HomeMy WebLinkAbout0058 LAKESIDE DRIVE - Health _ LAKESIDE DRIVE, M Mills
A=102 - 12_
Y TOWN OF BARNSTABLE
*THE
TOE
OFFICE OF
99SHST,BL : BOARD OF HEALTH
y Maea p�
�p i6;q. �� 367 MAIN STREET
HYANNIS,MASS.02601
December 28, 1999
William Leiberman
Yankee Survey Consultants
Box 265
Marstons Mills, MA 02648
RE: Lot 13 Lakeside Drive, Marstons Mills
Dear Mr. Leiberman:
You are granted a variance on behalf of your client William McHugh, from 310 CMR
15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land
within Zone II districts. You are granted permission to construct an onsite sewage
disposal system at Lot 13 Lakeside Drive, Marstons Mills, with the following conditions:
(1) No more than two (2) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts and similar-type rooms are considered
"bedrooms" according to the Massachusetts Department of Environmental
Protection.
(2) The submitted revised floor plans showing two (2) bedrooms total is proposed by
the applicant. The dwelling shall be constructed as shown on the revised floor
plans.
(3) The applicant shall record a properly-worded deed restriction at the
Barnstable County Registry of Deeds limiting the dwelling to two (2)
bedrooms. The deed restriction shall be signed by the property owner. A
copy of the recorded deed restriction shall be submitted to the Board of Health
for to obtaining a disposal works construction permit.
Ieibermn
r
This variance is granted because it is the Board's policy to grant applicants approvals to
construct no more than two (2) bedrooms on lots of less than 18,000 square feet in size.
Sincerely yours,
/Susan G. R , R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
leibermn
�s- s J z
OptHE TTp� �� DATE: ✓r g /
p �- "94401, FEE:
BMWSTABLE. ! / y
•639. f ,( S REC. BYLi
9� s6gg. ��� l� �QQ
Leo +A Town - t.,4 +ss�� Q
oFpta� StNble SCHED. DATE:
Bopyd of Health
367 Main STm� -Hyannis MA 02601
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 ' /, \\ f
Property Address: U� 3T C a-kQ S l � D DK I V vA a
i
Assessor's Map and Parcel Number: Size of Lot: "�-
Wetlands Within 300 Ft. Yes Subdivision Name: <
No �.
Business Name:
APPLICAN JJ-- CONTACT PERSON
Name: 1,, C UGT V, Name: $ ` b�ce 5Ui(VR l,l
1 I
Address: /v V— �yp V1t Lp-, Viv,n Address: }�j 2�0"y Q he:-\ M . �{ ► ��J
1 COOP(A
Phone: �'00 / ����" �C �, Phone: 4, :5-00S.S
FAX: FAX: (5—oo �,-�4
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
r-C2G Vr�'S- p�
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 onlyl,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 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
No. D It v Fee
THE COMMONWEALTH OF MASSACHUSETTS ntered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes
ZIppYication for Migpooar *p6tem Comaruction 3permit
Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components
Location Address or Lot No. r .� *Ye_ jslf! j/9!1 Ow r s Nam e,Address and T�.Nq.
Al
Assessor's Map/Parcel Je
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
��n kee sorveui 4a�s-oosS
_PO k%XQ(o5 ,L
Type of Building:
Dwelling No.of Bedrooms C- Lot Size 10 00 sq.ft. Garbage Grinder(14q
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow OZ 910 gallons per day. Calculated daily flow C;)a O gallons.
Plan Date 1 IC1 Ci C] Number of sheets Revision Date
Title f 5k q_5421 I C
Size of Septic Tank 1,5nn Type of S.A.S. 4y-e,r - V% +CV/VX14101 ,
Description of Soil
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 this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired( )Upgraded( )
Abandoned( )by
at i'o Jl has been constructed in accordance
with the provisions of Title 5 and the for Disposal ystem Construction Permit No. dated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE,. MASSACHUSETTS
Miopoml item Construction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at- L t -�" 1�T� kn, 5 ()oVP $J , 1-4 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 be completed within three years of the date of this permit.
