Loading...
HomeMy WebLinkAbout0027 COVE ROAD - Health ' 27 Cove Road ..-T ! r 186-072 Centervillel. Ho&TANG&, lAN "SIiE Town of Barnstable Board of Health P.O. Box 534,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 2,2005 Peter Sullivan, P.E. Sullivan Engineering Box 659 Osterville,MA RE..`27 Cove Road, Centerville A 18;6 072 Dear Mr. Sullivan, You are granted permission, on behalf of your clients, Steven and Barbara Grossman,to construct an additional bedroom and an onsite sewage disposal system designed to be connected to seven bedrooms at 27 Cove Road, Centerville, Massachusetts. The septic system shall be constructed in accordance with the submitted plans dated March 22, 2005. Sincerel yours, Wayne Mi er,M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/S llivan7bedroomsGrossman DATE: FEE: N/A TOWN OF BAR STABLE REC. BY t�ruarwe:s. t 9. •�� 2905 APR I I AM 11: 59 scxED. DATE: i Town of i3arnstable BoardDdMealth 200 Main Street, Hyannis MA 02601 Office:508-862-4644 Susan G.Rash R.S. FAX:509L700-41r14 Sumncr Ksttfftnon M.S r.u. Wayne A.Miller,M.D. 6 BEDROOM POLICY VARIANCE REQUEST FORM LOCATION Property Address: 27 Cove Road. Centerville. MA Assessor's Map and Parcel Number: 186/072 Size of Lot: 34.848 square feet Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: Steven&Barbara Grossman Phone Did the owner of the property authorize you to represent him or her?Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Steven&Barbara Grossman Name: Sullivan Engineering, Inc. Address: 30 Huntington Road,Newton,MA 02158 Address: P.O.Box 659.Osterviile.MA 02655 Phone: Phone: (508)428-3344 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) N/A Proposed additional bedroom to six existing bedrooms NATURE OF WORK: House Addition 0 House Renovation❑Repair of Failed Septic System EU Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of ine compieied variance rcqucst lonn ✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) Uiinch :U1.:foot_iar's sub -- pI-.- - � cn_ J d k-6.liJ U ni:3�il.J.�: i ✓ Signed letter stating that the property owner authorized you to represent him/her for this request N VA A—lir__Int tmderst.indc thnt the_.nh;tttem ml_ct be no!; rl Div oertifi-I n-0:It le*,!ten day prior to meeting mate 1t applicant's er y nc. (for Title V and/or local sewage regulation variances only) N/A Full menu submitted(for grease trap variance requests only) N/A Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownerileasee only].outside dining variance renewals[same ownerileasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) ✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.RasL R.S..Chairman REASON FOR DISAPPROVAL Wayne A.Miller.M.D. C:\H-E,�.L•TH\Application Fo*-,ns\VARifLQ.D r- l c AUTHORIZATION TO ACT ON BEHALF OF THE APPLICANT BEFORE THE BARNSTABLE BOARD OF HEALTH Date: MAR 25, 2005 We, Steven and Barbara Grossman authorize Sullivan Engineering, Inc_ to act on our behalf as the applicant, representing us in the submittal of the attached development plan(septic system upgrade)to the Barnstable Board of Health.. Signature Date i ignature Date i PERC TEST, 10,860 1. PERFORMED BY SULLIVAN ENO. WITNESSED BY: DAVE STANTON �Finish Grade DEC V,2004 NOTES _ TEST HOLE - 1 3p MminAX 1 I I I j-�� I j IF Filter PERFORMED B' SULLIVAN ENO. 1: Water Supply For This Lot is Municipal Water: Compacted Ftll Fabric At GRAD GRADTh EL,.14.0 2, Location of Utilities Shown on This Plan Are Approx. o•-sl LOAM At Least 72 Hours Prior to Any Excavation For This 2" Mtn 5'-l4' FILL 12.e Pro Ject the Contractor Shall Make the Required 1/8 — 1e l4'-BO' A LAYER IOYR 2/2 NotiFication to Dig Safe (1-888-344-7233) .:.:a..< .._...__. ..._..._. ............._..._..._,. ... Pea SlOrle SANDY L AN 3, The Contractor is Required to Secure Appropriate 2o'-6a• LOAMY SANG V/SONE Permits From Town Agencies For Construction ���� •,' ® © ® ® ® COBBLES OR 3' � 69'-I20 C LAYER 2.9 Y 6/6 Defined by This Plan, ® ® � E3 _MEOSUN AND_ �,� 4. Install Risers to Within 12' of Finnished Grade, ® ® ® 0 FM 64' PERC TEST &Y 5. All Structures Burled Four Feet or More or Subject 2! ® FM ® ® ® j 3/4" - t 1/2" — NO GROUNDWATER ENCOUNTERED— to Vehicular Traffic to be H-20 Loading, " Double Washed TEST HOLE - 2 6, Septic System to be Installed in Accordance With stone PERFORMED BY SULLIVAN ENO. 310 CMR 15,00 Latest Revision and the Town of Ec v od Barnstable Board of Health Regulations: --- 4'-10"----� A D EL. a 7. All Piping to be Sch: 40 PVC, LOAN 8: Wherever Sewer Lines Must Cross Water Supply 20'-63' LOAMY SAND W/SOME Lines, Both Pipes Shall Be Constructed of Class 150 CROSS SECTION OF CHAMBER 6T-12a C LAYER Pressure Pipe And Shall Be Pressure Tested To 2.3 Y 6/6 Assure Watertightness, NOT T SCALE - _MEDIUM SANG _R g NOT 1 O SCALE NO GROUNDWATER ENCOUNTERED { TEST HOLE - 3 PERrORMED BY SULLIVAN ENG, 04 RA 0'-4 LOAN KS 4'-43 B LAYER IOYR 5 /6 _ LOAMY SAND C LAYER ea Y 6/6 4 '- MEDIUM SAND NO GROUNDWATER ENCOUNTERED a 1 Concrete slab' Design Data EL. 15.0' Single Family 7 Bedroom Daily Flow = 110 x 7 = 770 GPD See Note 4 (typ.) Sep tic Tank: 770 GPD x 200% _ F.G. 14.8' See Note 4 ! . F.G. EL. 14.0' See Note 4 (typ.) 1, II GPD z� Use 2,000 Gallon H-20 Septic Tank FilterFohrlo Leaching Area wl �4 a o b o C3 770 GPD / 0.74 = 1,041 SF C2 C3 o c C3 SF Re u fired q 2,000 Got D-Box Flow EQu1111ere Ea 13 E�0 Ea Sidewall = 287 SF a SelIc Tank Baffle _Bel. Bottom Area = 757 SF H-20 1 Leoch Chambers 1,044 SF Total Provided S. (46) 500 gallon ;atBedding, ,"T,•s "U"s, •t,.'' L.4" ':,fie FOUNDATION & Baffels If Encountered Remove & Replace M1 Leaching Chamber BY f as Per Title 5 All Unsuitable Soils-Wtthtn 5' of OTHERS The Outer P0Aeterlrof 7he'�System DDesion_ All Pi es to be Schedule 40. PETER No Water min, t Use 6)-500 Gol. Leaching Chambers SULLIVAN In a Washed Stone Field as Shown. PROPOSED SEPTIC SYSTEM PROFILE q NO.29733 Check: 1,044 x 0.74) = 772 gal (OK) NOT TO SCALE i CIVIL -7 Title: Prepared By. ' �' a Date: MAR 22, 2005 SITE PLAN Sullivan Engineering, Inc. PROPOSED SEPTIC UPGRADE Steven & Barbara Grossman `° PO Box 0 30 Huntington Road AT 9 Scale: As Noted ry 27 Cove Road OsterviUe, MA 02ti55 Newton, MA 02158 (508)428-3344 (508)428-3115 fox Pro jeC t #: 2402 ry BARNSTABLE,(caavyw► A4ASS. PSu11PE�bol.com X .