 7 1,
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I 1 5. PIPE,JOINTS TO BE MADE WATERTIGHT. & & A . \ 68 " ,\,� \-/ / ,\,- _/--o ---- __,- -_ \.\ ,/ � ) ) !
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6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH . 0. 0 \ / ____ __1\ '\ .. .,-'**'* . .
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BE USED FOR LOT LINE STAKING OR ANY OTHER . �!/ - \0 ,__�, ... , , - - .
. PURPOSE. I ! . .. � . . / %_� ...._11 GUY L Ill & JANICE A fAORSE . -_ �
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1 8. PIPE FOR SEPTIC SYSTEM TO SCH. .40-4" PVC. .1 . rl- \>� I 0 N11) I -.'t //- � . .
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9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED .. .. . I" 61, 0, f ,-, -) ) . Scale:1'I= 20p �
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% WITHOUT INSPECTION BY B . . �, so, � 0 \ , 'i �_ , y, / ) r") . I � . I "E%�� I !!!111I i.
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PERMISSION OBTAINED FROM BOARD OF HEALTH. . . . . . ,�(\ /L I 0 w _j PROVIDE�,,��V40 MIL ,/,/
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I . . \ / / I /_� �a / __ 0 10 20 30 40 50 FEET .
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \\� \1 / (�)- _-) �6:�n/l / 4-4-444,
\ ,j AREA SHO". TOP AT ELEV. S& tr� 1141 0 I, I i
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DIGSAFE (1-888-344-7233) AND VERIFYING THE \� � 0 1 4 /,- 64.0', BOTTOM AT E�Z60.0'* .. I
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES . . MARK A & LAURA L DELANEY IN/ , C� DANIELL I �
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PRIOR TO COMMENCEMENT OF WORK. Erjot- 53 HIGH NOON DRIVE 4�11 I /_j 1�_ . � � A. I A. �141 -�,.�Ur lm,,qd 8, I
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11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE `10 I CENTERVILLE, MA 02632 \,>\ / / # ,- __/ I/ /I . � ... No.40980 , 4 A - - DANIELA. 1�111 � i
OANIF�. � off 508-362-4541
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AND AROUND THE PROPOSED 0 ,r / 0 P, ,r,,;,! - � fox 508-362-9880 �
REMOVED 5' BENEATH 1%. - / \ ,(/ I, p FSS\0 It \0� ,� QdkA CIVIL Cn .
LEACHING FACILITY. 1. I/ I 114 '4�1� "V ess CIVIL I No.46502 downccpe.com @ I
I � �. `_P�A V E . 0 S LU)R,j No,46a I
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12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO I . . DRIVE G \� - lsre'R LTI . 00WO AloPe e4b
DRYWELLS OR 'ROOF DRIP LINES TO STONE TRENCHES. 0\_ _� /
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.1 13. LOTS A-2 & A-3 TO BE COMBINED PRIOR TO I / / �, BENCHMARK: . � . . . . I civil eng1neerS
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OCCUPANCY. _\ . I Q)X / 61 HYD TAGBOLT . . . - 11, \ 11 � land surveyors
1� '*_5 1 9,39 Main Street ( Rte 6A)
14. WETLAND FLAGGED BY HAMLYN CONSULTING . // /// =67.4 NAVD88 .. 10-3 -1 � . 1___�
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