HomeMy WebLinkAbout0165 HOLLY POINT ROAD - Health 165 Hollypoint Road
Centerville
A=232-016
FS mEAD
No.2-153L.OR
UPC 12SU
.m..d.ean • Ma&1n USA
Wf u1p MN1�pp1IQ W
SH
TOWN OFBA-RNSTABLE
LOCATION I0- 17(01(4P®7 kl� SEWAGE# Aa yJ
VILLAGE � �QOZIL� ASSESSOR'S MAP&PARCEL vZSZ— 016
INSTALLER'S NAME&PHONE NO. tK "eA.,f-C%Jj�_ / ):2Vgn2pci�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (, oft (size) JY-2V
NO.OF BEDROOMS
,
OWNER
PERMIT DATE: COMPLIANCE DATE: iZ /�
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
7
q2
�Y
o =
No. r Fee �D
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
9ppYieation for Misposal 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair( Upgrade X Abandon( ) ❑Complete System ❑Individual Components
Location Address Lot No.L Z9 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Ins ler's Name,Address,and Tel.No. �'d -WCv Designer's Name,Ad a� 5_Z?-3�
ress,and Tel.No. D
`
4jr,jX 10ZS6
Type of Building: 2
Dwelling No.of Bedrooms c� Lot Size lL7Tl sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3SM gpd
Plan Date 00 1 Number of sheets Z— Revision Date
Title 411C
If WA
Size of Septic Tank Type of S.A.S. Q
Description of Soil f
/ Y
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 an not to place the system in operation until a Certificate of
Compliance has been issued by this Board of He
ned Date ,3
Application Approved by Date ✓
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
D• No. � Fee D
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ppYicatiou for Biaposalipstem (Construction Permit
- f
Application for a Permit to Construct( ) Repair(A Upgrade(>I'Abandon( ) ❑Complete System ❑Individual Components
Location Address o Lot No.I Z 9 56 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Inst ler' Name,Address,anq Tel.No.33F
_74/ i6 -2,040 Designer's ame,Address,and Tel.No. 57,)ff'_ SZ 9_36'0V
Type of Building:
Dwelling No.of Bedrooms Lot Size 1 3-1 771 sq.ft. Garbage Grinder( )
Other Type of Building &_/C(04W No.of Persons Showers( ) Cafeteria( )
i
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3 SZ gpd
Plan Date �/ Z Zv Number of sheets Z- Revision Date
'>Title
Size of Septic Tank Type of S.A.S. Z �o��Mu D BnJ
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 an. not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health-7
gnedJ / -// C, Date ?17
Application Approved by J. / �Y Date
Application Disapproved by (, '"`" Date
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(x )
Abandoned( )by e G 4�e_
at /6 S 14111d 1�14 �O/7 has been co"na cewith the provisions f TTii e 5 and the for isposal System Construction Permit Nod
Installer F✓ � Designer /�2rCP�/
#bedrooms 3 Approved design flow gpd
The issuance of this permit shaltnot be c strued as a guarantee that the syst wi 'fitn• o ig d.
Date 3 Inspecto�
-------- --- --------------- -_- : - . : _ _- - -Z.-7 - - ----- - . -Fee-
D �✓'
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ,
Disposal *pstem (Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Uladee j� Jbandon( )
System located at
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.
r
Provided:Cons cti t be ompleted within three years of the date of this permit.
