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HomeMy WebLinkAbout0597 SHOOTFLYING HILL RD - Health 597 HILLSIDE DR./SHOOTFLYING RD. A=193 - 20 CENTERVILLE ,IIII �RECYaro�o llt�Wm =J yT IIII � y UPC 12534 No. 2W, 1 153LOR �A�ST.CONSJ� HASTINGS, MN 0 J Nov-25-98 09 :50 BARNSTABLF_ HEALTH DEPT 5087906304 P .01 dy ttiE C DATE: qq FEE. t,• BAx,-isrABt.& ) ��� id3a ♦i� REC. BY:-�:��r1� I Town of Barnstable Board of Health rr jj-- SCHEU. DATE: ��y� /,-fql 67 Main Street, Hyannis NW 02601 office: 50-790-626= Susan u.Rank,R.S 308.790-6504 3unner Kaufman.hi S F�. F.aiph A.hlurphl:,NI.D. VARIANCE Rr O TEST FORM LOCATION � P:oper-,i Address:__�ARcE, 2,. ���ALA-S/oF Assessor's Map and Parcel Number: � 3 7�D Size of Lot: Wetlands 'Xithin 300 Ft. Yes �_ Subdivision `:ame: No Business Narne! .APPLICANT - M - -- __. _ + CONTACT PERSON Name. Y-r�,_JGOLEs TT/ ' Name: r Address: ,5';& Address: P^one: aF7x2d/c.« 4N Phone: FAX: FA N". RIA14 _ .FROM R£GULATIQ'tLisl Re_.) REASON FOR VARIANCE(htay a-tach if more cpa:x�rede_) 5"Fig -h­AA( j tv be(-unrp'tte:i bY o;%ce vgff-persor r,;cz irOnk,variance request npFlication) I_ lour(4)copies of plan submiaed;.inc:udin2 septic s}'stem Mans and:'or restaurant floor plans) Applicant understands that the abuners rwst be ra tified by certified mail at least ten dt:.rs prior t(:meeting date a;app'icanrs expense(for T:t:e V and'or local sewage regcladon variarces only) _ Full menu submitteci for grease trap variances ork) ; _ Variance request app:ieatior. fee collectedi+n%eef:l.feywrd.ncdifiauor,renosols,ysaeu�o varaau enw:a:.(sa ce;:wtar;ieasce:• . �o;C9 dinn;rceriance rere�2b(sole eunr:leasa nett;,vie var Cef to repair(riled sera6e anAui syrrrn.+(an'.,r w kV. I_ Variance request submitted at least 15 days prior to meetin_a date "r , UAN':.E APPRDVED Susan G. Rask,R.S., i t man NOT APPROVED Sumner Kaufman,N H. �P�p REASON FOR USA?PROVAL _ _ Raiph A. ibtt:rphv,V.:Yl 2 0 ~ ti A L..ED > ! 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February 18, 1999 Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Parcel 20,Hillside Drive,Centerville designs Proposed 2 bedroom dwelling Assessors Map 193,Parcel 20 inspections Dear Board Members: permits The attached is a request for a variance from the"330 Regulation". Our client wishes to construct a 2 bedroom dwelling on a 10,288+/- sf lot at the above-referenced location. The demarcation line separating the Groundwater Protection District from the Aquifer Protection District runs directly through this lot according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. The area is served by town water and town sewer is not available,although it is planned for this area sometime in the next 5 to 10 years. No Title 5 variances are requested. This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3)(isolated lot),the system is designed to the maximum extent feasible and is slated to be completed within 3 years of obtaining the Disposal Works Permit. On behalf of our client,we are requesting a variance from the Town regulation to allow a,2 bedroom house on less than an acre of land within a GP District. In that the area readily supports 3 bedroom homes, we feel the addition of a two bedroom home will not appreciably add to the nitrogen concentration in the area. Very truly /yours, !4 Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: Guy Coletti 't.7 �,•"' I I SAC1'USETTS m IL! / y10' ©lSq N�. �II'y eo rry , I AG =wer i /Qj 1 t i 5 ` -4C dl OR � T p -CO I,D 5 T. / x, z3s i l •JI4e .7z 1 Zy6 -�4r --t-3-5 wrr 1• k a•�e bi 3 _ + Iry Z443 ee 19 �� 27t oe4c 3 25 26 or 23 .20°r 11 `� F� .et• Z0 �t 1 V Mr f. t Op -lot gig e Si n t I f Y~` • 1On Z� t� y 1s 4 y { j A y ,' Sv •�1 2 .t r.0 1I 7 ) 1 ZAI ce y A s°o►`"' L 1 78 ° p , 9 .47K o ,, O ` Zp PC' C .b to 1 4t 4C e Q' R'EOUAOUEr LAKE i a '5AC S � ; �e .a• .L 2.11 7i veuy y� �• 1�'' ql .. - - u ZA'L DtON •31t .67 �w� 2iS t , 76 v .w•uw ➢ .SIN. 42 .�1 KAfK 1 , r r 49 � Gc 0 L•', 6t 220 2pO`L rli .75.,w 6 7S •.sti 21a .rr—, sbAC ri 43 Q .4o,,,c .ee r.T�� O i S 47 a< ; d _4s.r 24, /G. r •^,-cal � y -�^" A fw•n►r/tur: \ I 46 RCY. B V Y AV/S .4z.� y 1 , Q4 4C �,, �°.. - Z7j p ° - tito I ORIGINAL BSUE f . ... - - 7u - - -- - Tl� ` �- - LL _ . a it m 1 K ! CZ' LL CL 31 Ln CL - -. . E O � 1 lT LL -r� �,Jam'+-�J..� �i�?•�.�"�'___._._.-- _ 7-7 cr, m 11 't• .. i I ' • 1 _._.._ - 4. 5 fl /oljl� k ` : 1 . ..r L 1 1 I T.O.F. AT EL. 47.0' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) To ENGINEER: D.A. OJALA, SE ��.koE y� WITHIN 6" OF FIN. RA 45.63' MINIMUM .75' OF COVER OVER PRECASTG DE JERRY DUNNING 6�j 2% SLOPE REQUIRED OVER SYSTEM WITNESS: 44.5' 3/24/98 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: PROPOSED 1500 FOR FIRST 2' 3' MA7X. PERC. RATE _ < 2 MIN/INCH �1E6t 43.72' GALLON SEPTIC 43.47' CLASS I SOILS P 9121 i TANK (H— 1O ) GAS 43.68' \ BAFFLE 43.37' e 43.20' 00 0 00o g i ( SLOPE) 0 43.18' o �6" CRUSHED STONE OR MECHANICAL 4 COMPACTION. (15.221 (21) g�8o 0.83' �0 42.35' Q ELEV. z DEPTH OF FLOW = o000 „ { 1 % SLOPE) ( 1 � SLOPE) 0" 43.15 0 43.75' TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 10" FILL OUTLET DEPTH = 14 FILL LOCATION MAP SCALE 1 ' LEACHING 5 18 FOUNDATION— 10' SEPTIC TANK 10' D' BOX 2' FACILITI B 20" ASSESSORS MAP 193 PARCEL 20 LS B ZONING DISTRICT: RD-1 7.5YR 5/6 LS YARD SETBACKS: ADJ. WATER: 37.35' 36" 40.15' 38„ 7.5YR 5/6 40.58' FRONT = 30' SIDE = 10, i C REAR = 10' i C PLAN REF. - 143/133 i WELL: AIW 247 MED/COS FLOOD ZONE: C ZONE: C i ah A ADJ: 0.8' 79.2" obs. water MED/COS 36.55' 10YR 7/4 86.4"0 obs. water 36.55' LOT 2 10YR 7/4 3s-- 10% GR. 10% GR. PAVED ' SCALE C> ix 34' 0 62, 120" 33.15' 120" 33.75' NOTES: O4� �$ ��' �pf GUY E / W \ 17' ° k2 �/ PT DESIGN^ GARBAGE DISPOSER Is. NOT ALLOWED _ �— 1 . DATUM IS APPROXIMATED FROM HYANNIS QUAD � ')�SI�N LOW:.:_- (' — � O - 2 BEDROOMS 110 GPD 220 GPD AVAILABLE v i 3,9 RET. w / -- ( ) 2. MUNICIPAL WATER IS E v , 'ISE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. r OT 1 G z UTILITY / 42 rea = 288 sq.ft COMP ED POLE EPTIC TANK: 220 GPD 2 = 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 v PROP. 2 BR (—�W DWELLING R� �.� I;SE A 1500 GALLON SEPTIC TANK 5, PIPE JOINTS TO BE MADE WATERTIGHT. 43 - -- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. TOP FNDN = 47.0' �' _LEACHING: ENVIRONMENTAL CODE TITLE V. 52' PROP ' 2(25 + 10) .83 (.74) 43 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE TH1 DRIVE SIDES: 45.0' R 25 x 10 (.74) = 185 BOTTOM: USED FOR LOT LINE STAKING. �� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. `OTAL. 308 S.F. 227 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 32' ���Pv ®� USE 4 HIGH CAPACITY INFILTRATORS WITH 3.5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. IN w 20 Yo �'��� QP �Q� STONE AT SIDES, NONE AT ENDS � 44.5' TH 2 2� LEGEND SITE AND SEWAGE PLAN 5' REMOVAL OF UNSUITABLE SOIL \ 100.0 REQUIRED AROUND LEACH FACILITY PROPOSED SPOT ELEVATIONLITY DOWN % � OF TO MED/COARSE SAND LAYER. REPLACE SS, 597 HILLSIDE DRIVE WITH CLEAN MED SAND \ 89'W 25 BENCHMARK 100x0 EXISTING SPOT ELEVATION I 00 �, F°�E of R�2�0 tit THYDRANT - AG BOLT #571 100 IN THE TOWN OF: ELEV = 45.88' PROPOSED CONTOUR ( CENTERVILLE) BARNSTABLE — 100 EXISTING CONTOUR i PREPARED FOR: GUY COLETTI 20 0 20 40 60 Feet NOTE: CATCH BASINS DO NOT INTERCEPT GROUNDWATER OR DISCHARGE INTO SURFACE WATER BOARD of HEALTH VARIANCE REQUIRED FROM TOWN OF BARNSTABLE SUPPLIES REGULATION PART VIII, SECTION 8.00: TO ALLOW A — MA SCALE: 1 = 20' DATE: FEBRUARY 17, 1999 2 BEDROOM DWELLING IN A GP DISTRICT ON A PROP. LEACH FACILITY GREATER THAN 300' APPROVED DATE 10,000f SQUARE FOOT LOT TO WEQUAQUET LAKE FOOTINGS REQUIRED TO BE ON NON-FROST off 508-362-fax 508 362-9880880 SUSCEPTIBLE SUITABLE SOILS WITH REQUIRED COVER. DIRECT ALL WATER AWAY FROM ��°`�" °F ,�,ljs, FOUNDATION. down cape engineering, Inc. y��g``x Of ARNE ARNE H. �yG c 0JALA No. 26348 CIVIL ENGINEERS �iv� ti �'w `'--,1 fc , LAND SURVEYORS No. 3 sz ..;� 95-038 939 main st. yarmouth ma 02675 �oFFPF - �` ---------- ---- OJA LA, P.E., P.L.S. DA TE a