HomeMy WebLinkAbout1358 FALMOUTH ROAD/RTE 28 - Health (2) 1358 FALMOUTH ROAD, CENTERVILLE
A=229-099
I �
No. 42101/3 ORA
ESSELTE
10%®
0 0 0 0
No. Y 8ioE—2 3 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC-HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIppgicatiou for Th6po5a[ �§pgtem Con5tructiou Permit
Application for a Permit to Construct Repair( ) Upgrade O Abandon O Complete System ❑Individual Components
Location Address or Lot No. /3 SO Owner's Name,Address,and Tea.No.
RT Zb (3,�'`'1,&£�y 6 vi lOihvCr- Co - c.
Assessor's Map/Parcel 2
t l
Installer's Name,Address,and Tel.No. )"'C o'*5 N 0^-v j Designer's Name,Address and Tel.No. 2�
Korn �,4 t.Mo�-n� sZv, 5, rwt �p��„� �Nc 9 s 4 ,gam•
GC—N j�v1 — /v) 0 b32 V O 2
Type of Building: X16 �S'3G2-Y�Y
Dwelling No.of Bedrooms • Lot Size 2 13 (e sq. ft. Garbage Grinder (/UQ
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures OJ
Design Flow(min req .ree7d)) 3 gpd Design flow provided y / gpd
Plan Date Number of sheets Revision Date
Title Zes;a�1�:�I S� a� 0�10.� �h �G�n�Rrv�I� 1�•r�s �(e Mq #k135� Rl'" (41 13�y rry.
Size of.Septic Tank 57" 46o7y Type of S.A.S.
Description of Soil f�"'`�y�i 1=1�-1- //N1 13 — U o km%? SA QD
l 56'" '51�1> N o co�Naw�- Fn►p
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 'tle 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this oard of Health.
Signed h Date Al-ok
Application Approved by e. Date
Application Disapproved by: Date
for the following reasons
``__
Permit No. GV 0,� 2 3 3 Date Issued 2' 2�
No. P115 2 .3 3 Fee 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for 3hqpo5a1 �pgtem Con0truction Permit
Applicatio.0or a Permit to Construct NA Repair Upgrade Abandon Y-Complete System ❑Individual Components
711
Location Address or Lot No. /3-5-9 F4_1M_4j_V7'# Owner's Name,Address,and Tel.No
'/f `A/Cr
MT.le 134-1Wif-1z`/ 6vt CO�lf
fV C,
2 C
,Assessor's Map/ParcelV4 F,41&w 41 �,V
2- 5 /99
Installer's Name,Address,and Tel.No.3A(M. 1V\,CwL\N Designer's Name,Address and Tel.No. Roe
cc-1 'rALjA0V_n4 M Ll Z�9 ^e-pr .-�r; _j
1>, sviv y V(6 1 9 39 44//v jr
LL 7 6; 7-1-
h''^ fype of Building:
`Dwelling No.of Bedrooms' Lot Size 3 (0 7 sq. ft. Garbage Grinder (A/0
.,Other Type of Building No. of Persons Showers Cafeteria
Other Fixtures A A ir
Design Flow(min required) gpd Design flow provided
gpd
'P Revision Date
Ian Date lool?OV Number of sheets I
Title 4-- mc,ti, 4\av4 ih 66 tit, MA #13 5TS R lwv Ad,
66_,5.( V �7
Size of Septic Tank alZr7A/ —Type of S.A.S.(2- �00cia l.
Description,,of Soil --n Mlj$ oAKA,-? SAt-jD
94-.164' L-QA4A_1-j
Nature of,Repairs or Alterations(Answer when applicable)
N,
Date last inspected:
Agreement: dt
The undersigned agrees to ensure the construction and maintenance of the afore
described on-site sewage disposal system in
T -fl accordance. ith the provisions of 'tle 5 o jige-e Environmental Code and not to place the system in operation until a Certificate of
Compliance has been�issued by this oard of Health. 15,
Signed l Dateh
4or
Application Approved by Date w Z 616
Application Disapproved by: Date
for the following reasons
Permit No. 20 o,-Y, Z 3 3 Date Issued
7——— - —————————————————————————
-------------
THE COMMONWEALTH H-OF'WrASSACHUSE-T-TS------------
0_0 0 BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site'Sewage Disposal System Constructed �) Repaired Upgraded
Abandoned( )by J A,6 tQ ,V, " 0 A
at I ') 56 FpLtnovZH V-0. has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.?_0 0 Z. 2 2, dated 6, Z_ &,.0Fj
Installer Designer 1�>o V?c
4 bedrooms 3 Approved des* flow % gpd
,L�l n 0
wi
The issuance of thi It shal n t b n trued as a guarantee that the system d gn
f�g
Date Inspector fi
I
----------------- ——— --—————
—————————-- ————
/Z I -----------------------------------------
No. 33 / 1,4, ---Fee---
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS
-Miqpool *Vqtem Con5truction Permit
Permission is hereby granted to Construct Repair Upgrade Abandon
.,System located at JH
Y"
•
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 it.
