HomeMy WebLinkAbout0417 CRAIGVILLE BEACH ROAD - Health OKI 23 eQe-,4
Nd�/ ZI �l Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes
N
Rpplitation for spo!af Opstem Construction 3pPrmit
Application for a Permit to Construct( ) Repair of) Upgrade( ) Abandon( ) ❑Complete System Individual.Components
Location Address or Lot No. 411 C t'a:pJ��Ut, (*o,S,h Rd Owner's Name,Address,and Tel.No. C,itlex%�. Fo6Ano
e n, p e %arcel��
ssessor ap/P Z`1� 1'13 N1�• Groa u.\lQ, ( 0.C1,
Installer's Name,Address,and Tel.No. tiLCAVONioN kq(. Designer's Name,Address,and Tel.No. f-to- Gh
� 1 ((.0ok-. \ o o ISS Geo R d.i kt& S. GVwMmo.rm Sog• 3b4•`o y
� Sundw�vl„ 1`�1a• Sob•�l�• y
Type of Building;
Dwelling No of Bedrooms Lot Size 6 sq.ft."- Garbage Grinder(qo)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 4410. 03 gpd.
Plan Date 07-1 Number of sheets 1 Revision Date
Title
Size of Septic Tank kmo (kQ«on �eCiS��w� Type of S.A.S. (3) on Ghar^bacs
Description of Soil a�S
Nature of Repairs or Alterations(Answer when applicable) Ins neA.3 A-,poll and SAS s- SOo Qphm
Chanbacc ur mxAnSnj► Ao ex;StcnX woo
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 of Health.
Sig Date Zy ZI
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. L- Date Issued '-
to �1 rr���l • � �*ti!a '-;;i,ar' `& �
No. ( Fee [/
THE COMMONWEALTWOF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftplication for Mi8t108a p .tPtn Construction Prinit "
Application for a Permit to Construct U Abandon "PP Repair(X) Upgrade( ) p pg ( ) ( ) Complete System, �IndividualrComp onenfs �.
Location Address or Lot No. , 't U# c c"t, " tl Owner's Name,Address,and Tel
t l No. r 12 nC. c,6 A,,p 4
r
Assessor's M�ap/Parcel Z.`t 1`I 3 �l 1 C. a.J'�+��c: ( 4,rr ct1
Installer's Name,Address,and Tel.No. bj(i Cc*(o,,,0A'Q^ lP,(. Designer's Name,Address,and Tel.No.
_�5311 cl oOIJ - V"SO `Jt�C�c��s�c,4, C�. SC.e6.4-91'0(oq ITT G,e o 1',e y o r Etc . . Choi hG�, ..�a ' 3 �1'•.02,�:4 f,,;`•
`r
Type of Building:
Dwelling No.of Bedrooms Lot Size ��� nJS� sq.ft. Garbage Grinder(No)
•
Other Type of Building No.of Persons Showers( ) Cafeteria( )
i
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date -} 2 3 ?0'21 Number of sheets 1 Revision Date ry
Title; r� Size of Septic Tank"" "`(�(}Q niton UwK kko�,}j Type of S.A.S. (3) QUO (3,,o kko-, C_Y) ec,
Description of Soil See, p1c+nS `) "' +
Nature of Repairs or.Alterations(Answer when applicable) � t�.�1 r• ne; . C l+jr�y i htt ?n � . ' �0 U QO N n
t0o c\k do , T.
v33
1 . i
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 notto place tithe system in operation until a Certificate of ` a
Compliance has been issued by this Board of Health. " r
Signkpd—Q21 Date
Application Approved by - '`� Date
Application Disapprove�by Date
for the following�reasons
Permit No.� - / "" Z7 19 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded
Abandoned( )by j b(CC lim+vt� `rtt
at I } C,fb.tnU+��c! Ren c1,, �ZC C CI has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. J{—�/#Rated
Installer �.XCcrui E"�c�n .-. d�C Desiner qt,("o` ��:Gk,
#bedrooms { Approved design flow) t'q O d r
gp
The issuance of this permit shall not be construed/as,a guarantee that the system will function as,d`eesigned.
