HomeMy WebLinkAbout0064 RIVER ROAD - Health 64 River Road
Marstons Mills
A 078 01700'4
,I
I
TOWN OF B SABLE �:C,
LOCATION �4Ewiof, - SEWAGE #
VILLAGE �CA )J�D-,'-) ASSESSOR'S MAPO&NT"7-�1
INSTALLER'NAIMO O.�
SEPTIC TANK C APACITY �
LEACHING FACILITY: (typ size)2•��x ,a►S X �
1 NO.OF BEDROOMS 1b-J*?CS
BUMDER OR OWNERH-nM , Inn On
PERMITDATE: COMPLIANCE DATE: tc
S
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
6AR
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No. U oZ ! Fee v V
9THFE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:
Yes
PUBLIC HEALTH"DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for Mi5po!5a1 *potem Construction Permit
Application for a Petnut to Construct(ZRepair( )Upgrade( )Abandon( ) INComplete System El Individual Components
Location Address or Lot No. d q Rive.- RA m17115 Owner's Name,Address and Tel.No. 5708 7?1-- 3 9//`1
Assessor'sMap/Pazcel 0 r7 1 ° 71 Royer' k0c,,A
TerAt mAP oe7o gon 2Sp rS o i IS A
Installer's Name,Address,and Tel.No. �t9a '8 rj'j-- qS 9°l DesiFer's Name,Address and Tel.No. �a '
R QBe✓ilo�cgpuw �^ (fS5 PesijjlTeee ►Q*o.,
P 0, Boy, 62-d I'DarPfr 'L° 1��IA ®`2tyy I Z Im Th*?" IRwoeS
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 17 .514 sq. ft. Garbage Grinder( )
Other Type of Building .S F 14 No. of Persons Showers( ) Cafeteria( )
Other Fixtures
S w. ed�i�iF/
Design Flow 1330 gallons per day. Calculated daily flow gallons.
Plan Date " 2S-Op. Number of sheets a Revision Date
Title for Pjue) Proposed //case_ 4 .SAbsa,l%ce Sewa!e niSPosct I ScySyfe�n
Size of Septic Tank IY60 Gal C s Type of S.A.S. 5 Ric�ti -'em"i- lad%�TvmtTv�S
Description of Soil 0 -1�. �r�.�� Le��ctwt � /`���2�� ��t�., �� 32-�3 0/MF
S3al2D F;1)e Sand �2 P� 102173 v�
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 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by` card of Health.
Signed 1 Date
Application Approved by Date 4 A t#a
Application Disapproved for le following reasons
Permit No. 1)o 2 ', ``/g Date Issued �! D2
No.
Fee
Aq!. `"Tlt COMMONWEALTH OF MASSACHUSETTS Entered in computer:
�. f. Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
ZIppricat on for ]0igpogal 6pgtem Con!Aructtou Perron
Application for a Permit to Construct(/Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. `q River Rd. A,r5Toh5 tMi I/5 Owner's Name,Address and Tel.No. 5 D8 ??l--
t Ed:T-, mjI4;dn� c-d kob— Lars..
Assessor's Map/Parcel 07 O�.2'S �� 7 1 R d ver- R p
rG,�
F
Insttaller's N/�ame,Address,and Tel.No. 5 p8 -8 3`j— g c�cl Designer's Name,Address and Tel.No. ���- 5 yo- ��0�
RT 8evI'rAC?L4 \ e�! rf 1355 pPSic�vl�Je{t" >?�l�,ri
+�Lb�`1 1 C,y GtpTha✓�nP ice 13gtcS /1or„�
O o b2 ForP i�u�e dV1�1 M
Type of Build_ ing: w !
3/
7 SIC s Dwelling No.of Bedrooms Lot Size 1 q.ft. Garba
ge e Grinder( )
Other Type of Building S i�0`14 No. of Persons Showers( ) Cafeteria( )
Other Fixtures
-� 0015 tl
Design Flow 33 0 gallons per day. Calculated daily flow �f 5� gallons.
Plan Date A - )q- no- Number of sheets a Revision Date
Title PIOT elanp s agej f/vae 4 S,aD l S,1rAw seW"rdO_ VICPnc.� I �u_STPvn
t Size of Septic Tank 15e>o Ca 1/05 Type of S.A.S. l 261TIa+tors
Discription of Soil O-10 Sa nb art /2- 2 �� ��im e o__ _5n j Cl
Nature of Repairs or Alterations(Answer when applicable)
t
Date last inspected.
