The URL can be used to link to this page

Home My WebLink About0010 ROBBINS STREET - Health 10 Robbins Street Osterville A 141 083 1 a i .t SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 . OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com f phone 508-428-3344 fax 508-428-3115 February 20, 2003 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 10 Robbins Street, Osterville Map 141 Parcel 083 Dear Health Department, This letter is to inform you that Sullivan Engineering Inc. has been retained by builder Peter Kelly to design an upgrade for the septic system at the above referenced property. Due to our present backlog and the recent weather conditions, the field survey has been delayed. We will begin the design as soon as the field work has been completed by CapeSurv. I trust this meets your present needs. If you have any questions, please, feel free to call. Very truly yours; Peter Sullivan, P. E. Sullivan Engineering Inc. Cc: Peter Kelly, Builder Members of American Society of Civil Engineers, Boston Society of Civil Engineers 2 t ' o No. 2003 �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migogaf 6p5tem Con! truction Permit Application for a Permit to Construct( )Repair(W)Upgrade()()Abandon( ) IKComplete System ❑Individual Components Location Address or Lot No. to V_0�e$i NS �—� Owner's Name,Address and Tel.No. 05T;c.CVt L_L C -)awk c5 L r G U rz N G Assessor's Map/Parcel VA i b5, 21F`3A L��7 g Installer's Name,Address,and Tel.No. Designer's Name,!Address and Tel.No. si F ��- c e,u1.lam\Vi,t FG Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3�D "fi n�4 gallons per day. Calculated daily flow A9S gallons. Plan Date &\Ac('L + i 0\ 2QCS Num er of sheets I Revision Date Title Tim �'�{�1�C. 6 ePrQ t\��6C��f)S :�5t 05yee yt Lc c 0 OLSS Size of Septic Tank \Z-)00 p� Type of S.A.S.. 2.\ X ZS2' El C UD Description of Soil _0 '�` D �c` Ta �< \[�,c` '3!�is 15 3,4 ^- \20 L Nature of Repairs or Alterations(Answer when applicable) 21E&A-<Z- Ce56 a L_ VV 1-0* 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 y this Board of Healt . Signed Date e< Application Approved by Date 3 2 n he following reasons Application Disapproved for t Permit No. ZOO 3 Date Issued 47,46L63 ry N&,100 3—I 1 0 ,.. Fee �Cn THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes r y� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppricatton for Construction Permit Application for a Permit to Construct( )Repair(<)Upgra`de`(Y,•)Abandon( ) K Complete System ❑Individual Components J Location Address or Lot No. to f—C.,�e 15 1,�„�S S T Owner's Name,Address and Tel.No. 05-SE:Z---4 -3A.E L C7 U R I� A Assessor's Map/Parcel `-A 0?3 z�5-PA L-N 5Ao[-_-, ez,3,_o m Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling 1 No.of Bedrooms 13 Lot Sized 'Z1 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �✓ b gallons per day. Calculated daily flow gallons. Plan Date YEA A a_C_R 1 D 3 ZQC5S Number of sheets 1 1 Revision Date h�d�t= Title I- "\U V-0,R �s Vl c.sv, M 4lSS Size of Septic Tank -\f_no GAAj p� Type of S.A.S. 2_ X :7L2' 6D r L7 Description of Soil � � D ��` M3 I L ( `f -- 3A -15 A ~ QQ C, x Nature of Repairs or Alterations(Answer when applicable) eE?Llk<E Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordan�cewi-th,tde 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 of Healt . Signed Date Application Approved by Date 3 2 Application Disapproved for the following reasons Permit No. 200 3 Date Issued 'Z('o D 3 ——————————--— --—— ————— —————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed A )Repaired ( )Upgraded( ) Abandonednp(� )by at 10 �J 1 t S 'J T12 t.tT (e�i i��L�( (_L has