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HomeMy WebLinkAbout0035 OCEAN VIEW AVENUE - Health 35 Once in View Avenue Cotuit r A = 034 077 l ry f �I TOWN OF BARNSTABLE LOCATION 3 S / V'—�;, SEWAGE# Z00-: VH.,LAGE �OLV - ASSESSOR'S MAP & LOT 03y- 027 INSTALLER'S NAME&PHONE NO. SDB- 2 2 SEPTIC TANK CAPACITY /5,00 LEACHING FACILITY: (type) 2 tDU OeW WA:dlS (size) S X I NO. OF BEDROOMS 3 BUILDER OR OWNER l9 PERMIT DATE: �/`�'.4 COMPLIANCE DATE: (7 ° 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 ������ M�'%9 u���p l3���c �. r i � - � yn�� s o . �� F,� ,� ,, ro. �E o J" l� Fee e • THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(pprtcation for Migooal *proem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) XComplete System ElIndividual Components Location Address or Lot No. 3S OfeaA-t I-1 1 4iff CP�%A- Owner's Name,Address and Tel No. Assessor's Map/Parcel ��Y��� ©�y �7� Installer's Name,Address,and Tel. o. Designer's Name,Address and Tel.No. / Type of Building: Dwelling No.of Bedrooms Lot Size7� sq.ft. Garbage Grinder( ) Other Type of Building QSl t o(2a Lk No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow -73-T- gallons. Plan Date e'VO V C1, Zoa2 Number of sheets Revision Date Title Size of Septic Tank eVe4,i ISZV #/d Type of S.A.S. Z`SW5 644,9-i ee - c pp Description of Soil �(nj t� vied d►-O /% oua n e4i Ate Nature of Repairs or Alterations(Answer when applicable) l� v CeJJP-- /S W ��0 f24 O At- 72 4- 3-- Co 0� 9 A/ Cyr a,.,Z- 4 Z S` ' X Z' lac:- r c �/'ti tlt -ion Gesw,GL1 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 issued by this Board f He h. Signed Date y—9" Application Approved by Date Application Disapproved for the following reasons Date Issued Permit No. Zb©� 'f�� lqg THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zippfication for Migaal *pgtem Congtructton Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) XComplete System ElIndividual Components Location Address or Lot No. 3 r Qte a," V,4.4,.J vc (�- Owner's Name,Address and Tel.No. ' c yt4*(,.,a Tel. yetc N ., Assessor's Map/Parcel 77 . Installer's Name,Address,and Tel. 0_1 r' Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) t Other Type of Building VA-1 r�ak4:a No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow 3 7 Q gallons per day. Calculated daily flow 3 gallons. Plan Date ,"VO ✓ 9r Z,P03- Number of sheets Revision Date Title Size of Septic Tank 111VP.4-j Type of S.A.S.' 2 -JW9 44A-U-Ike r'-1 1-e pp Description of Soil w t �o V o! d�'V%.v, /Cj OcPaa, eve Nature of Repairs or Alterations(Answer when applicable) 10,ce cey cd h W r1 4 /SN R . O f AI a,M!< b— Q() 04-,-d Z- 19 Al- C4A."b-e-.j &, 2 S'a , / ' K Z` LraUl. rtH L L► . �o V0�^iA.r!�� Yt2!�1 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 pfgFi the system in operation until a Certifi- cate of Compliance has been issued by this Boardfof Health. Signed r , ���/ '' Date T_ u_ _ J Application Approved by Date ?-a Application Disapproved-for the following reasons � I Permit No. Zo03-k5?_ Date Issued •/ 3 THE COMMONWEALTH OF MASSACHUSETTS CS 3 y/�7 BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by o.5-t . / < at r S'U®Cry r-Gc✓ /A' has been constructe m ccordance with the provisions of 9'tPe.5 and the for Disposal System Construction Perm�•tJNo' -1 dated I Installer,�.