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HomeMy WebLinkAbout0205 LONG BEACH ROAD - Health 205 song Beach Road Centerville A = 205 030 O TOWN OF BARNSTABLE C°E/5 W' ��e J / LOCATION e G+; 141 US &,aZh SWAGE # dOOP—0 3 3 VILLAGE /(e ASSESSOR'S MAP & LOT a 01-0 3a INSTALLER'S NAME&PHONE NO. ` A0,10C, SEPTIC TANK CAPACITY OS�pO l7'�� t�® �� /a0m Q1 /�-2d LEACHING FACILITY: (type) Al ll llc 7�-,e�� (size) NO. OF BEDROOMS 5' BUILDER OR OWNER �&v e- PERMTTDATE: I 6; COMPLIANCE DATE: 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 QC to • 4. ° \ LL�® { ve 07. 8 �t F ja'b ► a. D off'-6J i 5� �� �G /I AJe s �; Lit'we �, j®� 0lw� 43e,4-C'� '? Crq,� ,j l e No. 0 Y • Fee_Aso•0 , , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .- Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Mgo5al *p-5tem Con.5truction Permit Application for a Permit to Construct( )Repair( %0 Upgrade(✓)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No V����� Owner's Name,Address and Tel.No. L. . ,7v 0 h �� Assessor's ap/Pazc LCL(�r/ mGt f r/G M,Q.Pc,206 o r&L 030 /� 6voo�l�l�'Ff Rd, GUelles/ 1�,l>s,rn� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 6u//i ran hyil22e�i'na L»c- Q, j � P,0 •Bax 10,5 Gsf-ervl%/e r ,# DalosS Type of Building: Dwelling No.of Bedrooms Lot Size •10 scrff. Garbage Grinder( A O Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �V�U gallons per day. Calculated daily flow gallons. Plan Date J_an. d 3,c20O Z Number of sheets Revision Date /V/9 Title S1 t- P/" Pro past-"(— @�fh C_ Size of Septic Tank ,SOD CltJJrY(_ Type of S.A.S. 18ACh)/76 -hid_ Description of Soil -�_�� /6) � W)Y-A 10 aJ-0 10 r 5,5a" lC Cog rst- Sa-OL 16 r 71 Class / r74;&r)"CL , g rouhdvw�tzr A,7v ,5.1 /f Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING Date last inspected: THE SYSTEM WAS INSTALLED ACCORDANCE TO PLAN. Agreement: The undersigned agrees to ensure the construction and mainten ce of the afore described on-site sewage disposal system in accordance with the provisio t e o h n iron enta de and not to place the system in operation until a Certifi- cate of Compliance has bee tied b 's f , Signe Date Application Approved by q,�, Date Application Disapproved for the following reasons Permit No. a0 0.2-D 3 3 Date Issued Z (/ No. oa, Q` , Fee r ..-. i Entered in comput ,. .THE'COMMONWEALTH OF MASSACHUSETTS er: w` Yes PUBLIC-HEALTH DIVISION - TOWN OF BARNSTAB E MASSACHUSETTS 01pprication for Miipoml*pgteM Construction Permit Application for a Permit to Construct(,, )•Repair( V�Upgrade_( Abandon( ) ❑Complete System '❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. �a,� 40n &a6-E7 Rd, C�rt�err�'l �. /'n0_,"C- Assessor's Map/Parcel c2 U�- /� r-(�(•n v,90 /1 Amadd/,FF Rd, PJ8_11e_ / A,//S,n�y ' Installer's Name,Address,and Tel.No. �( � Designer's Name,Address and Tel.No. 1 a,?-33 yc// Sull%vah n� i/%evr�r�� me cMi4r4/4601 09-0 . 6ax 1,5��, 01�-e_/,v,Wc, n7d Od Type of Building: a� Dwelling No.of Bedrooms Lot Size 107 sq. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow J�50 gallons per day. Calculated daily flow �� gallons. Plan Date Ti217. ,7 3!400.Z Number of sheets / Revision Date N,9 Title .$t't Rkn Pro post- _ Ric oh G d-pa r t k.. Size of Septic Tank /500 c/2//�?(p Type of S.A.S. 1 P41�h/,96 .w Description of Soil f7 - /d) 5Q17d. W/'Y16 ha.h-7 /,o rj z.[ r0 urlCc�ae.r• �5•� " -- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees.to ensure the construction and in ten 'ce of the afore described on-site sewage disposal system in accordance with the provisi�•of-Tille 5 h ironmeniai. de and not'to"place the system in operation until a Certifi- cate of Compliance has been�� s�,t o � Signe 121Wt�---L1 Date Application Approved by \ Date G Application Disapproved for the following reasons Permit'No. aG 02, -d 3 3 Date Issued .2 6 Z `I ——— —————— ————————— ——— —————— �a� r� ,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 at Qg 1,e %A"'ill/l tf... has been constructed in accordance with the p or vi io of t e 5 ld r tsposal System Construction Permit No. .200 -03 dated T� installer Designer r The issuance o/fIs re t shall not be construed as a guarantee that the sy will action 111dDate le G"1. Inspector T /�_ leoor — -- —.--------- — .-----.-- ------------ - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mfi5 poal *pztem ConZtruction Permit Permission is hereby granted to Construct( )Repair( ✓)''Upgrade( ✓)Abandon( ) System located at oP D/7 !i GL7 Zs( , �C/I "✓/ Ile, and as described in the above Application for Disposal System pp p yste Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio must be completed within three years of the date of th' ermit. Date: �� Approved by a �- TOWN OF BARNSTABLE LOCATION e, EWAGE # c�Oaa—0 3 3 VILLAGE re ole r lam` ASSESSOR'S MAP & LOT-2 01-0 30 INSTALLER'S NAME&PHONE N0. rtd i asJ • SEPTIC TANK CAPACITY 'Z� ® -20 �p v- LEACHING FACILTTY: (type) fl �� �� (size) CO, / •r ge-h nd NO. OF BEDROOMS BUILDER OR OWNER _5�ea e ` ^ I r9S PERMTTDATE: G� COMPLIANCE DATE: ' 0' 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 14e t-S e— h + SOO Lo CO) L I ;V0 C F: 5twr ®� oy �e,+c� r�� �� e SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERWLLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 June 27, 2002 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 205 Long Beach Road, Centerville/Permit no. 2002-033 Dear Board of Health, We have inspected the installation of the septic system at the above referenced property. The system was installed in substantial compliance with the plan of record with the following exception: Covers over the septic tank and pump chamber were set at 12" below finished grade and the plan called for the metals covers to finish grade. This exception still complies with the codes. I trust this meets your present needs and look forward to your issuance of a Certificate of Compliance. If you have any questions, please feel free to call. V truly yours, O Peter Sullivan PE Sullivan Engineering Inc. O Cc: Edward Kirk, Esq. CNIL OTtAE Members of American Society of Civil Engineers, Boston Society of Civil Engineers SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERWLLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 April 19, 2002 