Agreement: K . <
�> The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposalisIystem
in accordance with the,provisions of Title of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance hag been issued by oard of Health.
Signed Date /
Application Approved by Date 6 a
Application Disapproved for a following reasons
Permit No. 7 o u 2 CI g Date Issued Alva
———— ——————————— ———--
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 S 8r1,11UC2c. A
at 6q Rl-v� Roch b,l fin,, 162la, 64$/ C has been constructe• it accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. _31WJ -311' dated q.14ZOA
Installer R.1 6e v;1^r 11 u rA _ Designer 6 5 S d P S i
11
The issuance of this permit shall n t be construed as a guarantee that a syst t nc 'on as designed.
Date �_� Inspector
--------------------------------------- - -
No. U o 1 - 3 Fee/Qo --
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Digpoaf *pgtem Cougtructiou Permit
Permission is hereby granted to Construct( )O Repair( )Upgrade( )Abandon( )
System located at (.q EMa.�
F 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:Construction must be completed within three years of the date of thiMA4
=Date: a Approved by �S
-Y
COMPLETEi SENDER: •N COMPLF76 THIS SECTIONON DELIVERY
■ Complete items 1,2,and 3.Also complete A. i at re
item 4 if Restricted Delivery is desired. ent
■ Print your name anti address on the reverse dressee
so that we can return the card to you. 'Receive d by(printed Name) Date o Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address different from item 1? 1:1 Yes
1. Article Addressed to: If YES,enter delivery address below: ❑No
&V t t CLC- Luz- &:5 ds\
x,
P.0• x 6 2 1,1'z;'
07 . Service Type;
�f CertifIda Mail ®Express Mail
❑-Registered Return Receipt for Merchandise
❑ Insyred Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Ye
2. Article Number -
(Transfer from service fab 7 0 01 1.940 0 0 5 .3 7 6 9' 6 7 3 2
PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540
UNITED STATES POSTAL SERVICE First-Class Mail 1_
Postage&Fees Paiiv
USPS
C Permit No.G-10
`� • Sender: Please print your name, address, and ZIP+4 in this box •
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TOWN OF B SABLE �.C •
LOCATION I4 - SEWAGE #
VII,LAGE Ir. ASSESSOR'S MAP087 OT 17-0u1_
--
L'�1STALLER'S N O O.� i-� �-
SEPTIC TANK CAPACITY
LEACHING FACIL=: (ty4l size)Z•�3 x ,r�►Li X �• �
• 1 t I�-Y G�.�-G C S
NO. OF BEDROOMS
BUILDER OR OWNER I
l ) 6
PERMTTDATE:. COMPLIANCE DATE: o� o
Separation Distance Between the:
• Maximum Adjusted Groundwate 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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\ BSS
n a �6.3 0. 0+ / = 54.10 DESIGN
/ MIN SAPLES q
coo �• \$ LOT 2 55.09 LAND SURVEYING
016
56.91 Q V)M h� / •s_ 14" LOCUS LOT 1 4 CIVIL ENGINEERING
/ y zo �d •53.20 + x 54.49 8" PINE 55.6 LANDSCAPE ARCHITECTURE
m / oo 38
0R 4"w 44
s6.s7 � \ S48'01'58"W 93.32' �
1 i 5Is32•�g o BSS Design, Incorporated
7 40.00' S48.02'S0"W N N 6%. 164 Katharine Lee Bates Rd
/ • AK 25 $3 W U } ` N 61 8 e" Pi VIE Falmouth Massachusetts 02540
n/ 18" / t `- 508.540.8805 FAX 508.548.8313
LL I" PE WA TER SERNCE W ,6 _ 1
-L - _
x 52.46 W Nw SEPTIC NK \ \ x 54.53 - ---_- Sa60 _ _-e
3 DB3 ` \ 54.27 8" PINEkp
_
O 52 2 I (5 /GH-CAPAa Y/NnLTRATORS PT x . 1 - - - -----G -- -y----- �/�
O l W14' O DOUBLE-WASHED STONE 24'Q#3 = 8" PIicE53.48 6 ----- G �iS V
/ LL-AROUND & 1.3" BELOW, " PINE v OPOSED Y _ae SS
c 5 / •53. o BOT. AREA - 10.8.3' x 38.25' r' `' c _-_
l ` I
f•'. ' •::i x 5 .93 THR BEDR--M___---1 --o O�3
81 • 20 MAPLES O
x 52.4s Ti , 3O• FF. EL 56.0
Z - --- -- - s304 t G _ �.6 LOT 4 I
f \ c ---- PROPOSED 172526 w
IS!6 c EXISTING DRIVEL -G PROPOSED OR/VE ___ ----- 1 GARAGE I � N U
I x 54.67 0` O J
• _ - x-s4.ao- -- -- SLAB EL. 54.5 rn cr
5 6 2Q�Se -- -14r MAPLE 0 X 54.42 N li 0
1 " • s ��• B++W 242.60' �' Q
•614 LOC S / S48 09 0 0
x 53.30
Li^ w LILJ Q
O � ..