- _ _ _, � _ _____ �_ �.._�. .. - - . _-- _ . _ _ � - ---- - - .._-- ...w.. - - - - - - - �- w �.._�. .� 1 ._ _.. _, _ _ .. .. .. f .. - . '.' -. ��. _ : ' . t ...... '.� r'.. 4 ., x "�: ;t 7 �.:...`f � ,,. � ,r . .� � '' .:.... <. +.. ,�... �.... %..�..�: h.di%d6"mq_'v. 4::: .,.. &2 Ike :•. � -_I 0 .u.- ,. ,.a,. `� .,Y_p., •'.�.: W `o ��'�- : g- •• • p ` • o• • . :b • • ; !tip ti •' ` 5a76 • • • • • • t MA - QLt 3 1 cam e Location Map 1"_ 2, 000±' OVERLAY DISTRICT. AP - Aquifer Protection District As Shown on Plan Entitled "Revised Groundwater Protection Overlay Districts" - April, 1993 FLOOD ZONE. Zones A10(e111), B, & C (see plan) Community Panel No. #250001 0016 D July 2, 1992 ASSESSORS RE F.: Map 186, Parcel 072 ZONE: Area .(min.) 43,560 SF Frontage (min) 20' Width (min) 125' ks: Setbacs Fron t 30' Side 10' Rear 10' • � / .'' `\ ;/ � one Ohl. 11 / e\ \ ohw e \ \ ohw -.__—� \ Ed9 \ \ \ o 442 r ° 80 / 7.47 u' \ \\ \ 76' Lawn Ji ♦ �i Iwn \ \ v PQCIOt 7� — -- _ c3` i o. ---�-4-a.\ --\ ' I '` \ \ may. \ o \: o / FF=19.9\• \ no O Stone Driveway `, \ ors \ \ \ I ` \ #27 \ 2 sty w�f Dwelling �/ serve / ;` Re1 �r - % ;. A e° \ • \ /.:� \ i end Deck / lr; 11 I \\ - Wood Deck . gal / / / ` / ' \ Tan ... : - \ \ \ 9 e ,�-3 I -- / °6f` 4 o \ O Lawn — / /:: / e C-1 \ sue, , s� 0. / 1p/ .� -' .,�.�,,.: / / , L;na ,•-'' � _" Concrete s t,— eb0`.'-'- Block wan - — -- — — - ,, FootPoth_— �� 9' / -- - �' 1,10 '2°,.E -X \ c \\ \ i 2 Sty w\f / , / Dwelling / Wood -i Deck i Legend: ® Catch Basin DH o Water r Gate (round) -O- Utility Pole © Gas Gate O Iron Pipe jA OF MAS. RICHARD P , =� R. �=� '� kl i� ,�; LHEUREUX N �I t; •;;.2973 �C";S\ Septic Design Analysis: Residential Flow: 110 gal per Bedroom (110 gal x 7 bedrooms) = 770 gal Carif;t- Ton_k Requirements: 770 gal x 200 % = 1,540 gal Use 2,000 gal Tank (H-20) Leaching Chamber Requirement: 770 gal 0.74 = 1, 041 SF Leaching Chambers Provided: Bottom Area: 59'x 12.83' = 757 SF Sidewall Area: (59'+ 12.83)x4 = 287 SF Total Area Provided: 1, 044 SF OF A OF R,;. slid yn e CIVIL CD PREPARED 13Y.1 CapeSury SullivanEngineering,Inc. 7 Parker Road 7 Parker Road Osterville MA 02655 Osterville MA 02655 (508) 420-3994 / 420-3995fax Tel: (508) 428-3344 Fax: (508) 428-3115 PSullPE©ool.com Title: Site Plan Proposed Improvements At 27 Cove Road I n Bamstable (Cen fervill e) Mass. ,- o � t?L WHK Review: RRL Draft: Job # RRL WHK Job • C— 615.1 Comp.: Drawing Dote: MAR 22, 2005 Scale: 1 "=20' RL/WHK Drawing #: C615-1 g1 Review: