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HomeMy WebLinkAbout0298 TOWER HILL ROAD - Health ''29$ 'owe-41 ill Road Ostervill . _A 742 _ TOWN OpF1BARNSTABLE Ems- LOCATIONQ?�� �Orr/�r h`� �� t/��lJ SEWAGE # C%YI�"D-?-,Z VILLAG ASSESSOR'S MAP & LOT�4I-�'03 INSTALLER'S NAME&PHONE NO. �irr1©1e,1fW .SEPTIC TANK CAPACITY fS�✓rJ(,aL '`��� LEACHING FACILITY: (type) f-,d ;., afe-h:-j (size) NO. OF BEDROOMS BUILDER OR WNER // WVt i PERMITDATE: %/A71/ COMPLIANCE DATE: aS D / Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility St 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 s within 300 feet of leaching facility) Feet Furnished by 6'lrrJ �rrirAy Ter r avb� �o' No. � Fee y ✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for �Digozal *pztem Con0truction Permit Application for a Permit to Construct( )Repair(Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. ^^ Owner's Name,Address and Tel No. p 'I Assessor's Map/Parcel -D Installer' Name,Addres ,and Tel.No. Designer's Name,Address and Tel.No. PG Type of Building: yy�� Dwelling No.of Bedrooms�— Lot Size OV sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 11 Type of S.A.S. _ - Description of Soil; 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 issu by�is B ar e Signed `- Date /h7l- / Application Approved by Date Application Disapproved for the following reaso Permit No. Date Issued M i No. Uf./ �o/ � M Fee V' THE)COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ ✓ Yes w" T PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Oi5pogal *pgtem Construction Permit Application for a Permit to Construct( . )Repair(Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. n J� ,Owner's Name,Address and Tel.No. a Erll�lC � /� Jl� 11 Assessor's Map/Pazcel l C^'' P I ' Installer' ame,Address,and Tel.No. Designer's Name,Address and Tel.No. �0l yTj�D�n C4`15r 641r-, �r��� 9IN ,fidefioll,a� Type of Building: Dwelling No.of Bedrooms Lot Size 00 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) -, Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date - Title Size of Septic Tank -Type of S.A.S. n ,� / Cal t� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: i 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 issuewk=l seal /�,/Signed Date 7 e ./ Application Approved by -A24, 1 _j 5 /!J Date Application Disapproved for the following reaso "� --- -- Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS i BARNSTABLE, MASSACHUSETTS (Certificate of Compliance.._ THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(X)Upgraded( ) Aband ne )b l� coeST- a at 2 has been constructed n accordance _ with the provisions of de 5 and the for Disposal S Iotam r^�astructi on Permit No. dated I) y P P Y ,... d f • Installer Designer The issuance of this permit shall not be construed as a guarantee that the s ste wi4 ' nction as desigj d. Date 3 S U�� Inspector l� --——— —•—---— ---- ----------- --- - - -- ^ No. moo(%'C.�`�'' � Fee� •►-_.� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpozar *pgtem Construction Permit Permission is hereby granted to Construct )Repair( )Upiade( )Aband ( ) System located at 1 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 co pleted within three years of th date of thI t. Date: Approved TOWN OF1BARNSTABLE ��- `' LOCATIONQn SEWAGE # _4C0- el- .0 VILLAGE__ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 0 '`6r9y SEPTIC TANK CAPACITY /SzUC, .�..?� LEACHING FACILITY: (type) e4*-h.-j IP) (size).2f /7 JX--;7 NO. OF BEDROQMS All BUILDER OR WNER // 4-.Ve PERMITDATE: i/P 71c11 COMPLIANCE"DATE: BSI D Separation Distance'Between the: Maximum Adjusted Groundwater iI' le 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 e�,,; hldrrig ,.i I lb avbo 4�• 30' V e� SITE PLAN Design: Calculations � e SCALE: 1 "=20' _ °� Jo Number of Bedrooms: 3 EXISTING v Joshua's Pond BENCH MARK SS TOP of IRON Garbage Grinder: NO, GRINDER NOT ALLOWED WITH THIS DESIGN C PIPE ELEV.=37.7' (ASSUMED) Leaching Capacity Required: 330 Gal./Day �� S I IT I� (° 20o Leaching Area Required: 330 Gal./(0:74 Gal./Sq.Ft.)