Conservation Commission Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: S3-3921/Mutrie/205 Long Beach Road, Centerville Dear Commission, Please find attached a revised site plan for the Mutrie project on Long Beach Road. The revision modifies the stairway from the existing house to the drive. As such, the grading changes slightly and the majority of the retaining walls are eliminated. I trust this meets your present needs. If you have any questions, please feel free to contact me. Ve truly yours, Peter Sullivan PE Sullivan Engineering Inc. Cc: Town of Barnstable Board of Health DEPSERO Wetlands & Waterways Program Members of American Society of Civil Engineers, Boston Society of Civil Engineers Baffle or Tee 8.3 FG.9.6 Vent �- „�, t� - - 1� t`• �� Instal I Risers to Finished Grade Bot.EI.7.8 -A - '• IJ a '- 8.7 8.5 5'Min.to Adjusted Ground-Water •'.. • �sQ j 1500 Gallon Pump Nov. 2001 El, 2.8 - ;"�° <�C(/S, - ��!• '.,•C Connect SepticTankto Septic Tank l a*,a' Chamber .. ., r *.•. . a •,Exist.House Sewer LOCATION 01=VLNTCAN 13tr o .e 9� 'tip16. ::,• r ral wtl•AIOSUSTEOTOI•I106 as-1A1N0 _ .:.•_.:.,�,. ... ,,:.'.-...:;:.:.-.-,... C�LANT1 N GS t • •,...\'.. Beach. Ie� 1/2HPPumpbyMyers Bedding as Public or Approved Equal Per Title 5 y!� i Landing ,x DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEMzo s �i'J Not to Scale NOTE'Waterproof/Seal Concrete Septic GROUND-WATER ADJUSTMENT •e } In a Tank 8 Pump Chamber WithTwo(2) Ground-Water a 4.3'; Elev. 1.2 CEN• LR ILLS Coats of Approved Sealant. Index Well : MIW 29,Zone A r --J^ Adjustment; 1.6', Nov.,2001 Adjusted Ground-Water Elev.2.8 LOCUS PLAN Scale: I"= 2000' TBM E1=5. 13'NGVD '29 0 TEST HOLE ELEV. 5.5 Assessors Map 205 TO of Ma Nail Set � 0 Sand With Loam IOYR 5/3 Parcel 030 52' C Coarse Sand IOYR 7/2 Ground Water Overlay AP - Class I Material, Ground Water at 52" Date 11/29/01 by SEInc. O O D R=4.5' - - - ©� o (� 0 R=4.4' u u /V 8 7'12 05 E ® I'-a' �1I - Ed a of Pavement o / ct _ HIN Finish Grade Elev. 9.6 H/ 9"Min, Compacted Fill-� Filter 4"0 Perforated 15'Min. I , 1 3'Max. f Fabric PVC Pipe 8 , N 1/8'-1/2 M I -4. P ea Stone 9 1 ow I 3C U 00 C) UA- /4'-II/2' { 1 I - v Double Washed { Stone _ Bot.Elev 7 Spaces at 3'-0"-6 Dist.Lines 7.8 {{ j r L / ' Existing _ 21'-0" E 1 { ZI / { Grade I O' 1 ,r y :. -r � { Lawn / � % � � I ° CROSS SECTION OF LEACHING BED 5'MintoAdjustedGround 1 ; < • Water Elevation , Not to Scale {13 4W J�� / I 31 Elev. 2.8 It 28/01 11 4 zz DESIGN DATA NOTES a� 1 8 l / I I O _�t15T.LZAnN PIT Single Family-5 5 Bedroom � l gM�,E,D 9 Y- I. Water Supply For This Lot is Municipal Water. To 13G R With no Garbage Grinder ?�� \ l / Daily Flow=I10 x 5 =55O gpd 2.Location of Utilities Shown on This Plan Are Approx. 0 O n � �� 1 j LOW I Septic Tank:550 gpd x 200%=1100 gpd At Least 72 Hours Prior to Any Excavation For This 7_L I�� { { / Project The Contractor Shall Make The Required { ��, Use a 1500 Gallon Septic Tank_ Notification to DIG SAFE-1-888-344-7233. LEACHING AREA 3.The Contractor is Required to Secure Appropriate S Permits From Town A encies For Construction 550 gpd/0.74=744 s.f. Required 9 Defined by This Plan_ V1_ Use Bottom Area Qnly. , 0 Bottom Area=21 x 36 = 756 s.f. 4.Install Risers as Required to Within 12'of Finished " X! ! c.ta.a►r"e = \ \ / Grade. �. 