HomeMy WebLinkAbout0019 WHIDAH WAY - Health 19 Whidah Way, Centerville
A=230 — 192
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'THE
TOWN OF BARNSTABLE
w�T o�y�
OFFICE OF
? BARNSMUL BOARD OF HEALTH
MAO& 0
1639. \gm 367 MAIN STREET
'£0 MAY
HYANNIS, MASS. 02601
May 5, 1999
Christopher Green
41 Pinewood Road
Hyannis, MA 02601
RE: 19 Whidah Way, Centerville
A=230 - 192
Dear Mr. Green:
You are granted permission to construct an onsite sewage disposal system at #19
Whidah Way, Centerville.
This variance is granted with the following conditions:
(1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished
attics, sleeping lofts, and similar type rooms are considered bedrooms
according to the MA Department of Environmental Protection.
(2) The floor plans and septic system plans Vhall be revised to show the number of
bedrooms requested and approved.
These variances are granted because it is the Board's policy to grant variances for the
construction of three (3) bedroom dwellings on lots of 18,000 square feet or greater.
This lot is 25,264 square feet. Also, the proposed septic system meets all of the
provisions of the State Environmental Code, Title V. It is the opinion of this Board that
the construction of one septic system which meets all of the provisions of the State
Environmental Code, should not significantly alter the quality of the groundwater in this
area.
Sincerely yours,
usan G. Ra , R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
green
1 �
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OF1HE?p� DATE:
FEE: ril,r-n ,
• BARNSTABLE, • VL
MASS.�
s6g9. V R CA`—$fist A ♦0
Town of Ba ,•nstable
19 HE .
Board of Epalth
367 Main Street, Hyannis MA 02601 g
Office: 508-790-6265 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
VARIANCE REQUEST FORM
LOCATION
Property Address: 19 Whidah Way , Centerville
Assessor's Map and Parcel Number: 230-1 92 Size of Lot: • 58 acre
Wetlands Within 300 Ft. Yes Subdivision Name:
No x
Business Name:
APPLICANT CONTACT PERSON
Name: Christopher Green Name: same
Address: 41 _pinewood Rd, Hyannis Address:
Phone: 508-778-0118 Phone:
FAX: 5 08-7 7 801 18 FAX:
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
330 Regulation see attached
Checklist(to be completed by office staff-person receiving variance request application)
Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
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 variances 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/lessee 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 Susan G. Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR DISAPPROVAL Ralph A. Murphy,M.D.
Q:/WP/VARIREQ
L
P H 0 T 0 G R A P H Y
April 12, 1999
Re; 19 Whidah Way, Centerville
Dear Sir or Madam,
My name is Chris Green and I am in the process of purchasing the land at
19 Whidah Way in Centerville for the purpose of building a dwelling for my
personal residence. Under the rules of the Town of Barnstable's `330
Regulation' I need a variance from the Board of Health for anything over
one bedroom.
I am writing to notify you that a public hearing has been scheduled for the
Barnstable Board of Health to take action on my request for a variance
from the Town of Barnstable's 330 Regulation for the proposed
construction of a two bedroom dwelling at 19 Whidah Way in Centerville.
As you are an abutter of this property, the Town of Barnstable requires
that you be informed of this action.
Said hearing will be held in the Hearing Room of the Barnstable Town
Office at 367 Main Street, Hyannis, MA on April 27, 1999 (confirm with
the Health Department as hearing dates are subject to change).
Yours sincerely,
Chris Green
cc: Barnstable Board of Health
• 41 PINEWOOD ROAD H Y A N N I S , MA 0 2 6 0 1 5 0 8 - 7 7 8 - 0 1 1 8
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ASSESSOR'S MAP 230
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April 12, 1999
Town of Barnstable Board of Health
re: Septic Variance for 19 Whidah Way, Centerville
Dear Board of Health,
am requesting a variance from the '330 Regulation' for the property located at 19
Whidah Wayin Centerville. This is resent) an unbuilt lot .58 acre in size,presently s e, and is
located within a Zone of Contribution (see attached GIS map). I am in the process of
purchasing this property for the purpose of building a dwelling for my personal
residence (see attached plans).
