HomeMy WebLinkAbout0251 CEDRIC ROAD - Health (2) 4
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No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: '
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ;'Yes
2pplication for 30isposal �pstem ConstCUttion flerrdit _
Application for a Permit to Construct( ) Repair V) Upgrade(Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. /�; '/ ,*$ Owner's Name,Address,and Tel.No.gle%-E44,s (:e
Assessor's Map/Parcel 4 �mac,/ °��� '� r/'y L� h �'4,y,c10CA A. krl na_d!
Installer's Name,Address,and Te).jN o.j"�-V.19--9f P Designer's Name,Address,and Tel.No..5'0$
!�/'1cf '�or�s�✓t,�9�✓c ,�°'1�. x�er' Nye ;r� 'ter �-Sv:ve-V/r�
S O o ` . . g ®aEnO
Type of Building: �)
Dwelling No.of Bedrooms 1 Lot Size 1.$ sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 4 40 gpd Design flow provided Y/71 gpd
Plan Date to,., Number of sheets SL Revision Date
Title t I JaAl
Size of Septic Tank /49cn„p a]® Type A.A.S. - )J20 YOX/0A3
Description of Soil n1
Nature of Repairs or Alterations(Answer when applicable) A
4NP v1
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 >ofHe
viro de and not to place the system in operation until a Certificate of
Compliance has been issued by this Boa
Signed Date /0/19
/w
Application Approved by Date 2
Application Disapproved by Date
for the following reasons
Permit No. ?,MJ r 3 "l 3 Date Issued A 'jam
------------------------------------
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�N'o fi if 4 t Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
"LYes '
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ►.._
Application for Disposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(�/) Upgrade(i-} Abandon( ) ®Complete System El Individual Comp ents
Location Address or Lot No. Owner's Name,Address,and Tel.No.�;,4 I- ,+,- {e/
r ll , €r"fit a ?h%laGtt") 4-'1gP30C4.,Y*r,, V-Z G'r 6
Assessor's Map/Parcell ,yi'1i�t �' `= n
Iinstaller's_Namte,Address,and Tel.,No.,,,yZ1-IV,;kt-*�9 e?Cd Designer's
Name,Address,and Tel.No.ate$0��•'I`a'�f��.
c�l'�1�i11 7.tc� �Y'Y.C-�tf.,;a��..�►?c.
Mi t'St,?s (K'A d 2/ Oato14 1 '),9 ell OW 4 1 4t, It'4:-1 . 1.6 fella.,.AfI A t�I?
Ty Building':'
of Buildin r - ,
Dwelling No.of Bedrooms Lot Size — sq.ft. Garbage Grinder( ) F
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 14'VO gpd Design flow provided Y171 gpd
Plan Datej'� V410.J ," //yl!a�.� JrNumber of sheets ( Revision Date
Title!(nnnr��rr '1r
Size of Septic Tank 1603fik,�� 116 Type of'S.A.S. 0• 90�14043
Description of Soiler. ;
Y
Nature of Repairs or Alterations(Answer when applicable)�fljI4I- AAV3 44, h ,� rirn
L7 to ? pn,fA WL � Ia.$� � i�i ��. Yi�� (%nA -a
N.�7tIS inO &AtXP.A Itip_..
:Date last inspected:
Agreement:" 4..r : e
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system mi
accordance with the provisions of Title 5 of the Environmental Code and nofto place the system in operation until a Certificate of
Compliance has lieen issued b Y this Board of Health.
p
Signed Date 9 lal
Application Approved by /j� - �..�--- — Date /p/2 a/7
Application Disapproved by Date
for the following reasons
1 1 ,er
Permit No. ),il%z,f "' 3 "1 3 Date Issued ` j I J
THE COMMONWEALTH OF MASSACHUSETTS
rt BARNSTABLE,MASSACHUSETTS
Certificate of^Complian4r
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(,U )
Abandoned( )byat a2 r!t f has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. /y1aLl "-13 dated J7/y/r/7.j
lfirl y } «� e y 1 r
Installer,, _ ,w n a t,ii,; v et. ��r 4. Designer .A"� DI& (Pyle-re�C74/it4�f �1A01_* 1 C
#bedrooms " Approved desigmflow�V �'/ / `1 �gpd
The issuance of this permit/shall not be construed as a guarantee that the system will function as designed.