_ -_
c / / �$2 LOT 3 \ (26' MAP�E 30" MAPLE (n
Q Q
M N x 52.29 53.95 54.93 L O
298.3 Z w
x x 51.57 '
CB RE FND / S48.09'�W ss,7s U
v J z LLJ j U!)
C11
� 0 - z
o p I - W 0
�C„ BENCHMARK: TOP OF BOUND. EL 55.00 J
m o _ I-
� i ~ N �
�; J p w Q O Q
<t L
LOCUS MAP NOTES: �- Q a.. = J
CNJ
/LO P�� OF .�Q 1. LOT No. 4 RIVER ROAD scale
1"=20'
�uS 1 LEGEND: ti a. �vy 2. ASSESSORS No. PENDINGEIV) dote
r`+ � 3. ZONING DISTRICT: VILLAGE BUSINESS A
3 � ZONE AP x 54.59 EXISTING SPOT GRADE L. AUG. 28+ 2002
• 4. FLOOD ZONE: ZONE C drawn
co ' ;:. ;•os. x 54"6 PROPOSED SPOT GRADE Q�;
LIJ PROPERTY LINE ���� 5. SPOT GRADE ELEVATIONS ARE BASED ON LMP/TJB
TOWN ,�CD :` MAIN CB• CONCRETE BOUND F�- OP OF OPO CONC.ABOUND N ELEVATION 55.0 the L�
_ TIP
US S , TEST PIT ;� 6. ALL DISTURBED AREAS SHALL BE RESTORED job number
LLJ R/ �FFT oHw EXISTING OVERHEAD WIRES WITH 6" OF LOAM AND GRASS SEED. 2057.04
cr_ / I 28 G EXISTING GAS SERVICE 7. RELOCATION OF GAS SERVICE TO EXISTING HOUSE title
z ON R ' w EXISTING WATER MAIN r TO BE DETERMINED BY GAS CO. & HAMILTON HOMES. 1 OF
PLAN
8. CONTRACTOR SHALL NOTIFY DIG-SAFE 72 HOURS drawing number
cp, EXISTING UTILITY POLE PRIOR TO ANY EXCAVATION.
Cr
o P8-42
• REQUIRED � BSS
• CONCRETE RISERS AS
FF EL 56.0 TO BRING CENTER TANK COVER TO CONCRETE RISERS AS REQUIRED SPECIAL NOTE TO CONTRACTOR: EXTRA SIX INCHES OF LARGER STONE OVER
WITHIN 6" OF FINISH GRADE TO BRING ALL OTHER COVERS (& DBOX) INFILTRATORS (ALONG WITH ANOTHER 12" (MIN.) OF FILL) REQUIRED IF H2O LOAD D E S 1 G N
TO WITHIN 12" OF FINISH GRADE RATING IS NEEDED (SEE DETAIL BELOW OR CALL INFILTRATOR SYSTEMS INC.).