Under the rules of the 330 Regulation the lot size in conjunction with the location within
a Zone of Contribution limits the property to one bedroom. I would like to have a
variance which will allow me to have up to three bedrooms. Although my current plans
show only one bedroom, I would like to explain my reasons for making this request.
There are five properties abutting 19 Whidah Way that appear to be significant for
comparative analysis on the basis of lot size (less than one acre, see attached
Assessor's Map 230). Of these five properties only one is of a larger size (230-124).
The remaining four are all smaller in size. Of these properties, only one (230-154) has
less than three bedrooms.
Of the above mentioned five properties, all are situated within the same Zone of
Contribution as 19 Whidah Way, although one (230-206) has only a very small
percentage of it's acreage actually within the Zone. In short, 19 Whidah Way is
abutted by four lots of a smaller size within the same Zone of Contribution, and all but
one have three bedrooms. One additional lot (230-124) is marginally larger (.65 acre),
but is still technically less than the .66 acre required for two bedrooms, let alone the
four it actually has.
Aside from a comparative analysis of abutting lots I of course have m own
P Y 9 Y
personal reasons for requesting a variance. First and foremost in anyone's mind when
making such a significant investment is the potential resale value of the property.
Clearly, a one bedroom dwelling would be limited in its value. Two would be better, and
three is desirable to most people.
Resale value aside, however, I look for this dwelling to be a practical solution to my
residential needs now, and in the future. I am a single male, and I need a place to live
and grow. I hope that having a small family will be part of that growth process.
The ability to add bedrooms to this dwelling will likely become quite important to me in
the years to come. Since I don't require the additional income I might generate
through renting rooms, my motivation for adding bedrooms will be fueled by the real
needs of family life. I would like to be able to address those concerns without feeling
forced to move to a new location.
With the changes I anticipate in mind, I have designed a building that will accomodate
limited expansion. Although the floor plan is initially wide open, I have a plan for
creating additional partitions down the road as my life changes. I have also decided
to install a septic system adequate for three bedrooms.
In summation, the property at 19 Whidah Way affords me an opportunity to place
roots within the community of my choice, and with a variance that will allow me to
add bedrooms in the future, I will be able to live there as long as I would like to
knowing that as my familial responsibilities increase, I will have the flexibility to keep
pace with the demands.
Yours sincer,, ,
Chris Green
41 Pinewood Rd, Hyannis
�11'EijIUlillUki EUR rl;ltUU1,A'1'lUN '1'E5'1' AND UbbERVII'l'ly r'Ilb
LOCATION - . � ) !' !►yA>� 5 L �N� NO.
VILLAGE ��N T CD�V!LLB _ _ — DATE
APPLICANT�a_-,E,. I gf2- v�L�r�i��wr G��n . FEE S
ADDRESS TELEPHONE NO.� (Non-refundable )
ENGINEER � _j)gEpc;,E _TELEPHONE NO.�7,y-
DATE SCHEDULED I cG I :� i >>O • o��» . � � �1 /
(Applicant's signa u
• • • •. • • • • • e e • o • oO o 0 o e e o o • •, • e e e • o 0 0 • • • • • • o • • • o • • • O • • • • o 0 0 0 • • • •1• • • o • o • • • o o •.o • • • .'.•
SOIL LOG
SUB-DIVISION NAME DATE TIME
EXPANSION AREA: YES --'NO
X t�NGINEER
TOWN WATER 4 PRIVATE WELL �, j. C,�J,�/L. � BOARD. OF HEALTH
EXCAVATOR
SKETCH: (Street name, etc. ,dimensions of lot, exact location of test holes and
percolation tests, locate wetlands in proximity to test .holes )
I NOTES :
oF
L o, 35
�S, 33�sf
w M
D ,
� � X
;"7 � ,V
PERCOLATION RATE: fz'-- h
PEST HOLE NO: 1. ELEVATION: ,TEST HOLE NO: ELEVATION:
( G
•
• r
3 3
4 4
6 6
8 8
9 9
10 10
11 11
12 12
13 _ _ 13 / No
14 14
15 15
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDi. LEACHING PITS !
LEACHING TRENCHES
1NSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
:DOTE: . ENGINEEIRING , PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
)RIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH
7OPY: RETAINED BY. APPLICANT.