Date /� � • Inspector---i •..
t "
-------------------------------
No. f.'fil '.3 ! Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction Permit f
1 FYr c
Permission,is hereby granted to Construct
( 1;,) �Repair( � Upgrade /) Abandon(
System located at, �
j 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. e '
i
Provided:Construction n ust be completed within three years-of the date of this permit.
Date Z"I 1 2, 1 Approved b
. ,11J
OCT-08-2021 22:58 From: To:15087906304 Paae:1.11
'•Own of Marnstable
Regulatory Services
Richard V.Scalii,Interim Director
DAMMA0LE.
"; Public Health Division
Thowas McKean,Director- _ _
200 Mnln Street,Iiyannls,vfA 02641
Oflicc: 503-862.4644 F2t: 508-790.6304
Installer& D st ner Certification Form
Date: 101.7/2021 Sewage Permit# 2021-343 Assessor's Tap\psrrcel 168/092-004
Designer: Baxter-Nye Engineering&Surveying installer: Bortololtl Construction
Address: 78 North Street Address: 45 Industry Road
Hyannis, MA 02601 Marstons Mills, MA.02645 >
On September 24,2021 'Bortolotli Construction was issued a permit to install a
( ate) (installer)
septic system at 21 Fair Oaks-Road,Centerville,MA based on a design drawn by
(address)
Baxter-Nye Engineering&Surveying dated August 24, 2021
(designer)
4
X 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. Strip out (if required) was inspected and the soils
were found satisfactory.
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 compoueut
of the septic system)but in accordance with State & Local Regulations. Plan revision or
certified as-built by designerto follow. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that system referenced above was txmstruct- lice with the terms
of the Ip.pr6val letters(if applicable)
/O STE-PNL'N ��
n it
MASON N -
CIVIL -
(Ins 1111c1''s Sibmaalre) No.46345
V �v
e igder s Signature) (Affix Desiguer. s Stamp Here)
PLEASE, RETURN TO BA.RNSTABLE PUBLIC 13EALTU DIVISION. CEIRTIFFICATE
OF COMPI.,IA.NCE NVILL 'NOT BE ISSUEDUNTIL BOTH.. TIUS FORM AND AS- `
BUILT CARD ARE RECETVED BY THE BARNST'ABLE PUBLIC H.EALTFT DIVISION. "
THANK YOU.
_ = r Q:1Septic\Dcsig9esr Certification Form kcv 8-14-13.doe ,
Fr
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GENERAL NOTES
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1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS.
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IN
,, k BARTER NYE
•�* 2 LOCUS AREA IS COMPRISED OF:
PER CURRENT ASSESSORS RECORDS:
ENGINEERING &
OWNER: RobinSchwartz
SURVEYING
° LOcus DEED BOOK 34333 PAGE 262
w, s- ,gre " W RECORD PLAN BOOK 410 PAGE 1
ver % � I � � 0
,; ASSESSOR'S MAP 168, PARCEL 092 004
Registered Professional Engineers
3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN
9 9
and Land Surveyors
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4. ZONING INFORMATION:
`, � �..r ,
78 North Street — 3rd Floor
•
ZONING DISTRICT. RC
kr,wn. Hyannis, Massachusetts 0 6. s 2 01
CURRENT nTINIMUM ZONING REQUIREMENTS:
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MIN. LOT AREA - 87120 SF
MIN. LOT FRONTAGE 20
Phone 508 771 7502
= Fax — 508 771-7
MIN. LOT WIDTH 100 622
MIN. YARD SETBACKS: FRONT = 20 SIDE = 10 REAR = 10 www.baxter—n e.com
, Y
MAXIMUM BUILDING HEIGHT = 30 OR 2.5 STORIES
LOCUS MAP Scale: 1 n= 1000' OVERLAY DISTRICTS: RPOD SEP
,
5. THE HORIZONTAL DATUM IS BASED ON THE MASSACHUSETTS STATE PLANE COORDINATES
NAD83, MA. MAINLAND 2001 DERIVED FROM REDUNDANT CPS OBSERVATIONS UTILIZING
MaCORS NETWORK. THE VERTICAL DATUM IS BASED ON NAVD88 (GEOIDI8) DERIVED
FROM REDUNDANT CPS OBSERVATIONS UTILIZING MaCORS NETWORK.
6. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY
OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS, COVENANTS, RESTRICTIONS,
ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE
PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. S T A M P S T A M P
7. THE PROPEff,Y LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD
INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN
HEREON WERE OBTAINED FROM ;�ti�i ofr��
AN ON THE GROUND FIELD SURVEY PERFORMED BY
BAXTER NYE'ENGINEERING &,SURVEYING ON JUNE 30 AND AUGUST 3, 2021. i MA".. W
t� tilt
r9C)Y
8. BY GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON LIES WITHIN -
FLOOD ZONE X (UNSHADED) ON THE FEMA FLOOD INSURANCE RATE MAP (F.I.R.M.) ° s
COMMUNITY PANEL NUMBER 250001 563 J EFFECTIVE DATE JULY 16, 2014. ' '
9. ENVIRONMENTAL INFORMATION.
PER MASS GIS OLIVER AS OF 0810912021:
N , L T A
N�aN N/F JULIE A F GI�1 � l ,� 1 1 SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E.C. AREA OF CRITICAL CNIL
ryp
�` DEED DK 990 PC 1 r I 1 4 � I ENVIRONMENTAL CONCERN). �`�3
C PARCEL 141�-092�-001,
! ! REMOVE AND REPLACE ... � ATE 1 I I SITE DOES NOT APPEAR TO BE WITHIN AN �� �
v, \ ` AREA OF ESTIMATED HABITAT OF RARE ,NAL
1 EXISTING FENCE N \ I 1 WILDLIFE :�lS MAPPED ON MASS GIS OLIVER PER NHESP "ESTIMATED HABITATS OF M
IN'
N t RARE WILDLIFE FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS
l ( 45 a\ roc — 1 310 CMR 10 ."
10.83'W x 40'L H-20 / kq0 -¢ ( )
SEE DETAILS SHE T- C2.0 , 45. RESERVE �, r�i / \ \ I I
)LEACHING '� .� / / % SITE DOEr NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS CONSULTANT
N�`IIAS / O ��v AREA \ \ \ I I
AUDUON SOCIETY, INC / , \ I OLIVER PER NHESP PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER THE
DEED DK 993 PC 22 / �/ \ r / MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS 321 CMR 10
PARCEL 1 -009 / EDGE " ( )
/ LANDSCAPE SITE DOE" NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON
Nr
\
ATEL.LITE - ; j _ MASS GIS OLIVER PER NHESP "CERTTFl "
_ ED VERNAL POOLS.
q / GATE 4
' 500 .
Y f \ a
c LL D1 - I \ SITE DGC., NOT APPEAR TO BE WITHIN
0 9.
�/ A WETLAND RESOURCE AREA AS MAPPED ON
TA K / \
' H o! 4 o MASS GIS SYSTEM.
x.
4 BO h ..........
s w NE CR EN \ PLEASE N(TE THAT ANY WETLAND RESOURCE OR RIVERFRONT DELINEATION SHOWIJ PREPARED FOR :
� 13 PORCH. sEE \ c / HEREON IS NOT A FINAL APPROVED OR ACCEPTED DELINEATION UNTIL AND UNLESS IT
f i1a` 10':.• ARCHITECTURAL C?U� �
OVERDIG s E TITLE4£a.. 1 � DRAWING FOR L �� 5 ' R o C "` `` / I T- HAS GONE THROUGH REVIEW BY THE CONSERVATION COMMISSION UNDER AN RDA, N01 p
, � � � -� r. Barry Lehman
// OR SIMILAR FILING.
V CONST� COON APPROX. L CATION ...:.... ETAILS � / •
• NOTE 5 EXISTINGIL ACH P ::::'': :::::... EXPANDED BECK. E --.�.� � i �` � NRETI;:' \ �
/ � :: .....::. ::. ARCHITECTURAL j1 I PAD l 1 644 Boca Marna Court
EXIS . EACH PIT AND ::: :: ... C MAIL I ! \
I :::::; ;::::;:::.' DRAWING FOR DETAILS Dcx SITE DOES NOT APPEAR TO BE WITHIN THE 100 OUTER RIPARIAN ZONE.