� e44 0, 1?A24vd5 Designer / The issuance of this permit shall not be construed as a guarantee that the system will function as desGn. Date Inspector Y --'----------------- ---------- --- No. Fee _SZ �- THE COMMONWEALTH OF MASSACHUSETTS 0 34110 7 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS migpogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(K Upgrade( )� S Abandons ), System located at 3 G2O�v! 44-{.r y 1 " 4V",,t . 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 ust be completed within three years of the date of this perm' . Date: c 3 Approved by TOWN OF BARNSTABLE LOCATION SEWAGE # L VILLAG ASSESSOR'S MAP.3 ea& LOT 03y INSTALLER'S NAME&PHONE NO. 2 D- 9'?3 S` Jo. l U.6 SEPTIC TANK CAPACTTY /SDO LEACHING FACILITY: (type), ,120 p�"� Y�/1� (size) 5 X 13 NO.OF BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: S l7 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 fac lity) Feet Furnished by I I I e a-151 i*4 I � 1i Design Calculations N v Number of Bedrooms: 3 Garbage Grinder: Not allowed with this design School St. S TE Leaching Capacity Required: 330 Gal./Day Cotuit Leaching Area Required: 330 Gal./(0.74 Gal./Sq.Ft.)=446 Sq.Ft. Q) Bay . � I Proposed Leaching Structure: 1 -25'L X 13'W X 2.0'D Leaching Trench COTUIT -�� lu f Point Dr. � O R ° F . HAYDEN ,E I V y J R . Leaching Area Provided: 479 Sq.Ft.� } , 1 Proposed Leaching Capacity: 355 gpd > 330 gpd. req'd. CO LOT X 1 7 C X 20 95' ���`O\� �� 11.0' 11 03' CB. [_G C U S 3 11 H. # T.H. #1 GENERAL NOTES No SCALE LLJ iSTK nd. 0 50 STK. Q 1. ADDRESS: 35 OCEAN VIEW AVENUE, COTUIT \\ f q 221'��'I fnd. \ \ 2. ASSESSORS NUMBER: MAP 034 PARCEL 077 1 3. DEVELOPER'S LOT: LOT B \\ X 10r B . 0 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FORM AN (ll 3, 0' X 1 ON THE GROUND INSTRUMENT SURVEY. 5. MUNICIPAL WATER IS PROVIDED TO SITE AND SURROUND1� 6. REFERENCE PROPERTIES. PLAN OPLANBOOK 300 PAGE 32 i first ft. deck 7. THE SITE IS LOCATED IN ZONE C ACCORDING TO THE FEMA FIRM ✓- (flagstone Patio , PANEL #250001-0018D, REVISED 7/2/1992. i below) ;" 9. R SO RCE POTABLE WELLS DEA NEA RE LOCATED BY GLEN WITHIN E.150 FEET HAARR NGTON, R.S.SAS. 2 � N 9 X 13,8� DWELLING 0 27�' 14 CONSTRUCTION NOTES LI4- ° L I N G O /1\�J.:' 1. Contractor is responsible for Digsafe notification LJ 0 ,I � s l Qa b et,- O P and protection of all underground utilities and pipes. 12 92 ' O 2. The septic tank and distribution box shall be set O 15 level on 6" of 3/4"-11/2" stone. '' \ 3. Backfill should be clean sand or gravel with no v stones over 3" in size. 16,90' f di �� 4. This system is subject to inspection during installation by Glen E. Harrington, R.S. 5. The contractor shall install this system in accordance e with Title V of the Massachusetts Environmental Code 0 gas \" and the Regulations of the Town of Barnstable. z meter ,= G X 6. Provide an Acme Precast 1,500 gallon, H-10 septic tank, one H-10 D-Box and 2 H-10, 500 gal, chambers, or equal. e5 �� 7. No vehicle or heavy machinery shall drive over the <` septic system unless noted as H-20 septic components. �tes. 8. Install gas baffle or equal on septic tank outlet tee end. I iI e and Ygr0IInd \��� y I s VV /� , 9. Existing cesspools and leachate contaminated soil to be removed L ode V°� X 3cJ' - 25 L X 13 2, D and disposed of properly off site. tit�P �'j leaching trench u s I n g 10. All existing inverts and site conditions shall be verified by contractor. 