HomeMy WebLinkAbout0068 SHOOTFLYING HILL RD - Health 6;8 Shootflying-Hill Rd—
Centerville
AL = 215 035
UPC 12534
No. 2-153LOR
HASTINGS. MN
.5
No.2oo3'-3Sy ' �, Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zfpprication for Miopooar *potem Cow;truction Permit
Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components
Location Address or Lot No. 's Name,Add
ress and Tel.No.
p �o
Assessor's Map/Parcel �6 V j r� 215-v 3 � t `1r
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Ice
Type of Building:
Dwelling No.of Bedrooms 13
Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3.30 gallons per day. Calculated daily flow 3 gallons.
Plan Date 2- Z -0 Number of sheets Revision Date 17- 2 7-o s
Title
Size of Septic Tank Type of S.A.S.
Description of Soil; A �13 �a..,y <r�
C _ sz�
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 Certifi-
cate of Compliance has been issue this Board of Health.
Signed Date S
Application Approved by S, Date 2S'
Application Disapproved for the following reasons
Permit No. Zy0�- 3�a Date Issued 7 2 0
s t
t
No.ZOD 3Sy 3 a�' e _ r.)
Fee.. �C
THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer:
"e;, Yes
PUBLIC HEALTH DIVISION-;TOWN OF BARNSTABLES MASSACHUSETTS
Zpprication for Mitpooat *pztem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. �� �T �/ J �°� ) Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
3`i8 - 83f (
w,W Type of Building:
Dwelling No.of Bedrooms�— Lot Size sq.ft. Garbage Grinder( )
Other Type of Building QG S- No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3.3C7 gallons per day. Calculated daily flow 3 aD gallons:
Plan Date 2 -D3 r Number of sheets Revision Date `-/- 7 03
",Title
Size of Septic Tank Type of S.A.S.
Description of Soil, t "1. 13 LC-4, ,
Ct I"t19C� �-
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 Certifi-
cate of Compliance has been issue this Board of Health.
Signed 17Z Date s
Application Approved by S' Date
Application Disapproved for the following reasons
Permit No. 2 00 Date Issued 7 2 C
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( )
Abandoned( )by C, kL ` (�o;kt Nam'
at (erg 5�-00,.f(.4\�,a,� S- \ `� C-' has been constructedf in aclordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2m 3-35-0 dated ? 2 q o
Installer E-12 Designer (—' t-ct.�u a V
The issuance of this p hall not be construed as a guarantee that the system will n t o Fasi;e�i?��
Date O � 0 3 Inspector .�
zo -
----------------------------------------
No. 260 -250 Fee Gp
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Migoaf 6Rep stem Construction Permit
Permission is hereby granted to Construct( air( )Upgrade( )Abandon( )
System located at Gar S Lo cs: ��_.. �� C{ t .-�•�r.i. �--
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:Cons t ctio must be completed within three years of the date of this pe
Date: � 2-t c u Approved by
I
TOWN OF BARNSTABLE
LOCATION i%m SEWAGE # V)63 --33-6
VILLAGE ���corv-S�"r—,ASSESSOR'S MAP & LOCI .g/�03f
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 3-0 O r (size)
NO. DROOMS
LkUILDE OWNER
PERMTTDATE: '1 229 v3 COMPLIANCE DATE: 10191,03
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 J�►
on site or within 200 feet of leaching facility) IIJJ Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leachin 'ty) Feet
Furnished by
�' 9' z2 9�
o
TOWN OF BARNSTABLE
LOCATION G Sh y tvvo L` SEWAGE # 7-603 33
VILLAGE `'C--ASSESSOR'S MAP& I.62t5 /° O.S
INSTALLER'S NAME&PHONE NO. 9�
SEPTIC TANK CAPACITY
LEACHING FACII.TTY: (type)
3aO r (size) /3 i Z,5
NO. DROOMS
UII.DE OWNER ���
PERMTTDATE: 2 COMPLIANCE DATE: /® Qk,63
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) y Feet
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leachin.
/ Furnished by
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Central Construction ComQany, In(
S&,e Devlsn •Presrdent
6 Obid6m Dime•MM taus MMs,MA 02648.508-1420-1340
21 _
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�. DATE DWG NO.
DESIGN
rlr CHECK
-Z DRAWN
• � � -- •� _ ' JOB-NO.