SEP O'LTANK TO BES / is r APPROX. LOCATION Boca Raton, FL 33487
! ::..::,:: ...., THRESHOLD I ROAD
( PUMPED AND REMOVE ✓' EXISTING 1000 GAL, �:`in:::•::::::::�::::' � Ct I� 1 K,S
�' SEPTIC TANK / :;;;: ELEV.-49.13 SHED �A I SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE It GROUNDWATER
:::: ::. :..: j LAWN FAIR \
Fes. I NEW 4" CH 40 PW ,P`IPE TO °- / ::^�:;::::;::::::;:: EXISTING #a I \ RECHARGE PROTECTION AREA.
° IT1E N LAWN STONE THRESHOLD JP �>
T ,EXISTING SEPT]° PIPE INLET TO, / ;,` DWELLING ELEV.=49,21 - '
r ' WALKWAY 'I C �` e�
21 �' f .� �I�
Y I
:...................
.....................
�ExISTINc SEP c TALI cgNTRAc aR # :.--�- ,� .� C� _ � 1 � � � SIZE APPEARS TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY
/TO VERIFY EX(S NVE,RT PR aR TO ;':: - kA '3 "` p
/ CONSTRUCTI N. UMEt� IN `f - / I
BENCHMARK: SURVEY R �\ c (BARNSTABLE B.O.H. REG. 360-45).
4r f CO OUTDO
O r I°IC t I /
= 43.17 ca ca / NC \ ::'i 11 :i9 b�:" /
BOUND ELEV. 42.15 j RC C �I BENCHMARK: SURVEY NAIL
q z �7'' p 4 RINSE P k E ' a� C C7 f = cry
:::::.
NAVD88 . " '•I. `�'-� ' � �D :... ..'.•-� r` p �-` , G Sq�1 '�.„ ELEV. 41 08��-i+1�VD88
I • 10. UTIUTY INFORMATION SHOWN HEREIN: PROJECT TITLE
� 'LSD,
Pool �~ LS FLAGSTONE I / L/ ` � '� THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-DIG-SAFE AND UTILITY 21 Fair Oaks Road
CB/DH , a HRESHOLD /
FND 4. ELEv.-48. s \ / PATH j t "� P�Ax• LOCATION COMPANIES TO LOCATE THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS Centerville, MA.
t I S
POOL EDGE OF
I � �, cLaS G - PRIOR 10 THE START OF CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE,
\ LANDSCAPE / G - UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT
EQUIPMENT / � �,
46— 1 \ / P I �` 1 , BE UMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE
'N, in�,� ! 4 I f I I AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY
' \ / / C ��0ELEPHC3NE 4,..". - RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT B
0 t Nc w \ ,, ' A� E OCCASIONED BY THE
PA T1 GATE ,5 , , 001 -- LS ✓ I r r PEDESTAL / ,
\ / , RANSFORMER CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF
c,9S - ` /r"' �, /�' / FIELD CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY
7-
EDGE OF ASPHACT o -_ / - j �, / THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.
/ LANDSCAPE D�VNAY - �~y`"�• 1 f j C
LAWN .�-�``� '`- �°' —.�QP '� G.
�``��� t / `�� �""` rr''`� � •
SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF
UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING
-_ / EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE
ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE
DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE
� " NECESSARY.
E p, ,! UTILITIES NOTED HEREON ARE SHOWN BASED ON SOURCE INFORMATION, WHEN AVAILABLE
, N/f �I�,t�Nll"L , L.EHLAIgIX'S INEEI"�D�` f ; ,. E d PK 274-C2C (RECORD PLANS), AS OBTAINED FROM UTILITY COMPANIES AND/OR MUNICIPALITIES.
APCEL 1 s_C0 LOCATIONS OF COMPILED UTILITIES SHOWN ARE TO BE CONSIDERED APPROXIMATE ONLY.
TOTAL LO AREA=47,428 SF (1.09t C)
r e EXIS71NG SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM INSPECTION
N;� NASSA0IIUSETTS � l ° ,> / REPORT BY D.A. BROWN, INC. DATED 0312712020, ON FILE AT BOARD OF HEALTH.