®,i p
� /I � , ter;'► ® �
a �, 1
a e ' e ��
.No. � --_ r Fee Vv
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
� " Yes
a l/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE1 MASSACHUSETTS
01ppYicatiou for � gpoml *pgtem Cow6truction Permit
Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 19 Whi d ah Way Owner's Name,Address and Tel.No.
Christopher Green 778-0118
Assessor'sMap/Parcel 230/192 6,4v.Yd 41 Pinewood Rd, Hyannis
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
I wf)Rn) 1�� i�� � Down Cape !, gineering 362-4541
939 Main Stjarmouth
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 25, 264 sq.ft. Garbage Grinder( )
Other Type of Building Re s1��ial No.of Person Showers( i ) Cafeteria( )
Other Fixtures
Design Flow 330 gallons per day. Calculated daily flow 330 gallons.
Plan Date 4/1 2/9 g Number of sheets 1 Revision Date 4/2 8/9 9
Title i te.,�iand Sewagef°rtPlan Lot 35 Whidah Way
Size of Septic Tank 1 , 500 gal Type of S.A.S. Infiltrator Trench
Description of Soil see p 1 an
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 Certifi-
cate of Compliance has been issued by thi Board of Health.
Signed V_f Date
Applicatjdo Approved byZA;6��, Date -5- 1 2
,111
Application Disapproved for the following reasons .01
Permit No. C/ Z66 Date Issued
N / - �jC p.. Fee Ad
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
_R11BLIC HEALTH DIVISION =TOWN OF BARNSTABLES MASSACHUSETTS
_ Yication for ig ogal gt�� � � �p em Congtructton Permit '
w Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. 19 Whidah Way Owner's Name,Address and Tel.No.
Christopher Green 778-0118
Assessor'sMap/Pazcel 230/192 - d 41 Pinewood Rd, Hyannis-
Installer's r
Installer's Name,Address,and Tel No. Designer's Name,Address and Tel.No.
s Down Cape Engineering 362-4541
l 939 Main St,Yarmou th
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 2 5, 264 sq.ft. Garbage Grinder( )
Other y Type of Building Re sm deri lal No. of Persons ( 1 ) Cafeteria( )
Other Fixtures
Design Flow 330 gallons per day. Calculated daily flow 330 gallons.
Plan Date 4/1 2,199 Number of sheets 1 Revision Date 4/28/99
" Title sitenand sewageRkPlan Lot 35 Whidah Way
Size of Septic Tank 1",500/gal Type of S.A.S. Infiltrator Trench
r Description of Soil see.•plan
Nature of Repairs or Alterations(Answer when applicable) f -
a Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss d b ty�ih Board of Health.
Signed v l Date
=APplication-Approved_by �_R �t/h-'t - - Date
Application Disapproved for the following reasons
r
Permit No. Of Date Issued
r'r
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance G
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( )
Abandoned( )by A P. kyr-)0 I A/ l
at 9 _ / has been constructed in ccordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. _��0 6 dated l 2 9
Installer Designer ) /IV ry A,
The issuance of s permit shalt';l,noott e construed as a guarantee that the sy em will function as.designed.
Date ! Inspector .' ', !t,t �t IAI /x✓1
.d 1 v IV , -11 -0
——————/————————————————————————————————=
No. —2�(D Fee AV, r..---
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Migogal gtem Congtruction Permit
Permission is hereby granted to Construct(✓)Repair( )Upgrade( )Abandon( )
System located at 19 Whidah Way , Centtrville MA 02632
s
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 bejcompleted within three years of the date of this permit. 4 ` Li
Date: Approved b / ,.�
o
�4yoFTHeTo�o TOWN OF`BARNSTABLE
e OFFICE OF
2ABd9TAM : BOARD OF HEALTH
rAsd
0o 1639. ��� 367 MAIN STREET.
FD MAY r'
HYANNIS, MASS.02601
May 5, 1999
Christopher Green
41 Pinewood Road
Hyannis, MA 02601
RE: 19 Whidah Way, Centerville
A=230 - 192
Dear Mr. Green:
You are granted permission to construct an onsite sewage disposal system at #19
Whidah Way, Centerville.