Date Approved by j
1
No. = Fee CQ "`
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for Misposal ,*pstrm Construttion permit
Application for a Permit to Construct( ) Repair`/'t Uppa&( ) =Abandon( ) Complete System El Individual Components
Location Address or Lot No. N
_`� V V t l�.Q Owner's me,Address,an 'el.�j No. J f
Assessor's Map/Parcel Z3 Z- l(w 142.Q — (�s({GJ N 02X 33
Installer's Name7Ad;cd1r,,ss,and Tel.No. Designer's Name,Address,and Tel.No. EZ)v %vo
Sb� yG� v As
t
Type of Buil g:
Dwelling No.of Bedrooms 1 -mil C-f Lot Size 7�sq.ft. Garbage Grinder
nn ( )
Other Type of Building `�$t No.of Persons Showers( ) Cafeteria( )
Other Fixtures L40Ln
Design Flow(min.required) IS-6 6 gpd Design flow provided 3?p 6 gpd
Plan Date t/Zq A3 Numb of sheets Revision Date
Title it -e
Size of Septic Tank 'SUQ Type of S.A.S. Out ¢- 4& bA d7
Description of Soil
Nature of Repairs oreialions(Answer when a plicable)
J '
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 Environm tal Code and not place the system in operation until a Certificate of
Compliance has been issued by this Board of Health
Signe 7 Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued 1.), l l
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliante
THIS IS TO CERTIFY, t th On-site Sege Disposal system Constructed( ) Repaired(�'j Upgraded( )
Abandoned( )by rr __
at f`" `� Qo c rl,� C9'b �11��1�e has been constructed in accordance )
with the provisions of Title 5 and the for Disposal System Construction Permit No.o�/3 'Amsted J�3 ! 3
Installer FS Lair Designer SA-5 guaubr
#bedrooms Approved design flow 33ro gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
!3 Fee
#` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ?
- + Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
20plitatlon for Vspp sal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair( �Upg q de(. ),,Arbandon( ) Complete System ❑Individual Components "
Location Address or Lot No. ((0, 1 Owner's y�me,Address,an el.No.
svvi eve�� l� _�-�r2U"f IZLp L_._Aj
Assessor'sMap/Parcel Z3 2 - I4o �� 4 L , (L+ E,(C tj. UZ3�3
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. SDP-5--Z
Arl ��e �/G— vv Ho R e 1 9Ul' c 1 F wyl vz 5_4
Type of Buil ng:
Dwelling No.of Bedrooms i y t y�-P Lot Size I ✓,�7 sq.ft. Garbage Grinder( )
Other Type of Building 1,40 Sk Pita No.of Persons Showers( ) Cafeteria( )
Other Fixtures D d
Design Flow(min.required) '�� gpd Design flow provided 3 gpd
Plan Date (A 9 A Numb of sheets Revision Date
Title 5c t } F' S�+v A-& - 1
Size of Septic Tank UQ Type of S.A.S. GPUt it 0.- UC vs ba 4 ��
Description of Soil \/'L
CvzvSe S +� 7r�Ll ,6 l 5
Nature of Repairs or Alterations(Anssw-er•when applicable)
Date last inspected: ya
i
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
i
accordance with the provisions of Title 5 of the Environmental Code and not Wplace the system in operation until a Certificate of
Compliance has been issued by this Board of Health./'
Signe Date
Application Approved by Date I .3
a /1
Application Disapproved by y Date
for the,following reasons
Permit No. Date Issued 3
- = - ---------------------- - _ ------- -----------------
THE COMMONWEALTH OF MASSACHUSETTS r.
i
BARNSTABLE, MASSACHUSETTS
C Certificate of Compliance
THIS IS TO CERTIFY, hat th On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( )
Abandoned( )by /��G
at l Vv(�`1 < n+ �9�-�'$t y k has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.�/3 'dated
Installer OL F'a t k Designer C—�P, S S u Lr&
! #bedrooms Approved design flow '�3 gpd
The issuance of this permit shallI be,construed a guarantee that the system will functio n as designed"k
f --'
Date , r a Inspector i- '" •--�--�
No. J6 . Fee C
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
k JMisposal *pstem Construction Permit
Permission is hereby granted to Co struc ( ) (( Q,jRepair(X) Upgrade( ) Abandon( )
System located at ��� li �,► V1
l •
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 omplete within three years of the date of th' permit.
Date Approved by
Town of Barnstable
`"E'Ow Regulatory Services
Thomas F. Geiler, Director
MASS. Public Health Division
r£o MAC Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form 23 d
Date: J Ili 3
Designer: �� :5WVS, Installer: aON
Address: '� `Q QO� 2 Address: U91
On �1/ was issued a permit to install a
(date) (# tal er)
septic system at � � / 9W- (oz;Cased on a design drawn by
(adii ess)
�� ✓' 04�_' dated -3114,113
(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 of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by esigner to follow.