SHEET OF
3ENCHMARI{: SOIL TEST
TOP OF CATCH BASIN IN ROAD DATE OF SOIL TEST
ELEVATION 100.00 ASSUMED DATUM SOIL 'TEST DONE BYX?E LAYDEN OF ATLANTIC DESIGN_
"OP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR WITNESSED BY N_ ) �8L�131I�I9f!_
r 10 FT, MINIMUM FROM SLAB OR CRAWL. SPACE OBSERVATION HOLE 1 ELEV.=__$�.s__ OBSERVATION HOLE 2 ELEV.=-104.0 ;. OBSERVATION HOLE 3 ELEV.=N1IO2.6
_LEV. = 10�.00_ 10 FT. MINIMUM -CLEAN SAND T : __-- MIN./INCH INCH AT INCHES PERCOLATION RATE <_ Z
PERCOLATION RATE _< 2__ MIN./INCH A, __ 68 __ INCHES PERCOLATION RATE _,_ 2 / .�_ MIN./INCH AT _______ INCHES
(PROPOSED) CONCRETE DEPTH HORIZZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
COVERS - LOAM AND SEED _ _
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT. 2" LAYER OF
1/8" TO 1/2" 0-3" A LOAMY SAND 10YR3_3 NO LOOSE
6" M -- -______- WASHED STONE - 0-6" A LOAMY SAND 1OYR3 3 NO LOOSE 0-4' A LOAMY SAND 10YR3 3 NO LOOSE
' 4" CAST IRON PIPE A 104.25 MAX. 103.00 MIN.
3.5 - - 3-4" E LOAMY SAND 10YR7 1 NO LOOSE
(OR EQUAL) MINIMUM X ___._ FRIABLE FRIABLE
PITCH 1/4" PER FT. Q - 6�28" Bw LOAMY SAND 10YR5 8 NO EL. 101.67 4-26" Bw LOAMY SAND 10YR5 8 NO 100.43
ZABEL FILTER ~`�`
FRIABLE.
i� 4-28" Bw LOAMY SAND 10YR5/6 NO EL. 93.47
FLOW LINE 101.25 \ °' LOOSE
❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ y ____ LOOSE LOOSE 10% GRAVEL
ELEV. = 101.50_ 7M N I o 10% GRAVEL 28-52" Ct MEDIUM SAND 10YR7 3 NO 10% GRAVEL 26-36" C1 MEDIUM SAND 10YR7 3 NO 5% COBBLES
101.00 2,0., °X o 0 28-52" C1 MEDIUM SAND 10YR7j3 NO 5% COBBLE
ELEV. ffi --1 LEVEL ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ° -
ELEV, = 1�?�.25 AF S ELEV. = 100. 6 ::.SUMP ELEV. = 1 P0_67 °o° o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 2' o -------
B DISTRIBUTION ° ° 2-126 C2 MEDIUM SAND 10YR7 2 NO LOOSE 2-128 C2 MEDIUM SANp 10YR7 2 NO LOOSE 6-120 C2 MEDIUM SAND 10YR7 2 NO LOOSE
ELIE ', _ ° ❑ i❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 98.50
LIQUID OUTLET BOX JQy 5O , o o° o ° o o ELEV. _ ____._ NO WATER ENCOUNTERED AT ___10,5._ ELEV. _ _-85.3_- NO WATER ENCOUNTERED AT __M67! ELEV. _ --93.3.3. NO WATER ENCOUNTERED AT 1(,-- ELEV. _ -_92.5._
DFPTH TEE 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 2-500 GALLON DRYWELLS WITH
5 FEET 19 INCHES IF MORE THAN ONE OUTLET STONE IN AN
6 FEET 24 INCHES 1500 GALLON TO BE PLACED ON FIRM BASE) 13' x 25' X 2' TRENCH FORMATION z WELL U/..�_
8 FEET 34 INCHES SEPTIC TANK ( - --- 5.17 ZONE-N.XA___ -x 103.7 LEGEND: DESIGN CALCULATIONS
3/4" TO 1 1/2" CLEAN SOIL ABSORPTION INDEX�� � _
� _-__- EXISTING SPOT ELEVATION OOxO NUMBER OF BEDROOMS 3Y
DOUBLE WASHED STONE ADJUSTL _�-
FREE OF FINES & Si:_T � SYSTEM SAS � ���� --' � "°` EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NOT ALLOWED
BENCHMARKS '1"01:6 i°o FINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW
USGS PROBABLE WATER TABLE ELEV. = _L1/A _ CATCH BAS/N i 104.2 FINAL CONTOUR- 00 ( 110 GAL./BR./DAY X _ 3, BR.) _ 39_ GAL./DAY
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( j ) ELEV. = _1I,lA_ ELE�4TlON= 100.00' r i SOIL TEST LOCATION �j REQUIRED SEPTIC TANK CAPACITY _1 GAL.