� AI.�I�UEION SOCIETY, INC ...�- / / / ,�' �
/ DEED BK 9893 PG 28
PARCEL 144--009 I TOWN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT SKETCH
C-9310-J DATED 10/04/1986• DATE DESCRIPTION
GAS SERVICE SHOWN ON PLAN PER NATIONAL GRID SKETCH SN2667 RECEIVED SHEET TITLE
o
m i i 7/8/2021. Proposed Building
- - ,
` ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED PER DIG SAFE MARKS
Addition and septic
- - - ' INDICATING UNDERGROUND SERVICE FROM TRANSFORMER 10441/018 (PER EVERSOURCE
N j ; / / SKETCH DATED 2021-07-19).
j � System Plan
SHEET NO
3 Gino
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rn
0
DATE : AUGUST 24, 2021
N 20 0 20 40
0
J
a
SCALE IN FEET
SCALE : 1"=20'
q DRAWN BY: SDM CHECKED BY: SMM
Alt
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J O B N O : 2021-029 F I L E: 2021-029 ECdw
NCOPYRIGHT c 2021,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING&SURVEYING,ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED
0 _
BAXTER
YE
SET MANHOLE FRAME & COVER » 3.0' 3.0' N
'
OVER INLET AND OUTLET TO WITHIN 6 OF GRADE SET MANHOLE FRAME
do COVER TO WITHIN 6" OF GRADE ;
RISERS & COVERS SHALL BE WATERTIGHT
4•QH BERS'. '.. :... ..
FlNISHED GRADE OVER D. BOX = 45.30E INSTALL ONE INSPECTION PORT TO 10.83' ~'' 8.5'
FlNISHED GRADE OVER TAN =46.3f MAXIMUM GRADE OVER LEACHING SYSTEM = 45.6t TO 44.8t WITHIN 6" OF FINISH GRADE 4.83 .. . . Q B uTE R NYE
TIE IN NEW 4" SCH 40 PVC PIPE TO » 9�" (min Cover /-1/�
EXISTING SEPTIC PIPE AT INLET TO 2 OF % DOUBLE 36 (max) Cover ENSURE PROPER PIPE �' p.
EXISTING SEPTIC TANK. CONTRACTOR TO 3" MIN. WASHED PEASTONE CONNECTION BETWEEN .' .Oi '.' .3��I .-.1.5 . WASHED.
VERIFY EXISTING INVERT PRIOR TO 4 SCH 40 PVC 23 LF ® 1.0% OR FILTER FABRIC ALL CHAMBERS 4" ENGINEERING &
CONSTRUCTION. ASSUMED INVERT 43.1 L=18' S=2X FIRST 2' TO BE LEVEL
" 18 LFN4" SCH 4o PVC O 5=1.07G SCH 40 PVC) U R VE
6 MIN. '. 2» 4" SCH. 40 PVC TOP OF PEA STONE=42.92 H-20 CONCRETE LEACHING CHAMBERS
- '; 10" MIN. .. �- w 4 IA P .... _TOP OF CHAMBER 40'
SURVEYING
INV IN=42.81 PVC NV OUT=42.56 iNV IN=42.38 » & ��• - 1 J�"
6 SUMP . INV OUT=42.21 :
PVC PIPE. HYDRAULIC CEMENT do `, z d a INV IN=42.0 STONE ELEV=42.75
SEAL AROUND PIPE WATERTIGHT-TYP. GAS BAFFLE N wo 0 O 0 O O PLAN OF SOL A 'TION SYSTEM WITH
7
FOR ALL PENETRATIONS - If
14» .r'.; :••. .. ..• ..:•.sr. . :.:. •.. _..:•.' w -BOTTOM OF
• UNSUITABLE SOILS, IF ENCOUNTERED BELOW THE CHAMBER & STONE 500 GALLON H-20 ENCAST L.EACMG CHAP - Registered Professional Engineers
_ REINFORCED CONCRETE 6 CRUSHED a ELEV=40.0
STONE BASE PEASTONE ELEV (TOP OF SAS), SHALL BE REMOVED TO 5 MIN / - 1 NO SCALE and Land Surveyors
6 CRUSHED THE "C HORIZON" AS REQUIRED - SEE CONSTRUCTION DOUBLE WASHED STONE y
T.? .; .. ., . �_ ......F STONE BASE
J• ,r ,,. NOTE 15 HEREON. No Groundwater Observed ® Elev. 35.0
,., �•. DISTRIBUTION BOX W LOADING 100
78 North Street -
3rd Floor
SHOREY DB-3 OR EQUAL SOS.:ABSORPTION SYSTEM (SAS) H-20 L.EACMG CHAM3M f T MAU 8 H-
20 Hyannis, Massachusetts 02601
1.500 GALLON H-10 SEPTIC TANG TO BE INSTALLED ON A LEVEL STABLE BASE
NOT TO SCALE 20" DI
SHOREY ST1500 H-10 OR EQUAL
--•I
?0 BE INSTALLED ON A LEVEL STABLE BASE TYPICAL �� �M A PROFILE
Phone - (508) 771-7502
SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY S 1 i ® ® ® Q ® ® ® Fax - 508 771-7622
TO
LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE NOT SCALE O )