This variance is granted with the following conditions:
(1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished
attics, sleeping lofts, and similar type rooms are considered bedrooms
according to the MA _ Department of Environmental Protection.
(2) The floor plans and septic system plans ;shall be revised to show the number of
bedrooms requested and approved.
These variances are granted because it is the Board's policy to grant variances for the
construction of three (3) bedroom dwellings on lots of 18,000 square feet or greater.
This lot is 25,264 square feet. Also, the proposed septic system meets all of the
provisions of the State Environmental Code, Title V. It is the opinion of this Board that
the construction of one septic system which meets all of the provisions of the State
Environmental Code, should not significantly alter the quality of the groundwater in this
area.
Sincerely yours,
Susan G. Rask, R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
green
TOWN OFBARNST4BL,E
LOCATION WAV SEWAGE # ,
VILLAGE '� f I� ASSESSOR'S MAP & LOT NO
INSTALLER'S NAME&PHONE NO. 141 r gn n Sa; 'S e l rc 1 7 5- �'77fi
SEPTIC TANK CAPACITY A
'1 LEACHING FACILITY: (type)- �G . '`� �'I f r $°(size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: 0-C,9 COMPLIANCE DATE: �Js,-CV
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility ' Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
I
_ `�
i t
vim,
TOWN OF BARNSTABLE
LOCATION ! INh oI, WA SEWAGE #
VILLAGE f v ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. 14( na
j SEPTIC TANK CAPACITY 15C G,a
i
LEACHING FACILrrY: (type)-
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: S- .Cl'1 COMPLIANCE DATE: •/..S•G�
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
rJ
Na
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7
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Crocker, Sharon
From: McKean, Thomas on behalf of Health
Sent: Wednesday, May 19, 2021 4:59 PM
To: Flynn,Judith; Crocker, Sharon
Cc: Stanton, David
Subject: FW: 19 Whidah Way Septic As-built
From: Ruszala, Paul —7-6F6
Sent: Wednesday, May 19, 2021 11:55 AM
To: Health
Cc: CG@CWGreen.com
Subject: 19 Whidah Way Septic As-built
Hi,
I received a call from Chris Green at 19 Whidah Way in Centerville regarding his septic system as-built. He is having
some work done at his home and they have noted that the tie-card is referenced incorrectly, noting the back of the
home where it should be the front of the home. Based on their findings, they noted that septic system is between the
front of the house and Phinney's Lane. I'm not sure what can be done on your end with records as they were prepared
by the licensed installer, but wanted to relay this message over.
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atif"ar P_Lifi d" .Ed ,. tnetkm - v
7=.x a"121TY NAx',w..,�.�.„._.:..:....
Npw,"�Ve-mo*
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tab.a3'x A+Yx4i .bM? %�^«6 L M
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Thanks,
Paul Ruszala, P.E.
Senior Project Manager—Water&CWMP
Barnstable Department of Public Works
382 Falmouth Road - Hyannis, MA 02601
P: 508-790-6400—C: 774-487-6049
paul.ruszala@town.barnstable.ma.us
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�P�OFTHET TOWN OF BARNSTABLE
OFFICE OF
BARIS UL i BOARD OF HEALTH
7 MABg p'
vo i639' 367 MAIN STREET
HYANNIS, MASS. 02601
May 5, 1999
Christopher Green
41 Pinewood Road
Hyannis, MA 02601
RE: 19 Whidah Way, Centerville
A=230 - 192
Dear Mr. Green:
You are granted permission to construct an onsite sewage disposal system at #19
Whidah Way, Centerville.
This variance is granted with the following conditions:
(1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished
attics, sleeping lofts, and similar type rooms are considered bedrooms
according to the MA Department of Environmental Protection.
(2) The floor plans and septic system plans ;shall be revised to show the number of
bedrooms requested and approved.
These variances are granted because it is the Board's policy to grant variances for the
construction of three (3) bedroom dwellings on lots of 18,000 square feet or greater.
This lot is 25,264 square feet. Also, the proposed septic system meets all of the
provisions of the State Environmental Code, Title V. It is the opinion of this Board that
the construction of one septic system which meets all of the provisions of the State
Environmental Code, should not significantly alter the quality of the groundwater in this
area.