been constructed in ccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Z UD 3-(/? dated 3 2(o G3 Installer Designers So LL-1 1)-A k 7 E The issuance o this permit shall not be construed as a guarantee that the syste -� ctio designer �Date /z � InspectorVy �� ----------------------------------------- No. 2-00 3— Fee 110 •0 7) ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1Wi9;po!5a1 *pgtem (Construction Permit Permission is hereby granted to Construct(�Repair( )Upgra e( )Abandon( ) System located at In L L 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: Constr ction must be completed within three years of the date of this pernxi'. Date:_ 3 2 �3 Approved by TOWN OF BARNSTABLE LOCATION 10 SEWAGE #c200,3—fJ VILLAGEC,S er-� I�e ASSESSOR'S MAP,& LOT l—b g3 INSTALLER'S NAME&PHONE NO. Ha al s/e SEPTIC TANK CAPACITY LEACHING FACILITY.: (type) logce¢ Fe'lh ,(size) a2�r�3;L' NO.OF BEDROOMS / BUILDER OR_OWNER VO�6 e`S PERMITDATE: fi19ACH,2. - 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 TPIJ 9 44 v hl - `-d TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE C�s fermi fie ASSESSOR'S MAP & LOT 693 INSTALLER'S NAME&PHONE NO. O. rklacalk s/c ` 'raB�Ssa�r SEPTIC TANK CAPACITY /.00 LEACHING FACILITY: (type) A59c ff re`li (size) a2/'.,(3�L' NO.OF BEDROOMS 9 / BUILDER OR OWNER T�4K4 PERMITDATE: bAkt6/e2b- 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 1 � 1 C6 ccl °Z ? �� L1mCbooc� � 23'-T 14,_9., 34'-V' ON Ln I r I I - CATHEDRAL CEILING'4WVE 7 V _j O I OPEN WALL WITH BEAM' I ,r— vl Z 1/2 BATH ABOVE � MUD ROOM REMOVE DOOR . ,ADDITION in I 111 / z LAUNDRY REHAB HR�I EE MN/O,AV�DE DtJ ENLARGE OPENING PENINSULA RAKFAST COUNTER Ir�IIIlI IIIII § - - Qz _O'f1w`" - - - - - - - - - - - - - REPLACE EXISTING WINDOWS 4 WITH(3J 2'-10'X 4'-4- DOUBLE HUNG WINDOWS IN EXI5TNG OPENING - - - - - - - - - - - , LLI — — — — — — . — — — — — — — w_v BRICK STEP, ENTRY PORCHCAND STAIRSONSTRUCT POACH , i Ll It C/— 23-7' 23'-T 23--0" mC �S�' - -1 a1 I O OVERALL FLOOR, PLAN` SCALE 1/4"=V- 0" 13.7 Vent r> s r Hoc O \/cRYDARIG.G-f2RYlIs" SRN• 13.95 Top El. I/20Ga1¢PipeFcr 9 t 1`�� SANp w/oa�Arllcs t�VR3/Z ' CohnecttoExtst 24'OOpenin Above For M.H. 0 House Sewer Frame B Cover. Float Support q c 5 Sot.El. A DARK '1/i3LLOWISN GROWN ;.,.y_.- . MrG. SAND SoMQ ORG. 10YR 3/y..•: D Box �� % /6 YML2%51-1 BRo.ArN MEp 12.4 - 5'Miniiwrn to � NOTE Adustelfround Pump Power&Float Control ToD Box „ SAr�p Ion/c2 11.8 1500 Gallon Pump Waterproof/Seal Conc.Septic WaterlE Cables Installed in Accordance Septic Tank Chamber Tank13�Pump ChamberW/2 _ Adjusted Ground With Local BIdg.6 Elec.Codes. (�- 3y C Coats ofA roved Sealant. Water E1.8.0 Al SAND -�,�YR 6 Bedding as ~ Per Title 5 Ground Water Adjustment v a 4 0 From:Septic 12 Precast Pump Ground Water(o�6.7'E1.6.3 Tank.Sch.40PVC Chamber TH-i P�RGOLATION TEST tJo,►O1y3$ DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Index M1W29Zone8 /v 8'_O" Adjustment 1.7',Feb.,03 a a CLA.S5 1 Me.TER1AL Not to Scale Adjusted Ground Water El.6.0 roW .; ....,° ,•e..e, ��hTH ' 30-' wKABIERINE N ROACH 0 PLAN C-NG 3U 1.VAN�NG1NtaERINCr 1NG• ' N/F 51EWART �1 n wtTN1=Ss; SAPn�nrNltt=��o�3�t3.o,t► Lot 15 E c CznuN0\,A/A.TL9QZ 40 -T7.1+-Z- 60.39'50 n'0 Sch.40 PVC Finished I N 3' `)y From Septic Tank Grade �9,•a Lot 14 \ 39,274fSF Conduit ThruChamber Galy n Emergqency Storage For Power&Float Chain o: To D-Box Vo1.330 Gal. a Cables. o' Min.2 Cover Alarm on El.10.1 �_. Inv.11.4 2'0 Sch.40 PVC \ Pump on El.9.6 Mercury Float y Threaded Pipe \ Switchs-3 Req'd \ Pump off EI.9.1 Check Valve \ \ Secure Pipeat Top 8, Gate Valve _ Bottom of Chamber -14 \\ Bottom El. 7.4 I 6"Washed �, Pao, oX -�_ -_ .fit. r o'.;- .n>'•n one Min. SECT(1000GALLON SIEPTICTANK) -� o PUMP CHAMBER DETAIL c \ � Not to Scale 3 \ un1-T \ NOTES I. Water Supply For This Lot is Municipal Water. 