54.0 53.0 52.6t minimum 2% slope 52.8-52.6
FIRST 2' SHALL INSPECTION CAPS (3) TO LAND SURVEYING
" x CIVIL ENGINEERING
51.5 BE SET LEVEL BE WITHIN 6 OF GRADE 4CCLEAN BACKFILL 49.78 LANDSCAPE ARCHITECTURE
1/4" per foot 3 PIPES (LENGTHS VARY)
Z:
3� " 50.3 14' MAX. ® 1% MIN. SLOPE eastone
1/4 per foot 49.36 ( / - / )p
2" 1 8" 1 2
LIQUID LEVEL 6' 1 BSS Design. Incorporated
O
49.6
50.80 50.40
10' 14"
Massacthusetts 025 0
164 Katharine Lee Bates Rd
Falmouth
FOUNDATION 3� 4 G.B. 50.159.67 49.50 - -- - -- - -- 49.11 508.540.8805 FAX 508.548.8313
BY OTHERS r
1 END PLATE 3/4" - 1 1/2"
I I ® UNIT ENDS M 35" OF DOUBLE-
20' 10.5' 24' 47.78 WASHED STONE W
iv w
SEPTIC TANK DISTRIBUTION BOX ~
USE 1,500 GALLON AASHTO - H10 3 HOLE AASHTO - H10
46.70 = U I---
PRECAST SEPTIC TANK
A. 2 83' 4--� F-
�'T W
OF
H.C. INFILTRATOR W (n
SUBSURFACE SEWAGE DISPOSAL SYSTEM N �
USE (5) 2.83'x6.25'x1.33' - H2O MOLDED 0- _
NOT TO SCALE POLYETHYLENE UNITS END-TO-END WITH O (n OQ
V OF DOUBLE-WASHED STONE ALL-AROUND GROUNDWATER 0-
a;2 t AND 13" STONE BED BENEATH U)
TOP-FEED CENTER & END UNITS Q
,at�?
CRITERIA TEST HOLE DATA a. w (n Q �
DESIGNC LLI
vi
PERCOLATION RATE = <2 min/inch in SAND :2J
w
NUMBER OF BEDROOMS 3 bdrm design „-62 IN T.H.#3a U 0 J
DESIGN FLOW 110 gpd/brm 44 ro Z Q = W
GENERAL NOTES TOTAL DAILY FLOW ' 330 gpd TAKEN BY: L. Perry C.S.E., BSS Design Q LL_
WITNESSED BY: David, Health Dept. J o Z
} G_
CuCL 1. All s tem tom onents shall be installed in accordance DATE: July 31, 2002 m o O
CD
p CALCULATIONS w J
N with the State Environmental Code Title V. Minimum P#10293 V) Q - � (n
m Requirements for the Subsurface Disposal of Sanitary 0 SEPTIC TANK: a ~ IY
Sewage, and any local rules which may be applicable J Z Q O Q
"' 2. The Barnstable Health Department must be notified DESIGN FOR USE WITHOUT GARBAGE GRINDER SOIL LOGS � Q a = J :2co when the system is installed, and prior to backfilling 330 gal/day x 200%' = 660 gal/day T.H. 3 T.H. 4
Cuco for inspection. 1,500 gal TANK MINIMUM REQUIRED E� DEPTM ELEv DEPTH stole
3. The stone around, below, & above the leaching chambers shall 1,500 gal H10 SEPTIC TANK PROVIDED 52.7 A S. LOAM 0 52.5 A S. LOAM 0 NOT TO SCALE
Q consist of washed stone ranging from 3/4 to 1-1/2 inches in I 51•7 12' 51•e a date
size and be free of iron, fines, and dust in place. The stone SOIL ABSORRPTION SYSTEM: a LOAM a LOAM
3 shall be covered with at least a 2 inch layer of washed stone 50.0 32- 504 AUG. 28, 2002
ranging from 1/8 to 1/2 inch in size, and be free of iron, (5) HIGH CAPACITY INFILTRATORS WITH 4 DOUBLE- c1 M. SAND c1 M. SAND drawn
o fines, and dust in place. WASHED STONE ALL;AROUND & 13 BELOW 4e.3 47.3 63. LMP
0- 4. The grade above and adjacent to the leaching facilit shall sloe c2 c2 checked
g � g y p LEACHING AREA PROVIDED: STATE TITLE V
at least 2% to prevent accumulation of surface water. SAND �D
cc 5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal SIDEWALL = 2(10.8'+ 38.3') X 2' X 0.74 gal/sf/day job number
at 1/4 per foot (2%) slope. = 145 gal/day 2057.04
cc 6. Flow equalizers shall be installed on the ends of all outlet BOTTOM = 10.8'x 38.3' x 0.74 gal/sf/day title
i es inside the distribution box. = 306gal/daySSDS DETAILS
z PP 2OF2
42.7 120" 43.5 108"
TOTAL LEACHING CAPACITY = 451 .gpd DRY DRY drawing number
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SYSTEM HAS 4 BEDROOM CAPACITY P8-42