NOT TO SCALE BOTTOM OF TEST HOLE ELEV, _ �3„3,3_.5T#2 (ASSUA!FD) - ,00Z° UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK ---- '' GAL.
i TOWN WATER �W W SOIL CLASSIFICATION _ I�
x 104.6 CATCH BASIN T®� DESIGN PERCOLATION RATE 5_5-- MIN./IN.
OAD -TOO.0 `-7 EFFLUENT LOADING RATE _4�7-4_ GAL./DAY/S.F.
Imo, 1 GAS LINE C. LEACHING AREA _47Z- SQ. FT.
tO ,4 -'' / � � � CLEAN OUT
CESSPOOL C.P. Q (13 X25)+(76 X2)
I .� LEACHING CAPACITY (AREA X RATE) _352- GAL./DAY
Y�HG / / °o°° x• I � � 477 X 0.74 -
:. : F RESERVE LEACHING CAPACITY 3$
�� / Op% .'"'�,., � � 105.2 �_ GAL./DAY
54.
g� NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
7'8 TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE
i DISPOSAL OF SEWAGE.
x 103.0 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
� I , ,�,., �,.•,•I,,.r„• WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
/ 97 5 - - 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ `tPyys _ _ -0a8o1- - USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
96.1 \ \ ' $ 'a'"f , T 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
iy 7+,i �' •' DRI PE
\96 ,ESL; rh t 1 a DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
/ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
\ \ ,-- ,p �x r,'•4. ;,; , ..,,,;•;, 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRA�TOP,
•� ' \ \ x ;� �,,' u,Ie'�i.j�, 5 �,,� j IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
x \ \ '_1 far a1 \ �10 , .,. r' , PRIOR TO COMMENCING WORK ON SITE.
6 � �` ,.,•,;:,: '; 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
>/4.g i x �1'0 \ \ \SEPTIC Y N '' 1 I SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
\ \ \ \ 1 �, •' IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
94 x 901 \ \ \ m \ 04 \ 4 14 1`%n, 8. PARCEL IS IN FL000 ZONE ___C__ - -
N� y! 9. LOT IS SHOWN ON ASSESSORS MAP _-�2L5_ AS PARCEL _ 35
\\ \ AREA \ \\ \ `�`�'� \ 2'' ' 1 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
\ \ \ \ \ \ PROPOSED \ %; �•, FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM,
\ �- h, y GAP.AGE� = 111.1 AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3)
V q5, J�7�..? J�.F � V A \ <„ y,� � 20 %; DWELLING h 1, 1
(I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
\ \ ,, OJr /' EJ� 11. CLIENT TO DETERMINE IF WATER SERVICE IS AVAILABLE FOR THIS SITE.
\ \
V A A 4B„ A
' O
104.6
104.4
x 9�.8 / \
78.1
I I \ \ \ \ \ ��� r 4°a •Z ROB O+I
b 'I'L APPROVED. BOARD OF HEALTH
n
x 8,. r,3 24;�
.?1241 DATE AGENT
\ PROPOSED SEPTIC DESIGN
\ \ \ \ \ FOR
i
JIM SPALT
SERVIC
L 6 8 S HO 0 TFLYING HILL RD
G
=-°A° BARNS TABLE, MASS
CR&GG R. SHORT,ROA.E.
508- P. 0. BOX 1044
�\��' 398-8311 SOUTH DENNIS, MASS. 02660
LO SUS [!!�NE 12, 2003 SCALE 1 „ = 20'�
G,
I
x 85-N J�REV�
�IJULY 29, 2003 Job °' 1 -970
Fw .`_ � _ _ 1 v� SHEET 1 OF 1 .
d�4.7 �'C'f�.�'T.� .._I_
01-0970 S a/t 5P-01.dw 02003 CRAIG R. SHORT, P.E.