Date zoo 5 Approved by. r
V
T, aq,,na of Barnstable
Regulator Services.
i Thomas k. Ge&rc,Director
ems. public Health DbAsion
—��c9.
r Tho mm McKean,Director
1-00 Main Sda•eet,Hyammds,MA,02601
Office. 509-962-4644 Fax: 50 S-790-6304
Inxstallllerr Desigger Certification Forum.
ses�ors �apla�eeb �� C1°\
0 �
Date: SewageMn
11Desn ep° -POW N CA PC-- C�\)U�r�'�Y�-1�2- Tnas aBlle�a MM W �)C2 C �U S
duress: 93�1 i Address.
on
2. 20
J' L' was issued a permit to install a
(d to) (lust er)
septic system at 5 �•ARf based on a design draws by
(address)
dc7u0✓` cape- Q rS\rrz,(�2, dated
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation°f the
distribution box and/or septic tank.
I certi:�r that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance vvith State &Local Regulations. Plan revision.or
certified as-built by designer to follow.
OF MAs�cy
�o DANIELA. Gs�
o OJALA �
' CIVIL CA
(I s er's Signature) No.46502
o w
po,��Fc�sre�``•�a�'
�SS/ONnL E`'G
(Designer's Sigaatuie) (Aff,Designer's Stamp Here)
pLrASE UTIMN TO BARINSTA.BLE FULIC HEALM RIVIS&tC N- CK CA.TE OF
Ca`DI a t, AYJCF L TinT 65"' i3 urn BOTH TEAS FORM AL - r -t$t7rLT CARD ARE
RECErvTj D By TBE BARNsTABLE PUBLIC HEALTH Da-1810At. THANK
O:Health/Septic/Designer Certification Form 3-26-04.doe
TOWN OF BARNSTABLE
4
LOCATION /h OC JROA SEWAGE#.200$— a-33
VILLAGE ASSESSOR'S MAP&PARCEL , 0 .
INSTALLER'S NAME&PHONE NO. -SRC&tJEC M ode'w .SOF-7ZS 0,2L
SEPTIC TANK CAPACITY 1500 gALLoiy
LEACHING FACILITY:(type) COtf(&67€ (:","(size) a a�S00 , 94.
NO.OF BEDROOMS 3
OWNER , �T CEl✓fS ,Q�
PERMIT DATE: COMPLIANCE DAT"E:AD&jJ ,ZO/
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) /,-A—
Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) /S(/14 Feet
FURNISHED BY -1;r^C&piES r
ROAD 13s8
KovSE �Ga�e
At 32 C3 J 431
9 - 33' o � - 35-/
�o
i
Town of Barnstable
1 Health Department
367 Main Street, Hyannis, MA 02601
+ba
Office 509-790-6265 Thomas A. McKean
FAX 508-775-3344 Director of Public Health
April 4, 1996
Christopher Joyce
1645 Falmouth Road, Suite 2C
Centerville, MA 02632 �
NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY
CODE H MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION
AND THE TOWN OF BARNSTABLE BOARD OF HEALTH'S NUISANCE
CONTROL REGULATION NUMBER ONE
The property owned by you located at 1358 Falmouth Road, Centerville was inspected on
April 3, 1996, by Jerome Dunning, Health Inspector for the Town of Barnstable, because
of a complaint. The following violations of the Nuisance Control Regulation Number
One Regulation and the Sanitary Code H were observed:
Piles of brush, leaves, and tires on the ground.
You are directed to correct this violation within five (5) days of receipt of this notice
by removing the brush, leaves and tires from the property.
You may request a hearing if written petition requesting same is received by the Board of
Health within seven(7) days after the date order is received. However, this violation must
be corrected regardless of any request for a hearing.