Sincerely yours,
Susan G. Rask, R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
green
T.O.F. AT EL. 5 o.s' SEPTIC PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) To ENGINEER; ELDREDGE ENGINEERING CO. INC.
LOCUS
' WITHIN 6" OF FIN. GRADE U. CQNLON
49.0 MINIMUM .75 OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM 49 0 WITNESS I STRAW, HILL RD
3/28/85
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE:
47.5' FOR FIRST 2' < 2 MIN/INCH
PROPOSED 1500 3 MAX. PERC. RATE
GALLON SEPTIC 46.75' 46.0'
CLASS I SOILS P 4342
•' 47.0' TANK (H- 10 ) GAS
.: . . BAFFLE 46.25 �o0 46.09
e ti
4 0 45.5' 2' AT
( - % SLOPE) 6' CRUSHED STONE OR MECHANICAL SIDES
COMPACTION. (15.221 [2)) o00 "V" ELEV. 49 ;1' RTE 2$
DEPTH OF FLOW = 4 0 49.2
( 7 % SLOPE) go 2
TEE SIZES: vo$o; �o
n �0 43.5
- 10„ oF� o0 0 0 o LOAM AND LOAM,
INLET DEPTH -
14" 3 4" TO 1 1 2" DOUBLE WASHED STONE SUBSOIL LOCATION MAP SCALE 1
OUTLET DEPTH / / - SUBSOIL 2 '
47.1
LEACHING 2.5' 46.7
FOUNDATION- 13 SEPTIC TANK 7 D BOX 4 ASSESSORS MAP 230 PARCEL- 192
' ,....; FACILITY CLAY/SAND/
UTILITY „ -
ZONING DISTRICT: RD-1
POLE `` 3' OXIDATION 46 1'
6.4' STRAT. YARD SETBACKS:
So, GAS MED FINE FRONT 30'
VALVE /
SIDE = 10'
R= ,l SAND STRATIFIED
oo SAND, SOME REAR 10
S
G1 LOT 35 FINES, 395/91
PLAN REF. -
�� �p ='' SOME
CATCH BASINS DO NOT.INTERCEPT \V 25,339 SFf I, STONEWALL 7 1+ OXIDATION C
3 NARROW FLOOD ZONE:
GROUNDWATER P AROUND BANDS
N --------- ;
RESERVE PLANTER BANDS
Q�j L------ --�
--' � - I OXIDATION
112 p� NOTE: IF ANY UNSUITABLE SOILS ARE
TH1 G ENCOUNTERED IN AREA OF SEPTIC SYSTEM,
THEY ARE TO BE REMOVED FOR 5' AROUND SM. AMT.
' ILITY -� \ 1 PERIMETER OF SYSTEM, DOWN TO SUITABLE CLAY AT
POLE SOIL. REPLACE WITH CLEAN MED. SAND W'LY EDGE
• OF HOLE. TO -
OP pRIVEwAY - 0 144" 5' 37.2' 144" 37.1'
1 pR
- - NO WATER ENCOUNTERED NOTES
w i
�-� NOT ALLOWED 1 . DATUM IS FROM BARNSTABLE GIS
C S_PTIC DESIGN. (GARBAGE DISPOSER IS )
AVAILABLE
- __� AV L
STONE ONE OP. DWE�-�- I D_SIGN FLOW: �_ BEDROOMS (110 GPD) .�.�0 GPD 2. MUNICIPAL A �K IS
DRIVE � PR _
_ TF = 50.5' ; USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
3t.5' I S=PTIC TANK: 330 GPD (2,) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
N ' _ 1500
g USE A ---- GALLON SEPTIC TANK
-- 6. CONSTRUCTION DETAILS TO BE IN .ACCORDANCE WITH MASS,
LiiACHING` ENVIRONMENTAL CODE TITLE V.
22 \ _ =.
' - 2(38.5 + 7) 2. (.74) = 134.6 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES: USED FOR LOT LINE STAKING.
0 3$.5 x 7 (.74) 199.4 8, PIPE FOR SEPTIC SYSTEM TO SCH.. 40-4" PVC.
p TH2 �� BOTTOM:.
