HomeMy WebLinkAbout0070 HIGHLAND DRIVE - Health _ . 70 HIGHLAND DRIVE
Centerville
A = 190 - 138
SMEAD
No.2-153LOR
UPC 12534
smoad.com • Mad*in USA
OjiMR UffD N AiS NIOOIKi IIt
F1 pF111ESFIiIgOtAM acu�s
MAMSFFROOPAKWO
TOWN OF BARNSTABLE
LOCATION '17o N►gy Jofxk -DriVc- SEWAGE# ZO)y - Z53
VILLAGE Ccn4cru;1 Ic ASSESSOR'S MAP&PARCEL 190 - 139
INSTALLER'S NAME&PHONE NO. Q EXCayy��i o✓1
SEPTIC TANK CAPACITY 1500 Qa 1
LEACHING FACILITY. (type)(2)-rye n ch c S . (size) Z x 3 x 3 3
NO. OF BEDROOMS
OWNER Sicyc ColcIIa.
PERMIT DATE: -31 - i COMPLIANCE DATE:
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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
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No. A Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for Vsposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair K) Upgrade( ) Abandon( ) 2/complete System ❑Individual Components
Location Address or Lot No. 70 1 ci h 1an o Tj( `..fin .Owner's Name,Address,and Tel.No.
AAeue Co ,el/a- 7�/ -83 y -79l/
Assessor's Map/Parcel �l �90~ I7o/le/ I`3 8 St
Installer' Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
OY-0 �kGQV0_1-10 1 -30P-47� D -Down &-pt. 6W ince t0 9 5OP362� Syi
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other , Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Desi n flow provided _3NI gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank / ®y Type of S.A.S.
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 Certificate of
Compliance has been issued by this Board o e th.
S d Date 3 1'f!y
Application Approved by Date 3l ?�i
Application Disapprove Date
for the following reasons
Permit No, &H M Date Issued --03 Vzo 17
IVo.00 19 ,;?�J ! Fee VOA
THE COMMONWEALTH OP MASSACHUSETTS Entered in computer:
rt , Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for Disposal *pstem Construction Permit
Application for a Perrnitto Construct( ) Repair K) Upgrade( ) Abandon( ) R/Complete System ❑Individual Components
Location Address or Lot No. 10 i�1►1 D( L e(1 �O ner's Name Address,and Tel.No.
Assessor's Map/Parcel —IQp j gl o-_-Poe
S��eve 7�1
Ins Ile? ame,Address,and Tel.No. Designer's Name,Address,and Tel.No. 1
y �xL rlllXf�U�I Sod-4 y�l- U�,53 �UK/q ( � rrLgl:0
Type of Building:
Dwel ing'" No.ofBeedrooms .3 Lot Size sq.ft. Garbage Grinder( ).
Other ,Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
1' Design Flow(min.required) 3 3 U gpd De si flow provided 3y9 gpd
Plan Date 7 r 9"1 Number of sheets Revision Date
Title
Size of Septic Tank 1 5 d J Type of S.A.S.
Description of Soil
4 . 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 Certificate of
Compliance has been issued by this Board off e lth.
d Date ( 3 1" '
Application Approved b Date 31 1)�y . .
Application Disapprove y Date
for the following reasons
Permit No. — ZiS 3 Date Issued 03 l 17V 7
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
�- THIS IS TOCE CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(u) Upgraded( )
Abandoned( )by 1318 �xtnvc4f inn
at '1 U has been constructed in accordance
with the pr"I ions f Title 5 and the for Disposal System Construction Permit Noo7QW?5 dated 9
Installer K& cz 7 :, I L ro V Designer UQ W o �� \' j�
#bedrooms � Approved ig flow v 33 Y gp�
The issuance t
i#O
f be construed as a guarantee that the syste 1 ct'"di d.Date Inspector v t,
60-
No. 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Vsposai 6pstrm Construction"Permit
Permission is hereby granted to Construct( )..., Re`�pair( Upgrade( ) Abandon( )
System located at N 1 0 h i s o C 1 V t . (i( r1�2 y i l l f
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 perm' .