14 \ 2.Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Prior to Any Excavation For This -13� \ •J \ Project The Contractor Shall Make The Required \ '`� q NotlflcatlontoDIG SAFE-I-888-344-7233. DESIGN DATA \ 3:The Cantracfor is Required to Secure Appropriate+. - _ - \ - Single Family-3 Bedroom \ �4j + Permits From Town Agencies For Construction With a Garbage Grinder \ m0 \ Defined byThis Plan. Daily Flow=110 x 3= 330 gpd \ \ p I 32, I 4.Install Risers as Required to Within 12"of Finished $eptic Tank:330gpd x 200%=660gal. { Grade. Use a 1500 Gallon Septic Tank. \ 5.All Structures Buried Four Feet(4')or More or See Note No.8. \ Subject to Vehicular tobeH-20 Loading. LEACHING AREA 6.Septic System tobe Installed in Accordance With 330 pd/0.74=446sf+50/o=669sf Required � g -- - 310 CMR 15.00 Latest Revision And The Town of Use Bottom Area Only 15 / Barnstable Board of Health Regulations. 21'x 32=672sf Provided �y 7. All Piping lobe Sch.40 PVC. LEACHING BED DESIGN 15 1 B.Septic Tank Shall bee 1500 Gal.,2 Compartments. All Piping tobe§chedule 40 PVC Perforated ,,12 - _ / The First Compartment Shall Have a Volume of Not Pipe.Uie 6-4 0 Distribution Lines in a / Less Than 660 Gal I.Si The Second of Not Less 21 x 32 Washed Stone Leaching Bed as Shown I / Than 330 Gal. 9"Min. 3'Max. Finish Grade CHAMIOsIZ I �� Filter 4..0 F�rtorated \ I to Compacted Fill Fabric PVC Pi e '� p 15'Min. '. W 1/13 -1/2" Pea Stone \ 3/4'-11/2" 0 \ \ ti 0 O SfiPT1t I I N N _ ,� Double Washed 3 TAN K) 9s - - - _Stone ---- - V \ l7 I m Existing 3-0' 3'-0" '-O Grade Typ' 21'-0• NOTE°Where Necessary Remove All SX%co O I / _ TO p a LC-ACH PIT Around Unsuitable For 5' Ui Z PUMP}FIX- v / O - `N7CLt�AN Mq 1,4 CROSS SECTION OF LEACHING BED L Not to Scale r � Legend Cellar Entr J I S y � )4 ASSESSORS REF.: Deciduous Tree - _ ivlop 141, Parcel 83 / CON N�GT Tp I I I 1 / Housls �X1f2 Co c/ B/ockeFoundotion o Coniferous Tree N .. ,,1a i I � Z FLOOD ZONE: I Etectr Ezist/n I I I ; Zone C (ses plan) '�� ■ J p/Sca \ h�eter 9 1 story Wood Dwelling o / nnepteo ayw\ I I / Do Community Panel No. -� Sign ® / m #250001 0016 D July 2, 1992 Ow Water Gate (round) Drain Manhole 1 \ (3 Sewer Manhole r.O.F•a14.4 \ \ Lot Ci J �� \ ZONE. ® Catch Basin RC Catch Basin (round) \ / \ Pouo I \ \ Area (min.) 87,120 SF ° Hydrant \ - _ / u• \ \ Frontage (min) 20' O Iron Pipe Bit Driveway / / - _ - ' \ \ Width (min) 100' 0 CB/DH Setbacks: -0 Guy \ Front 20' a Utility Pole Cn � \ \ ( \ \ \ Side 10' \ \ \ \ Rear 10' OVERLAY DISTRICT: / \ \ AP - Aquifer Protection District As Shown on Plan Entitled "Revised Groundwater Protection Overlay Districts" - April, 1993 TBM I \ top of magnailMSL I\ ', ,' ; l l' ' , \ Location Ma 1"=2,000f' 0, f. Bit Berm Gutter Line / -Street .,• e \ Main 1Ydth � �• .• •• •b Q. �y (Variable � / �y "� KX6 a •• 't•• „��'•• •/;d� -j S 0 Ut \ ,e CIVIL. •.� . L ' aw � �.. K PLAN VIEW lr �a, ASSESSORS REF n r -- - __ __... __ ..:_. Map 141. Parcel..83 --.... .. ------ -- Title: PREPARED FOR: PREPARED BY• LO Sullivan Engineering, Inc. CapeSury JAMES L. GURNEY PO Bo 659 PO Box 718 co PROPOS0. ED SEPTIC UPGRADE 25 PALISADES RD IVE Osterv►lle, MA 02655 Hyannis MA 02601-0718 10 ROBBINS STREET OSTERVI NS STREET ATLANTA,GA 30209-1530 (508)428-3344 (508)428-3115 fox (508)790-7902 (508)790-7905 fox _1 PSullPE@col.com copesurv@copecod.net 20 0 10 20 40 60 Comp:/Draft: MJD Field: MDH/WHK Date: Scale: Review: PS. Comp./Draft: WHK/RRL -March 10, 2003 QsQwn ► Proj # 22005 Drawing # C 414_1G1