Date: Approved by
i
a'� '^ - .-. Jn• � .i+� .'.� w..CE _ V1 .�...- n.1 .�--... .'-.t,.. -..•r.^.w"�1.,.t:.r.'T
1 Y q �/f'UU"/j/l/�
No. i Ne C &�D
� / Fee
THE COMMONWEALTH OF MASSACHUSETTS me}edn mputer: q
/ r
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHU ETT ^
21ppYication for Mi-qpo!5ar *potem Conztruction
Application for a Permit to Construct( 10rRepair( )Upgrade( )Abandon( ) ❑Complete System '❑Individual Components
Location Address or Lot No. 1 F cLV e51de D n V Own s Name,Address and Tel.N
Assessor's Map/Parcel M a f-5+C' M
Installer's Name,Address,and Tel.No. De si ner's Name,Address and Tel.No.
5n R c-e- S0y vex-) 4a�-Doss
- 1 l�o L�oX�C�s ,�,(l I(� • ,
Type of Building:
g Dwelling No.of Bedrooms Lot Size 600 sq.ft. Garbage Grinder(99
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow a ao gallons per day. Calculated daily flow cDa 0 gallons.
t
Plan Date I!I C1 he, Number of sheets Revision Date
Title S P I C
Size of Septic Tank Vrp00 Type of S.A.S. 4 Y e arc_h cN rna`4 t v! J
Description of Soil 15e�e._ D l ri LX_ 6-2n "Q 0�
1
1 �«,
Nature of Repairs or Alterations(Answer when applicable)
'4 I
r - e
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
'in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
{Permit No. Date Issued ' j
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(v )Repaired ( )Upgraded( )
Abandoned( )by
at L o-}- �- tx 5Dri uf 114S has been constructed in accordance
with the provisions of Title 5 and the for Disposal Aystem Construction Permit No. dated
"Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
———————————————————————————————————————
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS'
�
Migogal stem Con.5truction permit
Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( )
System located at L y 1 Gt_ � (7r i y(� 1` Nl 1 1 1 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.
a L
Provided:Construction must be completed within three years of the date of this permit.
Date: Approved by
CF tNE Tp� DATE:
2
FEE:
3AANSTABE� =
9 O 41W REC. BY
own of Barnstable �C
—� 1g /SCHED. DATE: /
Board of Health
167 Main Street, Hyannis MA 02601,f'
r
Office: 508-790-66' Susan G.Rask,R.S.
FAX:. 508-790-6304 '� """ " Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
VARIANCE REQUEST F RM
LOCATION Property Address: tol 1-316k bf 5
Assessor's Map and Parcel Number: !ply—d Size of Lot: 10,6®o
Wetlands Within 300 Ft. Yes Subdivision me: c��YY�25
No 2
Business Name:
APPLICANT CONTACT PERSON, l
Name: WJ 11,07M Name:
Address: Address:
Phone: Phone:
FAX: 3 — 5 FAX:
VARIANCE FROM REGULATION( st Reg.) REASON FOR VA IANCE(May ttach if more space needed)
Ion�-, r
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 onlyl,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 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
f
co •O 4
i
I-TINAt
4
NEW COM
Z11-
tft
I
f.
4'0••
5•o• s •o g- ��
'E
DATE:
FEE:
MRNSTABLF. • tio, 1 0 1
bUK,
S 1 REC. BY
Town stable
Fp7' rF S CHED. DATE:
Bood: of Health
367 Main ya nis MA 02601
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 ff
Property Address: L 4— 13 , Li -ke c, 1 A owl /ETA i ✓
Assessor's Map and Parcel Number: Size of)sot:_
Wetlands Within 300 Ft. Yes Subdivision Name: 4 /� `cS I
No
Business Name:
A PLICA O TA PER N
Name: .1,1 E c k �q — Name:— $ h-kp p 30y- e u
Address: !'j� (�•�(){�2, ��Q iNn Address: { V Q b�LL(i.