Date �i:�51 l ems. Inspector, .- �•_� �1� , �`°)
R E r
' _ I
No s `/. L"�r s Feei
THE COMMONWEALTH OF MASSACHUSETTS,
,,PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
r
Misposal bpstrin Construction 3permit -
Permission is hereby granted to Construct( ) Repair(K) Upgrade( ) Abandon( ).
System located at, ` Cx aar,ili`le, ,(!{C�i
�cxaC ,
and as described in the4above 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 com 'leted within three years of the date of this'permit.
Date t J/ i Approved bye
r
Town of Barnstable
Regulatory Services
Richard V.Scali,Interim Director
• aesNs AXE.
MAS& Public Health Division
Thomas McKean,Director
200 Main Street.Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&'Designer Certification Form /
Date: ' z�to �2l Sewage Permit# Assessor's Map\Parcel / t 73
Designer: pctv.a Co<< 6u+1c,,,v Installer: G£L3
Address: (SS Gee Q yde, ee( 5o:;;it Address: 14 'TSQ.1Jtr_r 4 r✓�
C.f Qf, km, 0A A 616 3 3 F"oe-eSidale_
On //-/S-21 .B£B EXCaU0.'a t a.& was issued a permit to install a
(date) (installer) `
septic stern at 44 7 �+q' UI IIe ��, ►?-oge p }y � _ { based on a design drawn by
(address)
Dt�l� �c'�ryl�r�avww iZ.s dated
(designer)
V 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 component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.• Strip out (if required) was inspected and the soils
were found satisfactory. ,
I certify that the system referenced above was constructe, nce with the terms
of the 11A approval letters(if applicable)
D
G10 J I;, NOWR N
(Installer's Sigi Au e) Na 1633
- fah'✓� �� � �'��1��:�iD'�
(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 PUBLIC HEALTH DIVISION.
THANK YOU.
QASeptictDesigner Certification Form Rev 8-13-13.doc
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(^ x try —179.68 ft
VENT — 30
Ali il
J PIPE — —
O 12 in
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o fix. ®(�®�
Q ' 1 z l9ESERVE r ARE 11356 sf+—
„ *x PLAN BOOK 2O7 PAGE 29
PLAN
p USE COLOR PLAN ONLY
gmwma's ,. 2 ft ASSR MAP 246 PCL 173
�a nL ��L�2 FOR INSTALLATION
A D�� 12 n �' FULL DETAIL IS BEST
Sl
, � ° VIEWED IN
LEGIEND O �— SLEEVE ��� / WATER LINE �� FULL COLOR
SEPTIC COMPONENTS \ *4 G WATER GAS LINE
LINE t^ U r� PR PPSED SOIL OVERHEAD WIRE OH
loXI TEAL �� o m u BS'ORPTION DRAIN
�� G o / YSTEM UTILITY
OLET Y�
SEPTIC TANK
EXISTING �® I Exm /%Q�3 EE DETAIL
x
O LEACH PIT/ v6 ON BACK / A
CESSPOOL 'ter " ' D WE§_L§NCCjs I
/OQ
TOP OF FNDN p
DISTRIBUTION BOX® I EL o �� �� �� • MR
e
•
TEST PIT
I
26 � I � � --
/-----_ 30
MINIMAL. /
GRADING
O fiS PROPOSED 19 O
EXISTING SOIL ABSORPTION -,A,\ �P��N OfSsgr �P`�H Of Mgssq�
SYSTEM TO BE FILLED AND 27 `09 o DAVID y°s o DAVID yes
ABANDONED /N PLACE. - - b COUGHANOWR N COUG ANOWR
40.8o ft 28 No. 1093 No. 461
�FG/STER SPRO�P
AN ARC
Rov i Sir{ Q c t 2I, 'ZDTHIS 2(
TIC SYSTEM
�N O TES p� Q � VARIANCE R E Q U E S T E D DEPICTED PLAN
ON IT IS .