H or d,q,
DAVID oyGN
Y / o D
(` stapler's ature) FLAHERT`(, JR. U
No. 1211
40
sT0'
S4NITWN`
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE :ISSUED UNTIL; BOTH THIS FORM AND AS-
BUILT-CARD ARE RECEIVED BY THE BARNSTABLE PU13LIC HEALTH DIVISION.
THANK YOU.
Q: Health/Sepdc/Designer Certification Form
i
r
Town of Barnstable P# ,/c3 fc5 0
' Department of Regulatory Services
RUMSrABLA
i Public Health Division Date
/
MASS.
j , ia3Sa 200 Main Street,Hyannis MA 02601
r rEn nett"
Date Scheduled '� Time Fee Pd. Ark/
Soil Suitability Assessment fog- Se age Disposal
Performed By:
Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address �� /�r�tp l y �n (� Owner's Name P"7 o�� ` ;//
4�
C-"�rl '� V0 Address LJ
Assessor's Map/Parcel: 0(fg
��Z— Engineer's Name(6 11
NEW CONSTRUCTION REPAIR Telephone# -0 SW
Land Use: a "" \ elllC� Slopp�es m (d b� Surface Stones cis lD
A bL'e \ft(t V(j A CjZ W r-
Distances from: Open Water Body _ft Possible Wet Area I16 g Drinking Water Well � t
Drainage Way AS/A ft Property U � r ' S
P Yne ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands•1n proximity to holes)
��LSGf W 'c
t
'.7al,K
I
.2d t •^lam 0
Parent material � /4
(geologic) � Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: �tMQ. Weeping from Pit FgCe 1IJ�0
Estimated Seasonal High Groundwater SZ 3 34' 1-7' j
' "11l 1 1 trs 1Gt-' •
DETE7 ATIO FOR SEASONAL HIGH WATER TABLE
Method Used: `�o( (�14 k,p � aq.S
Depth Obsery in obs.hole: In. Depth to sail In.
Dcp to weeping from side obs,hole: In, Groundwater Adjustmen f.
Index Well# Reading Date: Index Well level Adj,ihctbr:,,,,.,,,,�,_ Adj.Groundwater level T ('Y IlL
PERCOLATION TEST Dace t t e t 3Tttna__q_
Observation
Hole# X 05 2 Time at 9"
Depth of Perc .8 `�a Time at 6" 1 - AK
Start Pre-soak Time @ 16 k*x Time(9"-6")
End Pre-soak 1� Z) A t►� �{<< — `�
Rate Min./Inch
Site Suitability Assessment. Site Passed X — Site Failed: Additional Testing Needed(Y/N) �D
r Original: Public Health Division 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 Conservation Division at least e on 1 week prior to beginning.�' � ) b
P g g•
Q:\SEPTICIPERCPORM.DOC
r
DEEROBSERVATION HOLE LOG Hole# 1 (SZ•4
Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders.
o i ten y,%Uravel)
=a�'� 4/1
p l 2D ae V�s4
5 I `�✓Z l8 p /0 5��{'
4X
DEEP OBSERVATION HOLE LOG Hole# Z '5Z..S
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
C—OnNistency.%Grave
4' Loam•(
CAav SS 4/6 l
t D%S�•�ntp
OBI a ►' �,
c
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
;Consistency, Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency
y
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes
Within 500 year boundary No Yes '
Within 100 year flood boundary No._ Yes,:,_.,,._
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? e S
If not,what is the depth of naturally occurring pervious material?