Please be advised that failure to comply with an order could result in a fine of not more
than $500. Each separate day's failure to comply with an order shall constitute a separate
violation.
You are also subject to non criminal citations of$40.00 for the first violation and $15.00
for each additional violation. Tickets will be issued daily until the violations are corrected.
PER ORDER OF TH BOARD OF HEALTH
i a
as A. McKean
Director of Public Health
cc: Chief Farrington, C.O.M.M. Fire
Mr.7149.
1 ,�, Vs
NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY
CODE II MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION
AND THE TOWN OF BARNSTABLE BOARD OF HEALTH'S NUISANCE
CONTROL REGULATION NUMBER ONE
1 � �
The property owned by you located at was
inspected on r by , Health
Inspector for the Town of Barnstable because of a complaint.
The following violations of the Nuisance Control Regulation
Number One Regulation and the Sanitary Code II were
observed:
r
You are directed to correct this violation within
days/hours of receipt of this notice.
You may request a hearing if written petition requesting
same is received by the Board of Health within seven (7)
days after the date order is received. However, this
violation must be corrected regardless of any request for a
hearing.
Please be advised that failure to comply with an order could
result in a fine of not more than $500. Each separate day's
failure to comply with an order shall constitute a separate
violation.
0 Dt2 arty
Z 348 LS1 O69
Receipt for
Certified Mail
- No Insurance Coverage Provided
u Do not use for International Mail
IS a Reverse)
Sent to
L Stre �w o�
6 u
P. _81ge and ZI Code
O
10 Postage
M
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O
LL Special Delivery Fee
V)
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" I I estrt,7ygry gl p
gitur�n.Pi�ilpt�hi3YJ'h4,9
to Whom&.Date Delivered
Return Receipt Showing to Whom,
Date,and Addressee' r
TOTAL Postage
&Fees
Postmark or ratg Ir NIG
O
1996
fisPS
STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE,
CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front).
1. If you want this receipt postmarked,stick the gummed stub to the right of the return address I*
leaving the receipt attached and present the article at a post office service window or hand it to
your rural carrier(no extra charge).
IC
2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return cr)
address of the article,date,detach and retain the receipt,and mail the article.
3. If,you want a return receipt,write the certified mail number and your name and address on a
return receipt card;Form 3811,and attach it to the front of the article by means of the gummed
\ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT
REQUESTED,adjacent to the number. O
4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, M
endorse RESTRICTED DELIVERY on the front of the article. E�
.o
5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If
return receipt is requested,check the applicable blocks in item 1 of Form 3811.
6. Save this receipt and present it if you make inquiry. 105603-93-B-0218
1
SENDER:
v ■Complete items 1 and/or 2 for additional services. I also wish to receive the
w ■Complete items 3,4a,and 4b. following services(for an
d ■Print your name and address on the reverse of this form so that we can return this extra fee):
card to you.
■Attach this form to the front of the mat piece,or on the back if space does not 1. ❑ Addressee's Address 2
d ■permit.
Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery y
r ■The Return Receipt will show to whom the article was delivered and the date a
delivered. Consult postmaster for fee. Z