FOR DANYY OTHER SOLELY OCHANGES LTOO THE OPROPERTY F THE P INCLUDING
PLACEMENT OF ADDITIONS, SHEDS, FENCES OR SWIMMING POOLS, OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED.LAND SURVEYOR.
INSTALLER SHALL USE AN APPROVED SCALE: I in = 20 ft
SLVER PROCEDURE TO PROTECT o 20 40 310 CMR 15.221(7) - COMPONENT c� SEWAGE DISPOSAL
DEPTH TO FINISH GRADE. 36 in % SYSTEM PLAN
POTABLE WATER SUPPLY LINE. �� MAX REQUIRED - VARIANCE TO
INSTALLER MAY MOVE VENT PIPE 0 10 20 72 In OF COVER REQUESTED. p -TO SERVE EXISTING DWELLING
TO A DIFFERENT LOCATION. CIRLENE
PRINT ON 11 x 17 in 3
FABIANO
TREE REMOVAL AT INSTALLERS DISCRETION. PAPER FOR .PROPER SCALE . ,
r
OWNERIS/ OF RECORD
417 CRAIGVILLE BEACH RD
REVISED OCTOBER 19, 2021 HYANNIS, MA
_ 155 Geo Ryder Rd S PROPERTY ADDRESS
Chatham, MA 02633
Dovidc6u®HotmoiLcom DATE: JULY 27, 2021
508 364-0894 [WI/2 _jOa- ETE-4561 �ecoN
S OO I L TEST L OO IONGa C A LC UL A MONG " 1000 0o GALLON nN SSEPT§C TANK SS O M A S S O R P ira 0o N
SOIL EVALUATOR: DAVID D. COUGHANOWR• ASE #461 DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD EXISTING UNIT - DIMENSIONS & DETAIL SYSTEM CONSTRUCTION DETAIL
WITNESSED BY: DAVID STANTON. HEALTH DEPT. SEPTIC TANK: 440 GPD X 2 DAYS = 880 GALLONS TANK TO BE PUMPED DRY AT TIME OF INSTALLATION USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL
TEST PIT i NO GROUNDWATER ENCOUNTERED AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
PER( AT 72 in - 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOUND STRUCTURAL CONDITION. IF NOT, INSTALL DRYWELL
ELEVATION REPLACE WITH A NEW 33.5 ft
INCHES HORIZON TEXTURE (MUNSELL) MOTTLES " NEW 1500 GALLON SEPTIC TANK. UNIT ch
27.53 1 In 1500 GALLON TANK coz
0-12 FILL DISTRIBUTION BOX: INSTALL UNIT DEPICTED TAPER IF CRACKED. ROTTED M
12-18 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE SOIL ABSORBTION SYSTEM: ` OR OTHERWISE
18-48 Bw LOAMY SAND 10 YR 5/6 NONE FRIABLE e
'� - �� - COMPROMISED. w O Q Q m-- �
23.53 THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE
48-148 C MEDIUM SAND 10 YR 5/4 NONE LOOSE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES c N co cv
15.20 PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. o � ,, �.+� �
" L �
�9„
TEST PIT 2 NO GROUNDWATER ENCOUNTERED THE 33.5 ft x 12.5 ft x 2 ft LEACHING GALLERY . I chi
4. NOT STONE
2 MIN/INCH IN C SOILS DEPICTED BELOW CAN LEACH:
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER �g, ,-�, .W TO 4 ft 8.5 f t 8.5 f t 8.5 f t 4�ft
ELEVATION BOTTOM AREA = (33.5 x 12.5) =418.75 s ft. - " � w wu Lq
INCHES HORIZON TEXTURE (MUNSELU MOTTLES Q� � ��' "*' �i�?Jt 28.30 0-10 FILL SIDEWALL AREA = (2x(33.5+12.5)] x2 = 184 sq. ft. SCALE