Z m 451 334 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT II
TOTAL. S.F. GPD
22' z INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
F�02 \ USE 6 HIGH CAPACITY INFILTRATORS WITH 2 STONE FROM BOARD OF HEALTH, -
srk r
AT SIDES, 6 AT ENDS AND 14 UNDER
30.1 _ 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS.
O �\
�.
�• � - Y
USE CAUTION IN
c�0 AREA OF GAS LINE
- - LEGEND
SITE �►�_-SE1��' �-�4N
EXIS NG 50' setback ;
100.0 PROPOSED SPOT ELEVATION OF
BARN ref. db 3840 pg. 285
TF-49.66 (to be discontinued)
LOT 35 WHIDAH WAY
10OxO EXISTING SPOT ELEVATION IN THE TOWN OF:
A=87.54
100 PROPOSED CONTOUR (CENTERVILLE) BARNSTABLE
R=50.00 QD - 100 EXISTING CONTOUR
11 -- PREPARES FOR: CHRISTOPHER GREEN
LOTS 1 & 3
,.� 30 0 30 60 90
VARIANCE REQUIRED: TOWN OF BARNSTABLE "330 REGULATION" -' BOARD OF HEALTH
PART VIII, SECTION 8.00): REQUESTING A VARIANCE TO ALLOW - 1 30' APR►L 12 1999
( G MA
A BEDROOM DWELLING ON LESS THAN 2/3 ACRE IN A GP ^APPROVED DATE SCALE: - DATE. - -
DI TRICT REV. 4/28/99 (HSE & # BR)
( i DRAINAGE STRUCTURES DO NOT INTERCEPT
GROUNDWATER off 508-362-4541
' fax 508 362-9880
OF Mgss OF
9C aLIN Mq
down cape engineering, Inc. ARNE H. �G �� fJq
J r oJALA �o�' ARNE
r l H.
CIVIL v 0 ALA y
BENCHMARK CIVIL ENGINEERS No.30792 as34a Q
HYDRANT LAND SURVEYORS '�0��9 /STE����� ���� tERX`� Q� -
TAG BOLT #1601 s� NG °Oar Nosy 2�
ELEV 50.0 - - -
939'*: Hain st. ' armouth, m'a . �5' ", - - -- -
99-065 Y ARN H. OJA, Pam., .S. DATE
T,O.F. AT EL. 50.5' SEPTIC PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) To ENGINEER: ELDREDGE ENGINEERING CO. INC.
' WITHIN 6" OF FIN. GRADE
.,- 49.0 MINIMUM .75' OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 49 0' WITNESS: J. CONLON
3/28/85
47.5 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: "
,. , FOR FIRST 2' < 2 MIN/INCH
PROPosED 1500 \L 3' MAX. PERC. RATE _ � ►
GALLON SEPTIC ;t_4L6.75 46.0' CLASS I SOILS P 4342t�
47.0' TANK (H- 10 ) GAS
BAFFLE 46.25' A � 46.09'
4 0 45.5' 0 2 AT
( % SLOPE) �6" CRUSHED STONE OR MECHANICAL _ SIDES
COMPACTION. (15.221 [2]) 0 1 ELEV. z
DEPTH OF FLOW = 4 ( 7 % SLOPE) 2' 000gZ 0" Q 49.2' 0" Q 49.1
TEE SIZES: 80 80 0 14" o
off$ oo�o og o �0 4 3.5'
INLET DEPTH 10>, LOAM AND LOAM
OUTLET DEPTH = 14 3/4" TO 1 1/2" DOUBLE WASHED STONE SUBSOIL 2' SUBSOIL LOCATION MAP SCALE 1' _ �.-►1-s
47.1'
FOUNDATION- 13' SEPTIC TANK 7' D' BOX 2 LEAC LEACFACI HIT`'NG 2.5' 46.7 CLAY/SAND/ ASSESSORS MAP 230 PARCEL 192
UTILITY ZONING DISTRICT: RD-1
POLE �, 3' OXIDATION 46.1'
�EMEN�r P3 6.4' STRAT, YARD SETBACKS:
OF P P • `Oo',; . GAS MED/FINE FRONT = 30'
VALVE ,
LPN SAND STRATIFIED SIDE = 10
REAR = 10,
��\\ `6 SAND, SOME
\v� ECG 205 339 SFf T 35 R``30 StSTONEWALLSOME FINES, PLAN REF. /
�\ - 395 91
P)XA . 00 D 37.1' NARROW OXIDATION C
AROUND FLOOD ZONE.