0
3.Article AAd regsed o: 4a.Article Number
cc
E r D� / 4b.Service ype
u ���-S %�. ❑ Registered 40 Certified °C
/ Im
Cn 01 ❑ xpress Mail ❑ Insured c
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❑Wtuoeceipt for Mercha�fdise COD o
a � 7.D of Deli ry/
z !�z
5.Received By:(Print Name) 8. t98ressee's-Address ,Only If requested r
W and fee is paid) t
¢ H
6.Signature: Addressee or Agent)
'' X C/
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PS,Form 3811, Decem r 1994 Domestic Return Receipt
i
1
z-*5u°stoclgisS M�IIa
UNITED STATES POSTAL SERVICE sy`O MH -Pstgg,&FgesFai
P M
• Print your nal e, add]]?Gass;' nd ZIP Code-in Abis b`z• - Yf Nam"®"
y1�J•(� ns�,�Yr�•-GLYCS+iciGKt..4^+�i':nye
4
Heaffh Deparbnent
TMM of Barnstable
P.O.Box 534
i Hyannis,Massachusetts 0260,
Fax(508)775-3U4
Phony(508)790-6265
r I
4
I
f�
Rery
LOT 4
PB 389 PG 96
UNSUITABLE SOIL TO BE REMOVED
FOR 5' AROUND LEACHING
ADRIENNE SIEGEL (TO C1 LAYER, SEE TH LOGS) EXISTING 8' WIDE __- �
DB 4506 PI; 140 RTH BERM-TO REMAIiw'
MAP 229 PCL 128 REPLACE WITH CLEAN MEDIUM SAND. BENCRETR BOUND
ELEV.= 46.30'
- - --- -- - - - - - - - - - - - - - - - ASSUMED DATUM
..100.00'
---------------------- -
0 27. MIN. !1 I J
Area •- 12,364 eq.lt1. t 1 '
.24 Acreet i
PROPOSED iI !i LOCUS MAP
12 SEPTIC TL FI i i NOT To SCALE
O ASSESSORS MAP 229 PARCEL 99 PB 110 PG 139
't 1 FLOODZONE: C BARN PANEL 5 RECORDED 7/15/53
IL V• •G• '• O 1 AP DISTRICT (NOT A ZONE 11) -
A1t TH1 % ZONING: RD-1
EXISTING USE: VACANT LAND (FORMER HOUSE SITE)
lo PROPOSED USE: SINGLE FAMILY RESIDENCE
PROVIDED:
1 100% RESERV CN.I !1 / 'I MIN. LOT AREA - 40,OGO SF 12,364fSF
LOT 3
PB 389 PG 96 BUILDING SETBACKS:C wr rml tons wro")
bECK BULKH D 11 STANLEY & ELAINE HRYNKO FRONT -30'(I00' ON ROUTE 28) 44.3S. 44.9'
U H DB 14830 PG 179 SIDE - 10 FT
15.5'
REMOVE �y.5 �" MAP 229 PCL 099 REAR - t0 Fr. N/A
OLD.SI..A HVAC
(31 0(I<
I OLJN Al ON / I OWNER/APPLICANT
I I I v _ _ ____3
RpEDR00M RESIDEN E� �', N I \I JACQUES N. MORIN. PRIES. BAYBERRY BUILDING CO.
S'. 1 1597 FALMOUTH ROAD, SUITE /4, CENTERVILLE, MA 02832
TOP OF FNDN_ W.5' PHONE: 775-8822 FAX 508-771-21)6
DO 12490 PACE 136
FIRST �LOOR-= 51.6'
'TITS 1:XIS I'
TEST HOLE LOGS
o Dltivl: !
Y rN \ Ifl-MAINS 01
! ! DF MOLl.i1:1LD_.---- _ / i ` ARNE H. OJNA P.E.
ENGINEER:
! HOMF. 1
Gp (10 IJE: Rf MOVI D \ -_ WITNESS: EDWMD WRY (DOH)
DATE: 10_22/96 10 A.M. P18B00
,3 ! 0 -'T _ .b1b PERC. RATE <2 MIN/IN. IN C1
TEST HOLE 11 TEST HOLE 12 ..
-0" EL44.2 SL EL44.2
(PROP. STEPS A LsnND FILL
A ! /Gj�P" \\ LOB s�nAN � 24. A LSAND 42.2 -
O
i 11' 4P >< ! ! 0 30 41.7 Sp N
i P p 5 7 PROP. LAWN �\ a f MA
4 i S p 2.5' WIDI 0 U
;�";IDrwAI_I< , c1oAMY c, y
10 1:11. 1?Lm V(:D / G] SAN TOP P RC `��
IOYR 4/4 AT 40� IOYR 4/4
PROPOS PLITRAIL�rEN a IN
ROP. P VE ' ! ! MSN
PROPOSED OCK i RIVE -i,--_ ,2 MIN/IN.
SLOPE STA ILIZATION i i 72- M.2 96" 30.2
- 1D0.00' ��,..._,_.\\ . C2-M/F SAND
C2 M/T D
G .---- 2.9Y 7 2 2.5Y 7/2
49 - - - - -
_ G O_ _ -z G ` 158" 31.2_ 199 32.2 _
=
G -
. G -_G T - GROUNDWATER ENCOUNTERED
OWA7FJT NTERED PROP. LAWN O JJ1 - _
CXI`_ I. APPROX. PROP. TELEPHONE(
131f`I ''WATERLINE r MANHOLEi
' CAUTION: (2)) GAS MAINS DRIVI, 1
ONE HIGH PRESSURE `- _-- - -
7 ----
' 50- ------ -EDGE PAVE NO BERM �OYJ-- -
(STING DRIVEWAY 50.6 LEGEND:
50.4- - - - -- - - - - -- 50.5 APRON
T7� ROUTE 2B HIGHWAY � EXISTING CONTOUR
STA'LEI (BO' HIDE LAYOUT) --�--+---- ---- ` 3 7 - 40-- PROPOSED CONTOUR
iJ 7+50 CL 1931 LAYOUT 49.25 PROPOSED SPOT ELEVATION
POST LIGHT
GENERAL NOTES: - TEST HOLE
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING $ ,� I :�^ t'. --- PROPOSED GAS UN •
CONTRACQTOR SHALL MAKE THE REQUIRE. 72 HOUR NOTIFICATION 0 DIG SAFE(1- 6 i' �� Fyn.