Phone: 5�00 Phone: 5 S
FAX: FAX:
VARIANCE FROM E L I (List Reg.) REASON FOR VARIANCE(May attach if more space needed)
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/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 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
J
"4 1,a;i`ti i
No. Fee
f
- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
tkr j s Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Z(Ppitcationlotl0ioo.5af bpfstem Conotruction Permit,
Application for a Permit to Construct(VRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.. - 13/ �CA 8P r l Ow s Name,Address and Tel.N . (TOO)C To— %3
Assessor's Map/Parcel I'�u�5'�`►`J''1� �q 1��j !I I I "L 005 0
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No,
r:
k ya k�e 501rveul 4d$-oo5S
W L%XoX05 .L
Type of Building:
Dwelling No.of Bedrooms C_ Lot Size 10600 sq.ft. Garbage Grinder(14Q
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
i .
Design Flow oZ o�C7 gallons per day. Calculated daily flow CDID�0 gallons.
Plan Date i I Ci C4 Number of sheets 'a
Revision Date
Title Wit-} SP/7f-I C
j Size of Septic Tank �Snn Type of S.A.S. -a-y-P,fy-
,
t
Description of Soil
r t
Nature of Repairs or Alterations(Answer when applicable)
i
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage dis`osal system
• g. . P Y
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 issue
d ed by this,Board of Health.
Signed Date
Application Approved by Date
j ac; Application Disapproved for the following reasons
Permit No. Date Issued
t THE.COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE MASSACHUSETTS
Certificate of Compliance
)' THIS IS TO CERTIFY,that the On
Sewage Disposal S tern (V
`. Abandoned( )by g P Y )Repaired( )Upgraded( )
t, at has been constructed in accordance
;_ with the provisions of Title 5 and the for Disposal kystern Construction Permit No. dated
i. Installer ' Designer
{ The issuance of this permit.shall not:be construed as a guarantee that the system will function as designed.
Date Inspector
No.
Fee
:THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC,HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
�)Rej
tem Construction 'Permit
Permission is hereb anted to Construct-Y ( air( )Upgrade( )Abandon
t
System located at kp�
i; ' i F 3
Ar, and as described in,the above Application,for Disposal System Construction Permit.The applicant recognizes his/her duty'to
comply with Tittc 5 an!i the follow g local provisions or special conditions, , ? + J
}� 1 k I.
Provided:Construction must be ccntpleted within three years of die d, c cf*t„s nermlt a f
' Date: s,,
Approved by
r
r�
CC 24120 2 Coellruoue Berried Ridge Vent
2 x 10 Ridge Board
1 z 8 Collar Tien 9 4`0'OZ.
located in the upper third or the
height or the roof,measured Ron ROOFING
the eAl plate to the ridge. Composxa Roofing
-- R BuAdhg Paper
- -- �3142 W-1 1/2 PI
Wood
2x86WOZ.
Attic---- ti Fascia Board
77 ------ 12
2 x tit 6'OZ. SofM ugh venting
R30 Insulation
o f Rigid Insulatbn Vapor Barrier -
on hakle surface I!T Waiiboard.
9 Floor
f 3/4'T 4 G Plywood
Second -- 2 X 8 9 16'O.G. V"I eiding
8 ------ ArBarrier
112'Pl lo:d
Fire Blocking 2 x 4 9 Ib'O.C.
R13 Insulation
Valor barrier
Wallboard
3/ T Floor G Plywood
2X810 6'OZ.
First _ RIS Insulation
Ir _—_--- MUMMMMUMMI`-22x6P.T,I-2x6KD.
Fine Blockig Continuous Stll Gasket
W OD.Anchor Bolts 9&'0'O.G.
Center Been
3 W DIL Lally Columns Foundation 10 Concrete Wall/WOO Pour
3,000 psi concrete
10'dp.x 20'n.coaun.ft'g.