Date I 70 / Approved by f
T_ _r-
i
b
alk
le//1
Tom of B �Z
�rns�.bl�
Departitneut of Regulatory.Services
Public Health Division DateMAM
� l
nosy. 200 Main Street,Hyannis MA 02601
I in
Date Scheduled 'Fe'e
Soi W tabzlity .A.ssessment,�or S`ewage DisposalPerformed-By: Gf
Witnessed By:
LCCA.TACF GFENER[ L WFOktMATt N
Location Address 7o f k le Owner's Name ZS
`/_�.�____j
• Ce,•l �,pl�!� Address
Assessor's Map/Parcel: /90/°5 Q Engineer's Name
NEW CONSTRUCTION REPAIR Telephone# ,i ok 3 P p'r ty
t� '
Land Use: a Slopes(%) G"> > Surface Stones 04 e
Distance's from: Open Water Body possible Wet Area I> R Dr!aking Water Well / C ft
Drainage Way>V c/ ft Property Line t ft Other ft
SIMTCHo(Sheet name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands-In proximity to holes)
C)
7V
rn
Parent material(geologic) � Q� o(A41R/A Depth to BadrgClt
—Depth to uroundwrater:'Standhig Wntc'r in Hole: � �`� ...- Weeping from PI Pne¢
A//Estimated Seasonal
y�HrgighG�yro�u�n-d�w�a�tgerr�-�•n7�7 7�/-�77� �I ��•A y �y�•WATER
TABLE
JI��dy.JL��AlYA91.W.CA NATION FOR SEASONAL HIGH )'Y ATE
Method Used: _4 6 W F
Depth Observed standing in obs.hole: la. Deptli to sg11 moulest -
Depth to weeping from side of obs.hole: In, Groundwater Adjustment fr. to
Index Well# Reading Date: Index Well lcYal.: Adj,thctor_Adj.(lrouitdwater Level� � •(
PERCOLATION TEST
Observation
Hole# TImo at 9"
Depth of Perc Tltne At G"
Start Pre-soak Time @ l � Timo(9"-6")
End Pro-soak
RateMindlach
Site Suitability Assessment: Site Fassed Sitg Filled: Additional Testing Needed(YIN)
Original: Public health Dlvlsion Observation Hole,Data To Be Completed on Back-----
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable ConsgVation Division at least one(1)weep prior to beginnWg.
Q:1S EPTIC\PER CFORM.D 0 C
i z
DEEP.OBSER'VATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders,
o i ten:V W ravel)
- 3 L S r rryR 3/z
- 1 g . L. 5., / R 4
134�0 C lqlcGrave-
DEEP OBSERVATION HOL197L0G Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulder-
s.
o sis en G ve
®-3 Ls * (6yR ?-
L5 /0 R3/�,
I Z(V L A/6
DEEP OBSERVATION ITOLE LOG Hole�.
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
QonsIstrnrL.Ygp e
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil tither
Surface(in.) (USDA) (Munsell) Mottling (Structure,Statics;$oulders.
Consistency.
Flood Insurance Rate Map
Above 500 year flood boundary No Yes . ._
Within 500 year boundary No Yes
Within 100 year flood boundary No.� Yts_,—
Depth of NaturaD y Occurring Pervious Material
Does at least four feet of naturally occurring perviou mtiterial exist in all areas observed throughout the
area proposed for the soil absorption system? Y
If not,what is the depth of naturally occurring pervious matorlall
Certification ///J Z
I certify that on 2 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expertise and experience described in�10 CMR 15.017.