888-344 7233�j AND ANY OTHER UTILITIES WHICH MAY HAVE CASTLE, PIPE OR ° j .�1, _ -'•---- PROPOSED WATER LII1['
EQUIPMENT N E CONSTRUCTION AREA FOR VERIFICATION C LO1A IONS. {d -
�t PROPOSED FENCE
- 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PRO�IECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS ,a
AND OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS - ! A t.✓ ^�], PROPOSED SHRUB
FOR RIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 1• 11 + 1. �� a' "(" t 7
3. 4' LOAM AND SEED ALL-DISTURBED AREAS, EROSION CONTROL NETTING ON SLOPES > 10%. }" ) 1" ) ; b n _
4. VERIFY NATURAL.SOIL CONDITIONS UNDER FOUNDATION FOOTINGS PRIOR TO CONSTRUCTION. '1�'��� •' of 'A'�' `�!'��/. � PROPOSED EVERGREE I
5. EXISTING CONDITIONS FROM 1B90 FIELD SURVEY BY DOWN CAPE ENGINEERING, INC. 1 'r� a.na.� 0 "
SEPTIC NOTES: DATE DANIEL A. OJALA, P.E., O.L.S. y
,'`ry,•��� ( "
_ I. VERTICAL DATUM IS ASSUMED FROM hfYANN15 QUAD. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) PROPOSED TREE
-
2. MUNICIPAL WATER IS AVAILABLE DESIGN FLOW: 3 BEDROOMS AT 110 GPD/BDRM. . 330 CPU
3. MINIMUM PIPE PITCH TO 13E 1/8' PER FOOT. USE A J30 CPD DESIGN FLOW
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H-10 SEPTIC TANK`.
5. PIPE JOINTS TO BE MADE WATERTIGHT. O
8. CONSTRUCTION DETAILS TO DE IN ACCORDANCE WITH MASS. CPD X 2001i - 880 CAL 1500 MIN.
ENVIRONMENTAL CODE TITLE Y. USE USE A 1500 GALLON SEPTIC TANK H-10 LOADING PLAN
_ F LAND
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE FA� GALLEY CONFIGURATION _
USED FOR LOT LINE STAKING. IN
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. SIDES:2 (25.0' + 12.83') (2)(.74) V12 CPU
9. NO GARBAGE DISPOSER ALLOWED. BOTTOM: 25.0' X 12.836 (.74) m 237 GPD CENTERVILLE, MA
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOTAL: 172 S.F. J19 CPO
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
'ENGINEER
BOARD of HEALTH. USE ( 500 GALLON LEACHING CHAMBERS (ACME OR EQUAL) 1358 FALMOUTH. ROAD
11. NT TO INSPECT REMOVAL AND REPLACEME OF WITH 4 4' OF STONE ALL AROUND
UNSUITABLE SOIL
PREPARED FOR
T.O.F.AT EL 30.5' H-10 ACCESS COVERS BAYBERRY BUILDING CO. -
TO WITHIN 6.OF GRADE (fYP.) To(IW)ITHIN 13-OF EGRS COVERS
ADE .)
oIT PIPES LEVEL2 /E OVER SYSTEM DATE: SEPTEMBER 24, 2012
T46.8J OR GEOf17(TILE FABRIC/ 2'DOUBLE WASHED PEASTO I PROPOSED 1600 I y MAX.