Dampproor exterior wrface
Basement __ 4'Conerote slab Per(meter drain(LubJ
4'perforated PVC ptpe
99fr� —-—-— Crushed stom
Filter marbrane cover
CC-10 = Main Pause Section E table 3604unda5,jjn Drainage 7
tw•to'
e
' a
Floor Beam
by others)
All members are 2 x 8 6 16"O.C.WN.OJ All members are 2 x 8 6 16"O.G.NNAa
FIRST FLOOR FRAMING PLAN SPCOND FLOOD, FRAMING PLAN
2 x IO Ridge Board
2 x 6 Collar Ties r1a 16"O.C.
A%1 members are 2 x 8 0 16'O.C.NNAa
ROOF FRAMING PLAN
�$•.�o C C-10
r
Colonial 266 - Two Straiaht Stair
Drafting
Services Eramind Section Distal
110 Main St.,Unit 0204
Tewksbury,MA 01816 (oth Edition Mam Bldg, Code
(918)851-1330
2x Header 2x Floor Joist 2-2x Header
v o I
'o e 2 x 12 btringera
2 x 4 Fire Blocking
placed parallel with etringere
`" I I (optional)
X
`r I 2 x 4 Studs beyond)
2x Header 2x Floor joist 2x Header
i E Center Beam
o
2 x @Stringers
3 I
X 6
Ct3 I I '° E
minimum
E tread
'v
12TQS"•5V
G.
34'0"
10'0' Il'10' b'2"
5'0" 5'0" b'814' 11113/4 3'2•
77' o 0
Q° K itchen L / L
Ca
� Dining do
Actual cabinet layout
�3reakfast
r. t may vary
i -cc%
O N
3'0' 4-0" 3-0"
.0 26"
O 10'0' 2'b' 2 6' 3'b" "
- - Famil -
cL,,
Iv ing y
UP
Foyer
o 0
H �
3 O'
3'3" b'6" T
" 4'b" 5'O' 2'3" 6'6 3'3"
12'b" 9'b" 11b"
Notes: CC-10 = First Floor Plan
L All dheerobro to be rield ver.Fled and changee made accordingly. � V4'•I'O'
34'O"
Il'6" 2'6 8'0' 12'0"
5'0' 5'0" 3'O" 6'0" 6'0"
Bedrm #2
U•- CHN
2'4' M �3edroom
`r 3,6" 2'011 "011
4'6' 1'6" 3%
O
O
5edrm #3
n CL CL
cq
0 0
4'O" 5'0' 5'0' 3'O' 5'0" 4'O"
14'0" 8'O' 12'0"
34'O"
Notes: CC-10 = Second Floor Plan
L All dteensbns to be meld verPied and changes made accordhgly. V4'■1'0'
i
LANE
I CERTIFY THAT MIS SURVEY AND PLAN WERE MADE / EVERGREEN
NOTE.- PROPERTY IS NOT WITHIN 100' IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL a,
OF FLOOD ZONE CHANGE. STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN � a
THE MO,VWEALTH OF MASSACHUSE77S. cb,
PA UL A. M.E'RITHEW, P.L S. D TE
1 AS. LOT 6 "' SXUBAEL
1 VACANT LOT POND
DEED.- bk 1792 pg• 33 \ 14 ofA.
ems
PAUL
ww
o
- S88 18'30"E 105. 00' _ ���, ��, ,44.
�c, � �► 4�
� I ;:.. .-•.; _.. . \ i �'� iltE�O s'•4NDy � DLO
O \
LOTk13
As LOT 12 34. 0'•,,,, �\ o LOCUS MAP
AREAL - o
•,.,,,,,, SED•,. � — 101
10,500f sq/ft 0.,,,,0 pb o
pR 'HSE; p ZONING OVERLAY I"qp"
O ASSESSORS MAP- 1102 RES. ZONE: "RF" 4
p 35.0 ,,.42 ,,,,,,,,,,,
LOT 12 sETBAcxs•
O 1 •,,, 36. 0' DEED REF 3979 155 15'
.O f:,; _"— _�-,. .— — 1 AS LOT 13 / .