11. Contractor to remove soils considered to be unsuitable or impervious �D 2 H - 1 0 500 gal • Chambers with and replaced with soil according to 310 CMR 25.255, as necessary. / 49 of stone on sides 8c ends. SITE PLAN (^l 1-20"DIAM.ACCESS MANHOLE \J SCALE: 1 "=20' /� 5' BENCH MARKoN CONCRETE BOUND LOT B /� ELEV.= 12.24' MSL (APPROX.) l AREA = 6,5 7 6± SO- FT. 0 ® ® I� ®- 34„ SOIL EVALUATION ® ® © ®I 24 Date of Soil Eval.: March 1, 2002 (T.H. ##1) & June 20, 2002 (T.H. ##2) at Lot A. - - ....- - - �. Test Performed By: GLEN E. HARRINGTON, R.S., CSE STEEL REINFORCED PRECAST CONCRETE 2 500 gal. chambers H-10 TEST HOLE ##2 WITNESSED BY: DAVID STANTON, HEALTH INSPECTOR Excavator: Joey's Septic Service PLAN VIEW END-SECTION H-10 500 GALLON CHAMBER Test Hole Test Hole PERK TEST @ THE NOT To SCALE No. 1 No. 2 PERK RATE ASSUMED @ <2 MPI FOR DESIGN PURPOSES 4 5 4' DEPTH SOILS ELEV. DEPTH SOILS ELEV. USE ACME PRECAST OR EQUAL 0 11. 33 0 11.0 Water Table Adjustment @ TH-1 2" OF 1/8" TO 1/4" Organic g Map: MIW-29 PEASTONE (WASHED) 3„ 10 78' 1-1 1ond Zone: Zone A A 9" 1DYR3/3 10,25' Adjustment: 2.6' Loamy sand 13" 10YR4/2 9.95' Bw Adjusted GW Elev.= 4.13' 24" MIN. 000 isd o n 30" loom�x5°6d 8.53'Bw zs" s.83' PERK TEST @ T.H. #2 PERK RATE ASSUMED @ <2 MPI FOR DESIGN PURPOSES 2 H-10 500 gal. chambers weeprnq___ 1.53' 109" weepin 1.92' Water Table Adjustment @ TH-2 L-3/4" TO 1 1/2" WASHED CRUSHED STONE PROPOSED SEPTIC SYSTEM UPGRADE C 1 C 1 Mop: MIW-29 ����OFMgS�4 med. Bond med. sand Zone: Zone A TRENCH CROSS-SECTION �� I . 2.5Y6/4 10YR5/8 Adjustment: 1.9' C 132" 0.03' 120" 1.0' Adjusted GW Elev.= 3.82' NO SCALE R. F. HAYDEI JR. RI AT o RIM � LEGEND .1070 35 OCEAN VIEW; AVENUE *NOTE: ALL PIPES ARE 70 BE 4" OIA. SCHEDULE 40 P.V.C. PROPOSED 1500 GAL F-tS"(EQ` � BARNSTABLE (COTUIT), MA 10' min. from *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. 0 a H-10 SEPTIC TANK �� house to septic tank Finished grade over system=2% slope away Raise covers to within DENOTES EXISTING PREPARED BY: 5 HOLE Existing House 6" of finished grade X 104.46 SPOT GRADE slab Elev-12.92' DIST. BOX GLEN R EXl$Tt ACE Existing Grade Elev.=12.6't y . ., .. ,", . .. .,., ..,, .... --•- 95 ------- EXISTING CONTOUR • S = 0.02'/ft. 32.6" moo - J L E D A ROSE LANE Level for 2' S-01 Min" 2-1/8-1/2' x Line y-yo• PROPOSED �. washed stone Top Peostone E ev.=11.63' y < 1500 GAL, r SEPTIC TANK a N 12' Invert Elev.=11.13' H-10 DEEP TEST HOLE TEL: 508-428-3862 ® o®c� a Bottom of Leach 24"MIN w GAS ORSEQUALE ; �� 25' Trench Elev.= 9.13' -_----- -----_--_----.` `----__ APPROX. LOCATION FAX: 508-428-3862 -" v LEACH TRENCH 5.0' W EXISTING WATER SERVICE Existing Inv.slev.=11.95' 6" OF 3/4"-11/2" STONE > d > II c i. © CESSPOOLS TO BE PUMPED SCALE: 1 =2O' DRAWN BY: GEH NOV. 9, 2002 vAd' GW @TH # 1 Elev.=�.13' MSL_ & BACKEILLED SYSTEM PROFILE 6" OF 3/4.-11/2" STONE DATUM:MSL(approx) FILE: HAYDEN2.DWG SHEET 1 OF 1 Not to Scale