/ GALLON SEPTIC
TANK (H- 10 ) W 45.10
43.65
e''rnjE 413.02 43.6' O 00 O O 0 CI 0 0 0
U-Box W/CovER 0000 0 0 0 0 0
WATER TEST FOR LEVEL 2' 0 0 0 0 CI 0 0 0 O g' -
23' AT \--6'CRUSHED STONE OR MECHANICAL ::7 URUZE F1DW LEVFJ.ERS
3/4'TO i 1/2' DOUBLE WASHED STONE
r, 6 :SLOPE) COMPACTION. (13.221 [2)) 23'AT TAT
DEPTH OF FLOW - -4' ( B x SLOPE) IT It SLOPE) -
FOUNDATION TEE SIZES: H-1O'D-BOX off 5U8-362-4541
INLET DEPTH - iD'.
OUTLET DEPTH _ SEPTIC PROFILE 1DX 5DB-362-966D
10.4' downcopv.com
SEPTIC TANK
NOT TO SCALE Own cope engineering, 62C.
Scale:1"= 20' _ civil engineers
BOTTOM OF land survi9yors
T.H. # 1 EL.31.2 939 Main Street ( Rte 6A)
DU #98-253 0 10 20 30 40 50 FEET NO WATER FOUND YARMOUTHPORT MA 02675
1
l
'
I ;
SEPTIC IE3TES. SEPT DESIGN":
(GARBAGE DISPOSER 1S NOT ALLOWED)
WEQUAQUEr LAKE
LEGEND.
• 1 . VERTICAL DATUM IS ASSUMED FROM HYANNIS QUAD. DESIGN FLOW: 3 BEDROOMS AT 110 GPD/BDRM. 330 GPD
2.- MV U`N`fCfPAL WATER IS' AVAILABLE
USE A 330 GPD DESIGN .FLOW
SEPTIC TANK:
3. MINIMUM PIPE PITCH TO BE 1/8 PER SOOT.
s EXISTING CONTOUR _ -
�_ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO-BE AASHO-H-1(} 330 GP[} X 2b0 &6f GAt -,( 50C� i�ffPJ. -
PROPOSED CONTOUR
Locus 57 USE A 1500 GALLON SEPTIC TxNK H-10 LOADING
5. PIPE JOINTS TO BE MADE WATERTIGHT.
ROM2% LEACHING: GALLEY CONFIGURATION
49.25 PROPOSED SPOT ELEVATION
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS:
aow sr LOT 4 ENVIRONMENTAL CODE TITLE V.
LONG POND POST`LIGHT UNSUITABLE.SOIL SOIL TO BE REMOVED ) ( )
PB ,3$9 PG g6 ExIaTING.s M{ID!` _ .34 .. 1 12.
FOR 5 -AROUND LEACHING 7. 'TH1S PLAN IS FOR PROPOSED WORK- ONLY AND• NOT TO BE ��� `-- _ GPf3
(TO Cl LAYER. SEE TH LOGS)
EAPTH BERM TO REMAIN --
ADRIENNE SIEGEL REPLACE WITH CLEAN MEDIUM SAND." USED FOR LOT LINE STAKING. BOTTOM:_25.0' x 12.83'- / 74 = _237_ GPD
}• TEST HOLE OB 4506,PG 140 CONCRETE BOUND
MAP 229 PCL 128 BENCHMARK . 8 PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. =
---------------------- -------------- ELEV.= 46.30'
. -- ------
ASSUMED DATUM 9. NO GARBAGE DISPOSER ALLOWED. TOTAL: _472 _ S.F. _349_ GPD
4aa
ACME OR E 2 DAL
PROPOSED GAS LINE.. USE O 500 GALLON LEACHING CHAMBERS 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ( Q )
1 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED WITH 4' OF STONE ALL AROUND
W PROPOSED. WATER LINE 0 FROM-BOARD Cf HEALTH.
LOCUS MAP - _ : �
SCALE 1" = 2083' x x x PROPosED FENCE --------=-- -----------------
------ 11. ENGINEER TO INSPECT REMOVAL AND REPLACEMENT OF
UN'SLRTABLE SOIL.
SWALE
ASSESSORS MAP 229 PARCEL 99 PB 110 PG 139
,
FLOODZONE: C BARN PANEL 5 RECORDED 7/15/53 PROPOSED SHRUB N 2%MIN.
.. s
AF' DISTRICT. (NOT A ZONE .11) MAP 229 PCL 99 i . T.O.F. AT EL. 50.5' H-10 ACCESS COVERS _
�. t 1 ' TO WITHIN 6" OF GRADE (TYP.) (1) H-t0 ACCESS COVERS _
ZONING: -RD-1 �� Area = �q. t ( )
\ EXISTING USE: VACANT LAND FORMER HOUSE SITE) PROPOSED EVERGREEN 12,3re ftf
( r ` 0.24 ACreS�, 1. _ TO WITHIN 3" OF.GRADE TYP.