TOTAL AREA = 602.75 s . ft. �
10-16 A LOAMY SAND 10 YR 3/2 NONE FRIABLE �
16-45 Bw LOAMY SAND 10 YR 5/6 NONE FRIABLE FLOW CAPACITY = 0.74 x 602.75 = 446.03 gal/day 8 ft / �� ` DIMENSIONS OO &L E N L DRYINS ALL LONE INSPECTION
i
24.55 45-138 C MEDIUM SAND 10 YR 5/4 NONE LOOSE INSTALL A 33.5 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED n �` RISER TO WITHIN THREE
16.80 BELOW. FLOW CAPACITY = 446.03 gol/doy WHICH EXCEEDS INCHES OF FINAL GRADE
THE 440 gol/doy REQUIRED FOR A FOUR BEDROOM DESIGN. INLET OUTLET & INDICATE LOCATION
COVER COVER ON AS-BUILT
�3 IN DROP FLOW LINE 36
-INSTALLER TO OBTAIN DISPOSAL WORKS FROM in
N PERMIT BEFORE STARTING WORK Do���rF�O���r'��In�ll Fo?O M USE SHOREY BUILDING 10 in - 14 TO
-ALL COMPONENTS INSTALLED SHALL MEET V 11 U1S 1l OV BOX
DB-3 H2O to D-BOX USE
THE MINIMUM REQUIREMENTS OF DIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL H-20
MASSACHUSETTS TITLE 5 SEPTIC AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN 48 /n RATED
O CODE (310 CMR 15). LIQUID GAS 5$ UNITS
-INSTALLER TO VERIFY LOCATIONS OF ALL LEVEL BAFFLE 102 in
UNDERGROUND UTILITIES BEFORE
IIUI EXCAVATING FOR SYSTEM.
-ECO-TECH RAPID RESPONSE RECOMMENDS g A CROSS -SECTION VIEW
THE INSTALLATION OF LOW FLOW A41A! ( INSTALL AN APPROVED GEOTEXTILE
b In ST, DAf lI NLW
FE FIXTURES & APPLIANCES, AND PERIODIC FABRIC OVER STONL
PUMPING OF THE SEPTIC TANK. Lo FROM S SEPARATION BETWEEN INLET & OUT LET
-SYSTEM IS NOT DESIGNED TO WITHSTAND N TANK TO TEES NO LESS THAN LIQUID DEPTH 17
VEHICULAR LOAD NG. DO NOT PARK OR " a ^ SAS cc T /� I ` ITC',/ aAaa� rFo a { , +
DRIVE VEHICLES OVER SEPTIC SYSTEM. � .� • '.r, CROSS SECTION v VIEW L Vv " 5 r
(bo�Sr o`b°�P 28 a 314 in TO e EFFECTIVEIe4 3/4 m TO
b in STONE BASE in
1/ in GRAVELO DEPTH al?I12 in R3i
2!rIn 21 \ CROSS SECTION VIEW `�" `��"
46 in 58 in 46 in
150 in
ALL STONE TO BE DOUBLE WASHED AND
IF L O W P FR�1121 O F f1 FREE OF IRONS, DUST AND FINES IN PLACE
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO 4 in BE SCH. 40 PVC VENT
EL = 28.50 +- 6 in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN PIPE
\�728.20
Do p O� 6' USE
MAX ATE
EXMT ��� L
USE H-20 ,, ,� UNITS
3.G0
EXISTING 1000 GALLON o°oo 000$°°a PRECAST o oo�oo aoo,
° o�00000 000R) o g°
�Cp l��C� �Q�� 23.00 0°00°00°0�0o DRYWELL o', oog°0000
22.30 °oa0o°a o a00000 aoo6 in o
EXISTING REFER TO DETAIL BOX 22.47 STONE SOL Q o S0rRPT�0N
41
b in STO BASE IF NEW BASE 22.20 SYSTEM -REFER TO
EXISTING NE 47 ft 5-12 ft DETAIL BOX
20.20 NO GROUNDWATER BELOW
MOTTLING OBSERVED _ T 15.20
SEWAGE DISPOSAL SYSTEM PLAN11417 CRAIGVILLE BEACH RD HYANNIS, MA 1ULY 27, 2021 ETE-4561 PG 2/2
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