O \ \0 TOWN WATER 15'
.0
LOT 14 I ._ . I / \ FLOOD ZONE c
i AS LOT 11 I ,� I / 00 0 /T / VARIANCE FOR 330 RULE REQUIRED COMUNNITY PANEL !
TOWN WATER I ti° I„ / 250001 0015 C
L I O D/B S.A.S.
° PROJECT L OCA T/ON
o 0 — �� �� (.LOT ,ov13 LAKESIDE DRIVE
TPR _ '?� 7 / BARNSTABLE (MARSTONS MILLS), MA.
�c I o 0 ti /
� RESERVE � / .
�"I I �/ APPLICANT-
AREA
1 o° BILL McHUCH
25.0'
Ilf' I,E' \` S881830'E' 105. 00' - yt9 YAWEE SUR WE CONSUL TAN TS
i
P. O. BOX 265
OF
— PA IrE'MENT oF,y UNIT 5, 403 INDUSTRY ROAD
. �oz� ��� MARSTONS MILLS, MA. 02648
i LAKK,Sll��' PH.(508)428-0055 FAX(508)420-5553
DI�l V�' o w�LL1AM
UEBERMAN r„
'YPK.: r�o. 9» SCALE.• 1"=20' 11/9/99
9�. �o DA TE.•
ELEV.= 100' (ASSUMED) >A o Qa
st
NAIL ROAD� AT IN, sera
REV
JOB NO. 52159 CB1 -13HEET .1 OF 2
100 5'
7VP OF AV UNDATION
i
20' MIN.
10' MIN. CONCRETE COVERS
[A 4' SCHEDULE 40 P. VC
UE01.0' MIN. PIMH ]A PER FT. •2'L4YER OF
• e' , . . . , CONCRETE COVER WASHED S77ONE
' ' � - � � � � EL=100.5
SCHEDULE 40 PW 701 PnrH 114 PER FT. CLEAN SAND
10 FLOW LINE �'' EL=97.8
INVERT U ,t JO GAS
0 0. !4 0o O 3000
AlIN
- 98.0 --20 ° o° o0000000coo °go° o --
EL.-______ ° °° o 0 0 0 0 0 0 0 0 0 0 °IN 5• 6 S � ° pO o° o 0 0 0 0 0 0 0 0 o c o0 8
DVVERT EL. INVERT 11vVm °°o 0 0 0 0 0 0 0 0 0 0 0 0 °°8° =95.0
R.= 97 75' EL.= 97.4 _ E-L,= 9715' 4
(7D 6E PLACED ON FIRM BASE) DISTRIBUTION (2) OW CAL LEACIIDVC cX,ufaERs
Af CHANICALLY COMPACMD OR e' OF SME BOX EL.=Rzfl
—15-Q2—GALLONS 7V BE WATER TESTED
12e' X 25' 7REHCII IR9"A1fON
SEPTIC TANK IF MORE 77IAN ONE OUTLET
PLACE ON 6 S7VNE SOIL ABSORPTION
PROFILE OF 3/4' m 1-I/2•
SEWAGE DISPOSAL _ SYSTEM DOUBLE WASHED SMXV SYSTEM (SAS
I NOT TO SCALE
BOTTOM OF TF.:ST HOLE ELEV.= 8.9 5'
OBSERVATION HOLE 1 EI. V 100.5
PERCOLA770N RATE SZ__ MIN./ INCH AT _4BM& 18�_ OBSERVATION HOLE 2 ELEV— 100.5 OBSERVATION HOLE 3 FLEE— 100.5
DEPTH RC TEXTURE COLOR MOTT OTHER DEPTH HORM TEXTURE COLOR WOTT OTHER DEPTH HORN TEXTURE COLOR 7T. OTHER
o=9' A SAND 10YR 413 SO n�C O=9' A SAND 10YR 413 OA Eiti►ic p-g- A SAND 10YR 4/$ Sv r
CANIC
A7MUAL _ MA7FJP/ A FMAL
9=�" B S/L OYR 516 EI
XNED 9 42' B S/L JOYR 518 F7NE 9-42' B SIL 0XR 518 QED
C S IOYR 6/4 MED/ =120 C S 10M 614 I lw/ 42=130' C S 10YR 614 APED/
COURSE LIDURS CIDURSE
NO WATER ENCOUNTERED O W COU WA TER `
1�
SOIL TEST
GENERAL NOTES DATE OF SOIL TEST 11/10/99 SOIL TEST DONE BY JIILLI" LIEBE"AN, SOIL EVALUA70R OF Al
WITNESSED BY: G. DUNNING, B.B.H. 02
W►LLIAM 1+ .