PRO-POSED USE: SINGLE FAMILY RESIDENCE �'' .•,� 48.2 RUN PIPES LEVEL
,� .; ` , 1 •' FOR FIRST 2'
NilIL .• ,..•..•• 1
�.
PROVfQEf?-
f ,.•. .. � _ t � .: E 2" DO.t1BLEEWASh1EI� �'EA•STQNE�
2% SLOP OVER
PROPOSEU TREE ' . ,,.>' _; ,••�; ` i ; 46.83 OR FABRIC
GEOTEXTILE
,T 2 1 PROPOSED 1500 /� 3'-MAX.
MIN. LOT AREA - 40,000 SF 1 3fi4fSF . . '-. 1
2, •.•: _ ,
•.• _-�
•. � i;ALEON SEPTFC' 45.18
. . - - -- .:. - !.
BUILDING SETBACKS: (VERIFY WITH TOWN OFFICIALS) O \ GAL
H ; 1 45.43 TANK (H- 10 ) cas te 43.65
4
� 44.4
.. ..,-•, 00 GAL H-10 0 0 0 0 0 O
: r :. H. ••• ''• .•' + SEPTIC TANK i ..1 :. .''. BAFFLE 43.82 43.6' 0 Q Q .- o-
0.. - .• :•:� •z :• 1 -D=BOX W COVER"- Cl 0 [a m O 0
FRONT- -30 (100 ON- ROUTE 28) 31.1 ; 45. F
O F /
>.
SIDE - 10 FT. 16.1' •' •. -. "' WATER TEST FOR LEVEL 2' O CT I D O 0 0 m ED 0- TH1 i 1
REAR 10 FT. ..•' . , /,. 41.6'
„ UTILIZE FLOW LEVELERS �^
• 20' /!T &: _CftUSI�fEf}.STONE OR A4€CI IA�LICAL•,
N/A '�, 1 1 a� Q 3/4 =TE} 1 1/2 DocrBeE``WASHEU STONE
_ - - -
t; e1 0 �_ ? _ G SLOPE) ' COMPACTION. (15.22I [2]) AT ,
�0- i i o AT
DEPTH OF FLOW = 4' ( SLOPE) (1% SLOPE)
1 m _ FOUNDATION TEE'SIZES: H-fi 0 '1 B(IX
INLET DEPTH = 10"
49:5. ' 14_"
-OWNER/RPPLICANT: JACQUES N. AA4RkN, PRES BAYBERRY BLHLDI:kG CO.
_ _ OUTLET DEPTH 10.4'
1597 FALMOUTF ROAD, SUhfE #4, CENTERVILLE, MA`02632 �-. BULKHEAD 1 LOT 3 SEPTIC TANK SEPTIC PRQPILE
PHONE: 775-8822 FAX 508-771-21 16 _ P (7 rn0 -N a EL. 50.0 16.1' L PB 389 PG 96 NOT TO SCALE
DB 12490- PAGE` 136 9 G, c''
O 100% RESERVE �' DB 1,4Y & ELA1NE HRYNKO
2.00' _ 1 DB 14830 PG .179
0. ,, MAP 229 PCL 099
O W HVAC o 1
Z 0 1 BOTTOM OF
C f 14.OQ' t
1 T:H. # -T.. EL:3r2
Z � y 10.5'
Q N 1 NO WATER FOUND
= 11.3 1 N
Ul
PROPOS WOODFIPAME HOUSE 1
33. `
3 ROOM. RESIDE - E 1 ..
EMovE TOP OF FNDN ,_ 50.5' i
EVANDRO 'DECASTRt33 LD. SLAB _ •.
DB 18898 PG 156 i I LOCK FIRST FLOOR = , 51 .('` 1 _
_ GENERAL NOTES:
OUNDATION
i ELEV.
49.94' t ,
EXIST. I rn ' ; 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
DIRT I a" �'' � _ CONAPPROXIMATE. PRIOR TO ANY TRACTOR SHALL-.MAKE THE REQWREI10N ON 72 HOU>2IS SITE, THE NOTIFICATIONETO DIG SAFE 1-
i NG
DRIVE i EL.;.-49.8 30.40' o f w
888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
31.1' I REMAINS OF 18 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
w - i DEMOLISHED,,, OP, STEP COMPONENTS AND METHODS EMPLOYED ON THIS
HOME 2: ALL CONSTRUCTION MATERIALS,
PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION_REGULATIONS
O
(TO BE REMOVED) , AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS
i I r^' , ..