�2• �E PLANTER __. BANDS BANDS
NOTE: IF ANY UNSUITABLE SOILS ARE OXIDATION
TH1 G ENCOUNTERED IN AREA OF SEPTIC SYSTEM,
THEY ARE TO BE REMOVED FOR 5' AROUND SM. AMT.
ILITY \ ' PERIMETER OF S(STEM, DOWN TO SUITABLE CLAY AT
POLE � ;M SOIL. REPLACE ViTH CLEAN MED. SAND W'LY EDGE
J \ I
OF .HOLE TO
--- R1v�wp`( IO 144" 5' 37.2' 144" 37.1
4 ---
\ pR�p NO WATER ENCOUNTERED NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED 1 . DATUM IS FROM BARNSTABLE GIS
STONE i ! 2 AVAI!_ABLE
DRIVE EXIST. SHE DESIGN FLOW: __ BEDROOMS (110 GPD) = 220 GPD 2. MUNICIPAL WATER IS
TO BE MOVED \ USE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
D SEPTIC TANK: 220 GPD (2 ) - 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
N = 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING: ENVIRONMENTAL CODE TITLE V.ST r DES 2(38.5 + 7) 2 (.74) = 134.6 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES: USED FOR LOT LINE STAKING.
PROP. DWELL. >J -{ 38.5 x 7 (.74) = 199.4
v BOTTOM: 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TF = 50.5' TH 2 ; c
16 36' s TOTAL: 451 S.F. 334 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
Ff� W Ire USE 6 HIGH CAPACITY INFILTRATORS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
6
srK Er 1 _ ' z FROM BOARD OF HEALTH.
__
v' 30.1 AT SIDES, 6" AT ENDS AND 14" UNDER
0
10. PUMP & REMOVE (0R FILL W/CLEAN SAND) EXISTING CESSPO
OLS.
USE CAUTION IN
50 O ' AREA OF GAS LINE
- - -o�. 0)
LEGEND
a
SITE AND SEWAGE PLAN
EXS 50 setback \1*0 m
Bp,RN ref. db 3840 pg. 285 100.0 PROPOSED SPOT ELEVATION OF
4g66' (to be discontinued) LOT 35 WHIDAH WAY
100x0 EXISTING SPOT ELEVATION
i IN THE TOWN OF:
A=87.54'
100 PROPOSED CONTOUR CENTERVILLE)1 BARNSTABLE
;'U
R=50.00 ;gyp f EXISTING CONTOUR
100
PREPARED FOR:
'd- CHRISTOPHER GREEN
11
LOTS 1 & 3
30 0 30 60 90
VARIANCE �, ", r
REQUIRED: TOWN F AR Q D• 0 0 BARNSTABLE 3301REGULATION
BOARD OF HEALTH
(PART VIII, SECTION 8.00): REQUESTING A VARIANCE TO ALLOW it G 1" = 30' APRIL 12, 1999
A 2 BEDROOM DWELLING ON LESS THAN 2/3 ACRE IN A GIP ` MA SCALE: DATE:
DISTRICT APPROVED DATE
DRAINAGE STRUCTURES DO NOT INTERCEPT
GROUNDWATER
off 508-362-4541
fax 508 362-9880
r, I `�N OF Mqs
down cape engineering, ine. of MqJ ��� s9c�
o ARNE �y o ARNE H. G
H. ✓ oJALA
BENCHMARK CIVIL ENGINEERS a 9 NO.
N CIVIL
o.
28
HYDRANT 3Q 3079
LAND SURVEYORS �� roe A
TAG BOLT1 1 Fc s# 60 s� fsr
_ Y o �
ELEV - 50.0 939 main st, armouth ma 02675 N0
�9 O65 I A H. OJA LA, ., P.L.S. DATE