8•� / LEACHING BED DESIGN O� { o ` 5.AII Structures Buried Four Feet(4) or More or L w SaPT1C L7ti {' �� o.V _- -a ! CQNN>=GT Ne All Pipes tobe Schedule 40 PVC Perforated Subject to Vehicular to beH-20 Loading. -" ---' _ Y ,+G o o N oN,s�oe�we c>z With Capped Ends.Use 6-4"0 Distribution 6.Septic System to be Installed in Accordance With - Lines in a 21'x 36 Washed Stone Bed as Shown. 310 CMR 15.00 Latest Revision And The Town of "py, { - gaoQavr g6p+� Lot Barnstable Board of Health Regulations. •a` �\ q t'` P�- PL�N \.. 1 7. All Piping lobe Sch.40 PVC. a La \ 9 r p 24'0Opening Above For M.H. ty:IS O C7,, O I/2 0 Gale Pipe Fcr Frame 8 Cover. 0-a� Float Support s v 2 C7 <� Q G1-t T.NOS 12_ U t' Pump Power B Float(;ontrol �7 P`P�>:xa5 �y�s*, - 1 Q CD 0)O Cables installed in Accordance \(0 _ �t'To t4 O With Local BIdg.8 Elec.Codes. t_aNG f - IT Ivy `AV C,y t ?OS; ,D�OL I v a a'o From.SepticPrecast 1 A 1N uz's 2.� tS 2`I i I �.� Chamber ump Tank.Sch.40 PVC •. GtS�E� 1-�---' CO e .0'. 1 t °- porch C\J PLAN 4.0 Sch.40 PVC Finished p From Septic Tank Grade t �r-XIST. LlAcHP1TTo p1L Pv Mf-%D *Fitt-6.60 1 _n- �� �w 3.v�•t .' O 4 w/CL%XN NMATL`T21A4_ Lawn / O Conduit Thru Chamber • !' O I rg � For Power 8 Float Ga1v. To D-Box N / Vol. c Gst al orage'' Cables. Chain a; Min.2 Cover N / ` Afarm Inv_4.6 on El 2.47 _ 2'0 Sch.40 PVC v / - - �2- FumpcnEl.1.97 Mercury itchy_toot s Threaded Pipe Switchs-3Req'd Edge of Lawn _ Pumo off EL 1.40 p p Check Valve I r Secure Pi eat To 8 I I Bottom El.0.1 O Bottom of Chamber I .d ... 6•WQ°� Stone Min. I SECTION - - - l 1000 Gal.Septic Tank Q PUMP CHAMBER DETAIL Not to Scale i P%-ANTING TO VARY ' _ RLvLS=D PLAN SIIMMALME= AVAILABILITYOFPt-ANT � M AT�r2 a A L 3 a...pt1 OS GpkQ E I / \` paS1GNER3 PFtEFL-RANGE , _ - - - - Q - - ArrLICANT s NAME' LA 1!R I c L M uT R{ - - - - ZOS��-aNy BsAeH RD - - - - - 8 - - - - - - PROJECT LOCATION: C1=/1/r�C fZVILLE' Y",4 6 This project has CI�1X been n roue an Order of Conditions 0 1 � r, as Chect 06� I Order of/r'pIIdltlaal[ant Viet i�+e� Ibis plan wt11 be eaaaidasd on - s . D.ra OF S>tLliVAli! 4° -g- -- CJYt � ` -o - - - - - - .. ........... .................. ..... ...... ..................................... h ......................................... .......................................................8eacfl .......... r l !� 10N4v [bong SITE PLAN _ Directions to Site: FromHyanrus, take PROPOSED SEPTIC UPGRADE Main Street to the West End Rotary and PLAN VIEW take a AT right onto Scudder Avenue; At the stop 205 LONG BEACH ROAD Scale: f = 20 sign, take a right onto Smith Street which CENTERV ILLE,MASS. merges into Craigville Beach Road and FOR follow just to the end of Craigville Beach and L AU R I C E M UT R I E then bear left onto Long Beach Road and SCALE: AS SHOWN DATE:JAN.23,2002 _ house is On the left#205 . SULLIVAN ENGINEERING INC. Rwistot� oy/ta�oz t cvlsE� bRTx/tiWAY LAYOUT g �4. OSTERVILLE, MASS. ATTACHMENT A