=446 Sq.Ft. FREE po Proposed Leaching Structure: 1-25 L X 13 W X 2'D Leaching Trench S >>e.04D s Leaching Area Provided: 477 Sq.Ft. '� 3 #20o PONo TRFFT Proposed Leaching Capacity: 353 gpd > 330 gpd. req'd. o 0 STREET g -57 _ ;� ,�'❑ S H U A / S "OSTERVILLELOCUS �U, POND �' �� GENERAL (MOTES No SCALE � o LOT z a Z� AREA = 21,200 SO-FT. 1. ADDRESS: 298 TOWER HILL ROAD v `, `, qT� 2. ASSESSORS NUMBER: 142-038 of �` �� � ` 3. DEVELOPER'S LOT: LOT B 6, o 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN 1`S C E GROUND INSTRUMENT SURVEY. o 1 o '0 ON TH 5. TOWN WATER IS PROVIDED TO SITE & SURROUNDING PROPERTIES. ' � �a U.P. #17 ` �O E L PLAN BK 1 4 6. REFERENCE PAN: 6 PAGE 123 0-1 7. NO WETLANDS ARE LOCATED WITHIN 100 FEET OF SAS. C, ``•\ 7/10/0 8. NO POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. -13 3 HOLLY TREE CONSTRUCTION NOTES LESS ❑�' 1. Contractor is responsible for Digsafe notification`` '` ``'~ and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set o _ level on 6" of 3/4"-1 1/2" stone. o �1� �iG 3. Backfillshould � •�\ ,, be clean sand or gravel with no stones over 3" in size. d , ' ,• 4. This system is subject to inspection during installation O� by Glen E. Harrington, R.S. b 5. The contractor shall install this system in accordance p with Title V of the Massachusetts Environmental Code r ;, O Q� 2p$� and the Regulations of the Town of BARNSTABLE. O 9� 6. Provide an Acme Precast 1,500 gal. H-20, septic tank, 1 H-20 p t� O co 5-hole D-Box and 2 H-20 500 gal. chambers or equal. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. - • r fl - O_, __ _ _ 8. In tall eras haffle .or._eaPoJ—on _�,.,ttr ,t�.,k ,i,,.Ftd._ _ 1 Existing cesspool o e I in verified contractor. r 9 All existing inverts and site conditions shall be verified by c 0. E ting ce spo t b pumped and backfilled. C /" f' 1-251 X 13' X 2.0' D leach: g trenc using 2 H-1 500 al. chambers with B M.4' of s one on sides & ends. _ 1-20"DIAM.ACCESS MANHOLE 5 2� T❑P �TF PIPS .• ��. EL-;' 7.7 ' '(ASSUMED) 8 34' SOIL EVALUATION124" :;- ----- G SA F 1 — o E O PERFORMED BY: GLEN E. HARRINGT❑N, R.S.g0 h` 2 H-20 500 al. chambers � 0-344�) EXCAVATED BY: J❑EY'S SEPTIC SERVICE 1 1, g P , �a DATE ❑CTOBER 3, 2003 - ' _` END-SECTION STEEL REINFORCED PRECAST CONCRETE H-20 500 GALLON CHAMBER PLAN VIEW 4 TEST HOLE #1 ELEV. ' NOT TO SCALE 1\\\ o" Ap LOAMY SAND 35,5-• - USE ACME PRECAST OR EQUAL 10" 10YR3/2 34,67' 0 20���°� Bw IOOAMY SAND r�c � 1-80 a �aLHO PLANT DAt+aOE Qµ6 30" 33.0' REVISED: 12/24/03 - TEST HOLE ELEVATIONS 20 10 0 20 40 FEET C-1 MED, SAND OF PROPOSED SEPTIC SYSTEM UPGRADE ���N Ass 2,5Y7/4 =� PREPARED FOR SCALE: 1"=20' g E � CATHERINE HARTIGAN MARNEY T v,. 1070 AT 0 298 TOWER HILL ROAD s FGIS-(EQ`�� —10' min. from---.• *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. A��P BARNSTABLE (OSTERVILLE), MA house to septic tank *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. BOTTOM OF HOLE LEGEND Septic tank covers must be 132' 24.5' NO 1,,ATER ENCOUNTERED within 6" of finished rode Finished grade over system=2% slope away Existing House g PREPARED BY: 5 HOLE, H-20 FF ELEV. = 38.8f EXIST! DE DIST. BOX Existing Grade Elev.=36'f EXISTING CESSPOOL TOBE N R.S. PUMPED & BACKFIL ED GLEN E H A R R I N GTO full " . . . . . . . . . .. ... 12'.min. .. ". .. . - ; 9 LEDA ROSE 36" Max. �_ LAN E M . 2-, 6- 2 MARSTONS MILLS MA 02648 C e I I(b r S=. t Level for 2' woshed stone Too Peastone Elev,=34,68' Plumbing to be to' 1500 GAL. 2, s=.Oi � PROPOSED 1,500 GAL re-routed � SEPTIC TANK ;� O O O H-20 v N 10' Invert Elev.=34.18' H-20 SEPTIGTANK TEL: 508-428-3862 f n n GAS BAFFLE n �' ro M e o=o G Eli24"MIN. B tf m of each h OR EQUAL u d 11 29' Trench Elev.= 32.18' x 104.46 DENOTES EXISTING FAX: 508-428-3862 'w 4 SPOT GRADE LEACH TRENCH 20't = 6" OF 3/4'-11/2" STONE > II -- 95------ EXISTING CONTOUR SCALE: 1 "=20 DRAWN BY: GEH NOV. 6, 2003 Joshua's Pond Elev. = 12' (July, 2003) w SYSTEM PROFILE 6" OF 3/4"-11/2" STONE _-...___-..-__... Approx. location Not to scale existing water line DATUM: ASSUMED - FILE: ART SHEET 1 OF 1