Signature Datb
Q:�S,I3PTIL7PERCPORM.D0C
08-12-14;02: 18PM;From: To:15087906304 ;7744137476 # 2/ 2
FROM :down Cape engineering inc FAX NO. :�1506362S o Aug. 12 2014 01:16PM P1
Regulatory 5
ianas PubVe
16g¢
Thomas McKvm,Dire,rtor
:Zt o Mein Strtk-,'Jffyammi»,XA,0260-IL
Ofkice: SQS•B6'�-464h Fsx: 50$-790 G30d
Tneta!]l� 1pesig'q ' _Cn+'r ki ai<saai Y{'c� o➢
( was i.5su.cd a prmut to III yfall A
5EDLie.6y.lacm at_ �. _based im F.design draVU by
�addzes$)
I certify that th.0 ae.-Ptn systmal..rafarr.nred abuvc wb,- insttilltxl subst iutially accord u(;to
rb!s de.ai�;n,which ulay 7tu:3t��e r�lirwr A}rpTov+:�� r$anges such ss .l.attrst ie]or;Ati,r�i, of the
�{�iyixtinn box,alAy.r:seYtir.tAiik.
I ccl L that the septic 9y-�xm 1cfrcenced above was install(-A'Wil MRjar. OhMOZy
-- ' heater than 10' ,lt>taie'mlocaiiuu ofthi SAS cc any wrrfiical,rf:locatian d any cuut�sonulit
of the:,qtir;ryatcm)btLt iu a.ccoLdanm with.Stme,A*-Lcral.Xr:gulatinns- Plan.ruviS.inn Ul
car.ti'up:d D2-limit by drsipt=to fallow.
,[LI,'i +T 4�7 '•I]Y �' gal?i�_ �.+.,
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esigu�i�oatiiia} � (A.ffuzl��aignr.�'s bam�err,�
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NOTES o�
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE 1. DATUM IS ASSUMED Gr o 0
MARKED WITH MAGNETIC TAPE OR pr s
COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING a
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE ° s
\ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST oc
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRE OVER SYSTEM 6O.4t'
UNITS TO BE AASHO H-LL(
PRECAST H-10 NOTE: 2" MIN. WALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. choppo Locus PPdP
RISERS (TYP.) THICKNESS REQUIRED
2'o 4"OSCH40 PVC 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE U' is Greo crsh
.. PIPES LEVEL 1ST 2' 2., PEASTONE OR GEOTEXTILE WITH 310 CMR 15.000 (TITLE 5.) o n h
+ ' FILTER FABRIC EVER STONE
,* 57.46' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND v3
58.5 10" 1500 GAL H-10 14." >
.y 57 68' TEE SEPTIC TANK TEE 57.43O�HEROPURPOS D FOR LOT LINE STAKING OR ANY
f;o00'-00o000,'
a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o R
6" MIN. SUMP0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d°o°o°o°o°o°o°o°o°o°o°o°o 0 0°0°0°0°0°00000°� o°o°o°o°o°o°o J°O°�°0o�0�0O 56.96 °O°O°O°O°O°O°O°O°O°O°O°O O O°O°O°O°O°O°O°O° °O°O°O°0°O°O°O C U�°°o°o°o°o°0 12" MIN. INT. DIM. °o°o°o°o°o°o°o°o°o°0°0°0 0 0°0°0°0°0°0°000° °o°o°o°o000000 , 2 S / �IGAS BAFFLE:.; oo 0 0_ °O°p°O°p°p°O°O°O°O°O°p°p O p°O°p°O°O°O°O°O O°O°O°o°O°O°p02 54.8 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. R Ute ll R }0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o O o 0 0 0 0 0 0 p
57.16' 56.99 4" PVC SET AT .005' SLOPE
+: 4' LIQ. LEVEL (ACME OR EQUAL) :; /'
' ON 2' DOUBLE WASHED 3/4" - 1 1/2" STONE 9. COMPONENTS NOT TO BE BACKFILLED OR
° `' ''`'` "" CONCEALED WITHOUT INSPECTION BY BOARD OF
J000OOo000o0o0o0o00600000006000°0000000000o0t
° ° ° ° ° ° ° ° 00000000000 ° o ° ° ° ° 0 ° ° HEALTH AND PERMISSION OBTAINED FROM BOARD
0000000�000000000000 °0�0„0°0„0�0°00000.
5.0' OF HEALTH.