Certification (J /
I certify that on r• L_(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 trai ing,e r' e and experience described in�10 CMR 15.017. /
Signature S� S'� Date J lZ!3! J 3
QAS.EPTiCTERCFORM.DOC
V
LOCUS DATA /IX ,32
O O
SHALLOW
POND
CURRENT OWNER DOROTHY HOLDEN
PLAN REFERENCE LCP 20239—C-4 O v UTILITY
�O Oi POLE �`' �cl
DEED REFERENCE CTF. 161600 1�x
�.PROPOSED 1500 P �'
GALLON SEPTIC = N
ZONING DISTRICT RD-1 O TANK EXISTING CESSPOOL TO BE WEQUAQUET
\ ��� I PUMPED CRUSHED AND LAKE LOCUS LOCUS MAP
FLOOD ZONE "C"
REMOVED FROM SITE IN
ASSESSORS MAP 232 N / ACCORDANCE WITH TITLE 5. NOT TO SCALE:
PARCEL 016 PROPOSED SAS. �' /� \ I o I 1 N ��, �, 13-0104
OVERLAY DISTRICT ZONE II — WP 13.0'x 25.0' / / �,`�' �, s� 1 5800„`� v- TBM
/ o w V- CORNER OF CONCRETE
LOT AREA 15,771 t S.F. �r D.T.H.1#, — ��� I 16 .00, w N PORCH EL=54.18
,0 10.8' � � � ► + ' � - 0 LOT #130
SITE & SEWAGE ^" , ,� 0,
REPAIR PLAN / s i
O , � moo, #
165 HOLLY POINT RD. (10
CEN TER VIL L E / 6 , OAK
IN / \ r /� #165 1 1
BARNSTABLE, MASS ` /` EXISTING CS 3 BEDROOM I I I I /
U / \ RANCH ' L 0 I/ , 129 /
DATE. JANUARY 29, 2013 ` � ��� DRIVEWAY IN 5 . 6 I I I / / / r / / /
REV. MARCH 6, 2013 /�' — �� 1 I I / / 15,771f s.F. , M
— /
OWNER/APPLICANT: Q / �rl
DOROTHY ` HOLDEN � � � - SS EXISTING
GARAGE Alo
165 HOLLY POINT RD. Lyl
CENTERVILLE
O ZN OF MA,
MA 02630 �
o� Gs \ \ \ \ \ I ad
SHEET 1 OF 2 EDWARD A. r 1 \ \ \\ \\ \ \ ` \ \ \ 1 /� 'QILij
STONE ��> N
No. s80�),
a \ 1 1
PREPARED BY: -� F� T o w ��
EAS SURVEY, INC. s% �� 3 Sao•
141 RT. 6A
P. O. BOX 1729
0 20 30 40 L 0 T #128 ! , , , , , + O
+
SANDWICH , MA 02563 r I +
I C � 100.0 TO WETLANDS �
PH. (508) 888-3619 GRAPHIC SCALE:
CELL (508) 527-3600 1 INCH = 20 FEET
RAISE COVERS TO WITHIN 6" OF FINISH GRADE SYSTEM DESIGN
RISER TO WITHIN 6"
TCF=54.34 FINISH GRADE � OF FINISHED GRADE
ELEV. 53.4 FINISH GRADE
ELEV. 52.3 ELEV. 52.4 DESIGN FLOW
.o / //C�� /�� GROUND ELEVATION 52.3 3 BEDROOMS AT 11_0 GPB/D 51a GPD
J A. 20' 00.04 TOP ELEV 50.5 1.8' OF COVER REQUIRED SEPTIC TANK
a 40' ® 0.02 12'®S=0.075 -
• SCH 40 -+r 4" PVC SCH 40 6'®S= 0.03 ❑{ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ 330 x_2 _ 660 GAL.
• INV.= A=51.76 INV.= 2 MIN-3 MAX
� .* INV.= B=51.76 50.96 10"TEE 14"TEE INV.= _ ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ M SEPTIC TANK PROVIDED = _1500 GAL.
INSTALL 50.76 6„ N ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
5'-7" GAS BAFFLE 4 OUTLETSIZE OF LEACHING FACILITY REQUIRED
4'-61 (2) 36" x 60" x 8.5' CHAMBERS
HOFA% /2 4'-1" LIQUID LEVEL D-BOX 6 H-20 500 GALLON CHAMBERS DESIGN PERC RATE <3 __MIN./INCH
, INV.=49.85 \IN'V.=49.50 o ci LONG TERM APPL. RATE�•74_GPD/S.F.