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFV" TO D.EP. o LIEBERMAN 4 "
TITLE 5 AND THE 7VWN OF �RA/S7'_ BLF RULES AND , ' °
REGULATIONS flVR THE SUBSURFACE DISPOSAL OF SEWAGE pERC TEST LS90 2ay��
�p�,
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT 7V
WITHIN 6" OF FINISHED GRAD& OTHERS WITHIN 12' INSTALL- DESIGN CALCULA TIONS. FSSIO N A�EN
3) ALL COMPONENTS OF 771E SANITARY SYSTEM SHALL BE CAPABLE OF (2) 500 GAL LEACHING CH"BERS
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WTM 4' MNE ALL AROUND NUMBER OF BEDROOMS . . . . . . . . 2
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 128' X.25 GARBAGE DISPOSAL . . . . . . . . . NO
USED UNDER OR MTHIN 10 flT OF DRIVES OR 4) ANY MASONARY UNIff USED 70 BRING COVERB 7DRCRADE SHALL �Q-GAL/BR/DAY x 2-- BR) 220 GAL/DA.Y
BE MORTERED IN PLACE
5) NO DETERMINATION HAS BEEN MADE AS 7D COMPLIANCE A7TH REiQUIRED SEPTIC TANK CAPACITY Iwo GAL
DEEDED OR ZONING REGULAr70NS. OWNER/APPLICANT LS 70 SOIL CLASSIFICATION . . . . . . . . I
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. N077FY YANKEE SURVEY 24 HOURS DESIGN PERCOLATION RA7E . . . . . c 2 MIN11N.
6) UTILITIES SHOWN ARE;APPROXIMATES ONLY, .EXCA VA77ON CONTRA CYOR PRIOR 7D SEP77C INSPEMOX EFFLUENT LOADING RATE . . . . . . •74 GAL/DA Y/S.F.
IS 7v CALL "DIG— SAFE' AT 1-070-322-4844 AT LEAST 72 HOURS LEACHING CAPACITY (AREA X RATE) 347 GAL/DAY
PRIOR 7V COMMENCING WORK OX SITE RESERVE LEACHING CAPACITY . . . 347 GALIDAY
7) CONTR4CYVR H 7b VERIFY GRADES AND ELIE'VA77ONS AS WELL AS (25A72.8X74)f(25t25tJ28+J2.8)XZX74) 52J59 CB
SITE CONDF17ONS PRIOR 7V COMMENCING WORK ON SITE SNEA7 2 OF 2 JOB NUMBEJ��__________
8) PARCEL IS IN FLOOD ZONE_ "C'�_�.
I9) LOT IS SHOWN ON ASSESSORS MAP __102 AS PARCEL
`1
• LANE
I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE
NOTE: PROPERTY IS NOT WITHIN 100 IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL EVERGREEN
OF FLOOD ZONE CHANCE. STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN OG�S a
TH MMOATW ALTH OF MASSACHUSETTS.