6" CRUSHED STONE OR MECHANICAL
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPACTION. (15.221 [2]) CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE OF ALL UNDERGROUND
( ) ( 1 OVERHEAD UTILiTI0 SA
TION% SLOPE) PRIOR TO COMMENCEMENT OF LOCUS MAP
( 3.7 1 % SLOPE % SLOPE)
BOTTOM TH 1 ELEV. 49.8' WORK.
FOUNDATION- 22' SEPTIC TANK 27' LEACHING D' BOX 5' FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 190 PARCEL 138
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY.
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN
LEGEND SAND`
99 - EXISTING CONTOUR
X 99 1 EXIST. SPOT ELEV.
-[99]- PROPOSED CONTOUR
198.4 57.12 9.49
] PROPOSED SPOT EL �g
TH1 /
TEST HOLE SYSTEM DESIGN:
57.3
2> SLOPE OF GROUND
GARBAGE DISPOSER IS NOT ALLOWED
UTILITY POLE 59.1 60 60
o.o� a0 DESIGN FLOW: 3 BEDROOMS ,C� 1?Q GPD = 330 GPD
FIRE HYDRANT 595 Ftin BENCHMARK - CORNER CONC. - I SE A _330 on __InJ FLOW
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING POOL APRON. ELEV.'= ��.9 -1
o� 59 60.03 SEPTIC TANK.: 330 GPD (2) 660
INGROUND
Pool 60 USE A 1500 GAL. SEPTIC TANK
.
TEST HOLE LOGS 58.32 A 59.q�o 0 03 60. 60.0 60.00 LEACHING:
ENGINEER:
DANIEL E. GONSALVES, SE #13587 60.° 60.0 , 0.34 SIDES: 2[2 (32 + 3) 2 (.74)] = 207 GPD
� �9� � �ti
WITNESS: D. DESMARAIS, RS sg 60.41 X 59,19 ,, , �,� BOTTOM 2[32 x 3 (.74)] = 142 GPD
DATE: 7/29/14 3 93 T, H2 TOTAL. 472 S.F. 349 GPD
PERC. RATE _ < 2 MIN/INCH 59.22 60 DECK CK 60 X 59.54 60 �� / 11 .52 60.49
; USE (2) 32' LONG x 3' WIDE x 2' DEEP
LEACH TRENCHES OF PERF. SCH. 40 PVC PIPE AND STONE
CLASS I SOILS P# 14441 /� '�pO �/wILD\� � TH1 �i w�
�O �� ,�7 X 61 FL
\ C'� .26 \ RDEN / t� .25
ELEV. ELEV. ��
6
4OPP 4
\ / 60.19 �
60.29
A A PAVED 62.03 62.y)
LS LS DRIVE 6 1 - 6F. 6 MA
1OYR 3/2 1OYR 3/2 8.70 6 .45 EXIST. DWELL. r 60.47 APPROVED DATE BOARD OF HEALTH
39' 3" \ 60.18 / TOP FNDN. EL.62.4' 61.20
B B `\ - 61 INV. OUT EL. 58.5' '51 TITLE 5 SITE PLAN
0
59.43
LS LS \ / o�� �� 3 OF
\ c,
13" 10YR 3/6 59 2' 14„ 10YR 3/6 59 1 ' °� 60.0, / P��., 0 70 HIGHLAND DRIVE
59.;1
\ o
5 0
CENTERVILLE, MA
PERC
9.
C C �0.01 0 LOT 32 0.8o PREPARED FOR
15,620 Sq. Ft.
T�,j��rFr,ySB&B EXCAVATION/COLELLA
MS MS \ O
vk G Q A.
'? DATE: JULY 29, 2014
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10YR 6/6 10YR 6/6 \ .� v „, ���, � �
off 508-362-4541
'X 6000
fax 508-362-9880
r, t4 i ��' �� ,, downcope.com
4f0w/1 cape engineePing, MC.
126" 49.8' 126" 49.8' �j` \\ civil engineers
Sccle: 1"= 20' g6 /, -2c �l / 1 crud surveyors
NO GROUNDWATER ENCOUNTERED 5g 7 1 9J9 Main Street ( Rte 6A)
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
DCE # , 4- ' 73 14-173 B&B_COLELLA.DWG
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