�o D VID S s INV.=49.68 a w
INLET "TEE' ►
o BOTTOM I_ 25.0' I b 47.5 SIZE OF LEACHING SYSTEM PROVIDED:
TY R 2 46.42 f "d ui
446 S.F. MIN. REQ.
N 21 PROPOSED 1,500 GALLON SEPTIC TANK 42.1 TH#2 330 + 0.74 SF/GPD =
SET ON 6" STONE BED OR COMPACTED GROUND POND ELEV=34.8 USING 2 CHAMBERS WITH 4' STONE AROUND
S4NI7A IPN'
r- /2 CONSTRUCTION NOTES: SIDEWALL = 2(13.0+25.0') x 2 = 152 S.F.
f/ J BOTTOM = 13.0' x 25.0' = 325 S.F.
13-0104-1 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND TOTAL LEACHING AREA = 477 S.F.
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING o 0 0 0 0 00000 477 S.F x 0.74 = 352 GPD
WORK ON HE SITE. 00000 0 0 000001
SITE �c SEWAGE o 352 GPD PROV > 330 GPD REQ. = 22 GPD RES.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 00808 . 0 8o000
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
REPAIR PLAN 3. IVEHICULAR OBTAIN
TRAFFIC, PARKING OF DETERMINATION
VEHICLES APPROPRIATE
PLACINGAUHORITY. 4' 5' 4'
MATERIALS THE
165 HOLLY POINT R D. S.A.S. AREA SE PROHIBITED SEPTIC TANK, DISTRIBUTION BOX AND 13.0' --�
I / c D.T.H. #1 � D.T.H. #2
CC/cq/V TER V IL L C GENERAL NOTESib
: END VIEW DATE: 1-28-13 DATE: 1-28-13
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GROUND ELEV. 52.4 GROUND ELEV. 52.3
N TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS DATUM: NO GROUNDWATER NO GROUNDWATER
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE A A
BARNSTABLE, MASS L
ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING VERTICAL DATUM: LOAMY SAND LOAMY SAND
tOYR 4/3
2013 ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. MSL± / BARNSTABLE GIS 6" 10YR 4/3 4„
DATE: JANUARY 29, 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
BENCH MARK USED: B B
REV: MARCH 6, CAPABLE OF WITHSTANDING H-10 LOADING UNLESS TOP OF CONCRETE ® PORCH
2013 LOAMY SAND LOAMY SAND
OTHERWISE SPECIFIED. 7.5YR 6/6 7.5YR 6/6
OWNER/APPLICANT: 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION ELEVATION 54.18
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. EL. = 50.7 20�� EL. 18"
DOROTHY HOLDEN 5. ANY
WI WITHIN 6" OF GRADE SHALL BRING MORT RED N P ACE. DTH #1 TESTA HOLTES E
OR
165 HOLLY POINT R D. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
CEN TER VI LLE 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF INDICATES NO MOTTLING C C 42"
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6' ABOVE P-1 42' PERC TEST NO WEEPING COARSE SAND COARSE SAND
YR 6/8 10YR 6/8
MA 02630 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND 122" INDICATES ADJ. GROUNDWATER 1100% GRAVEL 110 GRAVEL
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. _♦ 10� STONE 10%b STONE
SHEET 2 OF 2 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN NO OBS. GROUNDWATER
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE. NO OBSERVED GROUNDWATER
PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES NO G.WATER NO G.WATER
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS DEPTH TO BOTTOM OF HOLE 10.2' 120" 122"
EAS SURVEY, INC. BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC VARIANCES REQUESTED ELEV = 42.4 ELEV = 42.1
141 R T. 6 A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND B.O.H.
SHALL BE SLOPED 1/4 INCH PER FOOT MIN, EXCEPT FOR THE NONE DON DESMARAIS
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL SOIL EVALUATOR
P. O. B 0 X 1729 BE LEVEL I EDWARD A. STONE HAVE BEEN ED. STONE
12.TOHEASES OR SURVEYENICIO ORTB.O.HP AND DTIC EIGN REQUIRE SIGN GN ENGINEERS NEERSTIREVIEWN CERTIFIED A A M S HUSETTS SOIL BACKHOE RODNEYOPERATOR.
SANDWICH , MA 02563 AND APPROVAL. 2EVAg;7�rE L OF 1995 SOIL TYPE:
i PER INCH
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