PA UL A. MERITHEW, P.L S. AT
v►�
1 AS. LOT 5 SHUBAEL o
1 VACANT LOT PAUL or d
DEED.- bk 1792 pg 33 \ A. OIL
NO. H t FLINT s 4
'pFcr o
S88 78'30"E 105. 00' ► a J�� 4�
\ •SANDY Z' 0�
LOT�13
AS LOT 12
""11,34. o'• � Q� LOCUS MAP
A A— `J101 '
10,500E sq/ft j?0" SEA n ZONING OVERLAY "GP"
p 35.0' I ,�; p BDRM, ,� ASSESSORS MAP. #102 RES. ZONE. "RF"
2 SETBACKS:
• LOT 12 PLAN REF 138/25
OrF - - - -� - - , ,,,,,,,,,,,,,,,,,, AS LOT l3 30�
I O \ `3� �Q� TOWN WATER DEED REF 3979/15 15'„
j: LOT 14 FLOOD ZONE. C
AS LOT 11 I ' I / o o o-.-SIT %� VARIANCE FOR 3�30 RULE' REQUIRED COMUNNITY PANEL �¢!
TOWN WATER I ,�0� I / 250001 0015 C
L� k- D/B S.A.S. ,
PROJECT L OCA T/ON
W �I I ti o o �-� LOT f13 LAKESIDE DRIVE
TPJ2 _===_=-s_zSi 27 7 ,, I BARNSTABLE (MARSTONS MILLS), MA.
TP/t I w I RESERVE
ti
APPL/CANT.•
o
� / I � I AREA 0
l01 14 I 10.5' 0 25.0 do BILL McHUGH
UPOLE / S8878'30'E' 105. 00' y`1� YANKEE SURVEY CONSUL TANTS
P. O. BOX 265
EDGE � OF — PA VEMENT — l� P�t'tk OF UNIT 5, 40B INDUSTRY ROAD
�� MARSTONS MILLS, MA. 02648
LAKESIDE DRI � WILLIAM PH.(508)428-0055 — FAX(508)420-5553
VE '
LIEBER MA e N r
-YPK ��-� ��. �' ® SCALE: 1"=20' DI T - 1119199
ELEV.= 100' (ASSUMED) ��
AT NAIL IN ROAD 1;;��
REV REV
h
JOB NO. 52159 CB SHEET OF 2
=_102.5"
7DP OF MUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4' SCHEDULE 40 P. VC
EL=101.0� MIN. PI7CX !/B PER FT ;"LAYER OF .
1/B=!/2'
CONCRETE COVER WASHED MONE
Q. VAX / ♦ i i i i i i
EL=100.5
ro SCHEDULE 40 Pik ' ' • ' / /
PO!rH 14 AVq4LfNfAfUAf
PER
CLEAN SAND 36
10 FLOW LINE 7'' MAX
INVERT ! 0 — 8' EL=97.8
EL.= 98.0__ J41 --20'— 0 °0 000000coocoo agoo
GAS INVERT LEVEL ° Q° ° o C3 1= C3 0 0 0 0 °o
B B SU °°" °o 0 0 0 0 0 0 0 0 0 0 0 0% 0
! EL.=97•5 INVERT DYVE7PT o 0 0 0 0 0 0 0 0 0 0 0 0 0 8 =95.0
EL.= 97. 75' EL.= 97.4 _ EL,= 97_15' °
(7V 9E PLACED ON HAV BASE) DISTRIBUTION 4' (PI aoO CAL LEACI�VC c11A,vaaRs
MAMANICALLY CONPACT7CD OR Q' OF S70NE BOX R.=;IZII
—1 M—GALLONS 7D BE WATER TESTED
SEPTIC TAN_ K IF MORE 771AN ONE OUTLET 'EB' X�' TSEA+O11 tDAJ/ATTON
PLACE ON 6 S7t7NE PROFILE OF 3/4- SOIL ABSORPTION
ro 1-1/2'
SEWAGE DISPOSAL SYSTEM DOUBLE' WASHED S7t7NESYSTEM SAS)
I NOT TO SCALE
BOTTOM OF TEST HOLE ELEV.= B9.5
OBSERVATION HOLE 1 ELEV.= 100.5
PMZCOL477ON RATE SZ__ MIN./ INCH AT _48_& IB__ OBSERVATION HOLE 2 ELEV.= 100.5 OBSERVATION HOLE 3 ELER= 100_.5