nlorEs: 3" ® ® ® Fffo ® ® ® www.boxter-nye.com
4 FEET 14 INCHES 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS, UNLESS OTHERWISE NOTED.
5 FEET 19 INCHES 2. SEPTIC SYSTEM DESIGNED WITHOUT GARBAGE GRINDER DISPOSAL. ® ® ® ® ® ® N M
6 FEET 24 INCHES
7 FEET 29 INCHES
8 FEET 34 INCHES -
102
TITLE V CONSTRUCTION NOTES: NOTES SEFnC DESIGN REQUIREMENTs WIL LOGS We.8/3/20
1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCEW ORDINANCES,
WITH MHDSS, TOWN ORD NITROGEN LOADING LIMITATION. 440 GPD PER 40,000 SF (WITHIN SEP OVERLAY ZONE
1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V _ BARNSTABLE
REQUIREMENTS, AND SPECIFICATIONS. 440 GPD 40,000 SF x 1.09 AC = 522 GPD, MAXIMUM ALLOWED FOR THIS LOT. ,
OF THE STATE SANITARY CODE DATED. SEPTEMBER 9, 2016, AS AMENDED THROUGH / SOIL EVALUATOR.. BOARD OF HEALTH AGENT:
V THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. (WHICH CORRESPONDS TO 4 BEDROOMS MAXIMUM ON THIS PROPERTY)
2. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION WHERE APPLICABLE.... SETBACKS TO PROPERTY SIEVE MATSON, P.E. DAVE .S.
LINES SHOWN ARE PER THE PROPERTY LINE SET BY THE REGISTERED PROFESSIONAL LAND SURVEYOR (PLS TOTAL DESIGN FLOW =4 BEDROOMS 440 GPD < 522 GPD ALLOWED STANTON,'
_ 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ) TEST. PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 STAMP S T A M P
AS SHOWN ON THE EXISTING CONDITIONS PLAN AS SEALED BY THE PLS WITHIN THIS PLAN SET. GARBAGE GRINDER NOT INCLUDED - N
ELEVATION INFORMATION MUST. NOT BE CHANGED WITHOUT WRITTEN PRIOR ( ) - /A
01, G.S.E. = 45.5E G.S.E. _ 45.3t G.S.E. = 44.6E " G.S.E. _ 45.3E �-
APPROVAL BY THE ENGINEER. 3. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED N PROVIDED BY THE CONTRACTOR IN p AND PERC RATE _ <5- MIN. INCH (CLASS 1)
ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED I DETAIL /
N THIS PLAN SET WHETHER OR NOT THE T 0. 10YR 2 1; ORGANIC 0; 10YR 2/1, ORGANIC 0; 10YR 2 1; ORGANIC 0; 10YR 2/1; ORGANIC ,,
3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY. THE BOARD NU I SPECIFICALLY LIAR = 0.74 GPD/SF � � - / �� MA:�a E� .�
OF HEALTH AGENT AND ENGINEER FOR INSPECTION. NUMBER S SEC ICALLY REFERENCED.
i
MIN. LEACHING AREA OF S.A.S. REQUIRED:
2" ELEV 45.33 4' ELEV 44.97 3" ELEV 44.35 2" ELEV 45.13 � �
DY
440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN.