. FOR BRIDGESS-AND HIGR'fVI�;4YS-AS Mv4EIIElED TO PRESENT:-
3. 4" LOAM AND SEED ALL DISTURBED AREAS, EROSION CONTROL NETTING ON SLOPES > 10%.
afi I
........... . CTION_... .. z 01�ISTRtJ
4 VERIFY NATURAL•SOIL OONi1tTIONS 'lt1JDER-,FOUNDATION .FQOTINGS_f'RIOR TO C
5. EXISTING CONDITIONS FROM 1998 FIELD SURVEY BY DOWN CAPE ENGINEERING, INC.
I i I I
1 I No _ W I I
gyp' i 49 I rn ?� I I PROP. LAWN
TEST HOLE LOGS -
2.5' WIDE
SITE PL
AN
RESIDENTIAL S SIDEWALK
TO BE -REMOVED
OF LAND IN I I I' / ENGINEER: 'ARNE' H. OJALA P.E.
I i I PROPOSED SP
C NTERVI LL_E BAR NSTAB LE MA -
C ) ,
POSED ROCK . i ROP. PAVED DRIV - _ I- � .-- - - --
WITN ESS: EDWAR�1 BARRY`(BOIi}- I
#1358 FALMOUTH ROAD (RT.28) SL PE STABILIZATION
L x DATE: 1 o/22/ss 10 A.M. P#8800
- \ \ x. x_x -
PERC. RATE
PREPARED FOR f \ x � � x <2 MIN/IN. IN Cl
x
49
BA YBRR Y B UILII}I1VG CD.; INC. - oo.00' u
5a - -- - - \
>
TEST HOLE #1 TEST HOLE #2
``... \` \\ >. W
J.ACQUE�S - N �vIORIN, PRESIIIEI'ETT �� O"
\ �.\ �„ EL.44.2 - EL.44.2
DATE: SEPTEMBER 18, '`20O6
4g \ A L.SAND FILL
'4 \
� .. O I3 .LOAMY SAND. A L.SMD,
1OYR 3/3 24" 42.2
\\ PROP. LAWN
\ E :T APPROX. RRCP: TELEPHONE lI 1 n 30" 41.7
r:. WATERLINE MANHOLE PAVED SWALE -_
SCALE: 1 " - 10' M „: IRT 10YR 3/3
6 i�;lAldlr`.SAPIIf3�.
\ DRIVE '
CAU7101 . (2) GAS MAINS F 44
40 5
20 0 20 40 60 Feet ONE HIGH PRESSURE
r 1
`----- -
\50.7 50.8 - ----•••--"---------------------
C1 LOAMY SAND
0.6 : -.-- ------------ ---� ---- ---- --------- 509 OYR /1 4 4
--_- -----------'�\-------- EDGE PAVE NO BERM TOP PERC
EXISTING DRIVEWAY AT 40" C110YR 4%OAMY ENO
APRON 50.6 _r 34 'GAL. 7N
------ 9 MIN: .
------ <2 MIN/IN.
50.4
off .508-362-4541 ROUTE 28 HI�lHW A 1
---�7
fox 508 362-9880
(g0 TIDE LAY�U`F - C�- 1931 tAYOu
STATE ,
317+50
_ I
C2 M/F SAND C2 M/F SAND
CEO Wn cap e en gIn eerin g, In C. I 318 2.5Y 7/2 . . 2.5Y r/2 ,
4 1K OF Mqs �Zki OF M,gssq
Cl VIL E{VGINEERS
o� oA�,IELa N DANIEL �� -----------
LAND SURVEYORS o.tvlA co A. ------------------------------------------ 1 6 14�F"
O�
9J�9 MD//7 Street - YARMOU THPOR T, MASS. 1+ 0.4 0 a, 0.4 9 -_--------------- --------------- -_---- - - NO GROUNDWATER ENCOUNTERED 32.2
FIRE HYDRANT ,516�r • � SITE PLAN- ,
11 -OFF RAVEML�IT'
sty.- SCALE: 1" - 10'
DCE#98-253 I L A. OJA , DATE - 98-253A_2006DDF.DWG (DAO)
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