DEP77YHORX TEXTURE COLOR MOTT OTHER DEPM HORIZ TEXTURE COLOR NOTr OTHER DEPTH AoRw TEXTURE COLOR OTT OTHER
Ala
o=9' A SAND 1oYR 4 SOME o=9" A SAND 1oYR 4 3 SOME ���
/3 O�AAW / 0'9' A SAND IOYR 4/g
9=�� B S L 5/6 ATE / 9=42' B S L 10YR 5/6 AM�F7NEl �/yE/ 9-42" B SIL OYR 5/6 NME MEU
4Y-48' C S [OYR'
OYR 6/4 AfED/ -120 S IOYR 6/4 1fED/ 42'--.tw' C S IOYR 6/4 mm/
COURSE LOURS COMMNO WA
TER ENCOUNTERED O W COU W C U
SOIL TEST \`
GENERAL NOTES DATE OF SOIL TEST SOIL TEST DONE BY W7LLIAM LIEBERYAN, SOIL EVALU47OR V" OF /H,gs�c
WITNESSED BY. G. D UNNING, B.B.H.
1) ALL WORKMANSHIP AND MA7ERIALS SHALL CONFV" 7V D.E P.
w I LLI AM ,
TITLE 5 AND THE 7t7XN OF _�RMS7_ABLF RULES AND v �IEBER 1 N"
REGULATIONS Ft7R THE SUBSURFACE DISPOSAL OF SEWAGE PERC TE,S'T � 9590 �\,�� z3y
S' GrSTE
2) ONE COVER ON SEP77C TANK SHALL BE BROUGHT 7t7
WITHIN 6' OF FINISHED GRAD& OTHERS WITHIN 120 IASTALL' DESIGN CALCULATIONS: FSS,ONAk-EN
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF (2) 500 GAL I-JACHING CHAMBERS
y WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR MTHIN WITH 4' SMNE ALL AROUND NUMBER OF BEDROOMS: - 2
1 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 12 B' X 25' GARBAGE DISPOSAL . NO
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 7DTAL ESTIMATED FLOW
4) ANY MA SOMA RY UNl7S USED 7D BRING COVERS 7t7 GRADE SHALL ( H0 _GAL/BRIDAY r 2 _ BR) 220 GALIDAY
BE MORTERED IN PLACE
a 5) NO DETERMINATION HAS BEEN MADE AS 7V COMPLIANCE WITH REQUIRED SEPTIC TANK CAPACITY 1500 GAL
DEEDED OR ZONING REGULA770NS. OWNEE/APPLICANT IS 7t7 SOIL CLASSIFICATION . . . . . . . . I
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NOTIFY YANKEE.SURVEY 24 HOURS DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN.
6) U77MTILS SHOWN ARE APPROXIM477S ONLY, .EXCA VA77ON CONTRAC7VR PRIOR 7D SEPTIC INSPBCTION. EFFLUENT LOADING RATE . . . . . . .74 GAL/DA Y/S.F.
IS 7t7 CALL "DIG— SAFE'"AT 1—&00-322-4844 AT LEAST 72 HOURS LEACHING CAPACITY (AREA X RATE) 347 GAL/DAY
PRIOR 7t7 COMMENCING WORK ON SITE RESERVE LEACHING CAPACITY . . . 347 GAL/DA Y
7) CONTRAC70R 1T 7V VERIFY GRADES AND ELIEVA77ONS AS WELL AS (25X72.BX74)f(25f25f12Bfl2.B)X2X74)
SITE COND1770NS PRIOR 7V COMMENCING WORK ON SITE SBEM 2 OF 2 JOB NUMBED 52159 CB
B) PARCEL IS IN FLOOD ZONE_ "C"�N_.
9) LOT IS SHOWN ON ASSESSORS MAP __!02 AS PARCEL