4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC UNLESS -
A, 10YR 6/8, LOAMY.SAND A, lOYR 6/8, LOAMY SAND A; lOYR 6/8; LOAMY SAND A; 10YR 6/8, LOAMY SAND
OTHERWISE NOTED HEREIN. PROPOSED SYSTEM MAIN HOUSE: '-'
4 - 500 GALLON CONCRETE LEACHING CHAMBERS " " c1
" , ,� 12 ELEV 44.5 12 ELEV 44.3 12 ELEV 43.6 6 ELEV 44.8 F � TT4iEW
5. EXCAVATE UNSUITABLE MATERIAL IF NOTED, TO THE C HORIZON , FORA WITH 3 OF STONE ON SIDE, 3 OF STONE AT ENDS, 6 STONE BASE �r�r��r VIV. ,
HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH SIDEWALL AREA: (40' + 10.83') x 2 x 2'D = 203.3 SF B• 7.5YR 4 6• MED. SAND B• 7.5YR 4 6• MED. SAND "� EDDY
B; 7.5YR 4/6; MED. SAND B; 7.5YR 4/6; MED..SAND nl
CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. BOTTOM AREA: (40' x 10.83') 433.2 SF / TRACE OF LOAM / TRACE OF LOAM TRACE OF LOAM TRACE OF LOAM
CONSULTANT.
TOTAL EFFECTIVE LEACHING AREA 636.5 SF 36„ (ELEV 42.5) 36 (ELEV 42.3) 48 (ELEV 41.6) 24" (ELEV 43.3) �t
6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 OFST
SYSTEM DESIGN CAPACITY = 636.5 SF x 0.74 GPD/SF = 471 GPD , Pso
COVER.
SEPTIC TANK SIZING: 440 GPD x 200% = 880 GALLONS C1; 1OYR 6/4; MED SAND Cl; 10YR 6/4; MED SAND C1; 1OYR 6/4; MED SAND C1; 10YR 6/4; MED SAND
7. THE SEPTIC SYSTEM DESIGN DOES NO INCLUDE GARBAGE GRINDER DISPOSALS. USE 1500 GALLON TANK, MINIMUM ALLOWED 60" (ELEV 40.5) 60' (ELEV 39.3) 60" (ELEV 39.6) 60" (ELEV 40.3)
8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) C
AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS 2, 10YR 8/3; MED SAND C2; 10YR 8/3; MED SAND C2; 10YR 8/2; MED SAND C2; 10YR 8/2; MED SAND
BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE " � 4
EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES 132 (ELEV 34.5) 132 (ELEV 34.3) 132 (ELEV 33.6) h 132 (ELEV 34.3) -- r�
BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND NO WATER TO ELEV=34.5 NO WATER TO ELEV=34.3 NO WATER T6 ELEV=33.6 NO WATER TO ELEV=34.3 CONSULTANT
UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO PERC ® 64' (ELEV=39.27) PERC ® 62" (ELEV=40.13)
THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE , RATE= <2 MIN/IN RATE= <2 MIN/IN
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY CLASS I SOIL CLASS I SOIL
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT •BE OCCASIONED BY THE
CONTRACTORS FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION
I CERTIFY THAT ON JULY 10, 2007, 1 HAVE PASSEL THE SOIL EVALUATOR EXAMINATION
INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE
THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS,
ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE
VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & AND EXPERIENCE DESCRIBED IN 310 CMR 15.017
DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE 5.0
ENGINEERS DIRECTION. THECONTRACTOR SHALL PRESERVE ALL UNDERGROUND SIGNATURE DATE AUGUST 24, 2021 PREPARED FOR :
_ " ��f , ��`, '
UTILITIES AS REQUIRED.
- Dr. Barry Lehman
644 Boca Marina Court
Boca Raton, FL 33487
PROJECT TITLE
21 Fair Oaks Road
Centerville, MA.
DATE DESCRIPTION
LC
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SHEET TITLE
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Proposed Septic
a
System Details and
Notes
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SHEET NO
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C2nO
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rn
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DATE : AUGUST 24, 2021
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SCALE IN FEET
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SCALE : 1"=20'
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RAWN BY: SDM CHECKED BY: SMM
B N O : 2021-029 F I L E : 2021-029 ECdw
N O
COPYRIGHT c 2021,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING&SURVEYING,ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED
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