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1322 MAIN STREET (COTUIT) - Health
,a ?�.w,-Nla t St Y eet (The Farm) Osterville, MA ----- A = 119 - 079 I i f� i McKean Thomas From: McKean Thomas To: Giangregodo Robin Cc: Saad Dale Subject: THE FARM/1304 Main Street Osterville Date: Friday, October 01, 1999 9:27AM I am in receipt of a site plan review application regarding 1304 Main Street Osterville and I submit the following comments: s�,ow -The site plan should be revised toW all the buildings on the parcel. -This site is located within a zone of contribution to public water supply wells and is restricted to 330 gallons per acre per day. Therefore, the applicant shall hire a professional engineer to determine whether this proposal could be approved, in view of the fact that there multiple buildings including a restaurant on this property of 5.7 acres. The professional engineer shall determine the Title V estimated wastewater discharge flow rate for each individual building along with the proposed wastewater discharge rate and shall calculate a total sum of the proposed wastewater discharge for the entire parcel. -Title V requires an inspection of the septic system whenever there will be an increase in flow. The applicanmt shall hire an engineer or other D.E.P. certified septic system inspector to: (1) determine whether the existing septic system is capable of handling the proposed flow rate and (2)to complete a ten page inspection report as required by Title V the State Environmental Code. Page 1 _7 BOUT .v I ` •,� \\' FITNESS CENTER SIGN: — — — — — — — _ — — \ \`\ . . . 2800. SQ.FT.t/—. . I EXIT ONL \ \ i I CIVIL ENGINEER THE PHOENIX GROUP \` . . . . . . . . . i I 3 MALL WAY MEEMA HP 02649 I I 1 I 508.539.0800 I 11 '•I _ _ _ I T08.539.3780 FAX PGOCAPECOD.NET I I I ' DRIVEWAY DONED IAND AREA REVEGETATED NATURAL VEGETATION A OR/GRASSES — l 1 OSTERVILLE FINE FOODS 5.70�ACRES 5 o �,•, - 1304 MAIN STREET w' EXISTING PARKING I FOR HEALTH CLUB o GREENHOUSE - ��\ I 05TERVILLE. MA 1.400 S.Q.FT. — I MAP 119 / PARCEL 079 P' Nrf BE I REVISIONS SIGN: =r _. =XIsT1�VG — — N0. DESCRIPTION DATE '"PRIVATE DRIVE' , •t ave! DRIVE wasE, _ — — — — — — — I REVISED DETAILS 8 25 98 i2" LCa — tl 2 REVISED DETAILS PER MTC 9/18/98 _ r FLANT, Blv PPRIVETOFF 7•' C—d _AC 'NAY. I� PROJECT No.: 38402 DATE 1 JUNE 1998 4 �7 DRAWN MHG SIGN: ONE WAY CHECKED ' / DO NOT SCALE 1" = 20' DRIVEWAY TO E AB NDONED AND AREA R EGETAIED WITH (/ j ENTER NATURAL VEG ATION AND / GENERAL OR/GRASSES �' M � N o�M. SITE ': `,�'i 'r; \ li I� 3�••MICHAEL� 2 PLAN + / +•c FIRE ACCESS NOD::a6 i VEHICLE RADIUS v SIGN: ��/, `�a'`` !// , � � . \�.�•^�-•�,°� I I� 90'•l�NrEP`°•',t� / 1' Ned OSTERVILL } ONE' WAY / G vaL 9!b•9B --'FENE''FOOD r �,jI ) \ r�i D4'NOT �o�� � 2 of 2 toi.viNu xrr � uo,w..wf NA *r 61N� ' T Z E F FJ —' --- ' ` `'u'" . . UP Y UP .. . ._ up _. u! r d- UP j -DINING Roots N IL N 1 F75 t:�IU; URAL VEGE ATIONIAND GRASSES ` + O I FIRE ACCESS it �. �•., �*"" i VEHICLE/RADIUS �l SIGN: / O, SIGN, r` OSTER)OLL \ \ J n ONI�i WAY / CIVIL ENGINEER "-FINE-FOOD \ 1 DO'NOT THE PHOENIX GROUP OSTERVILL 1 \, E&TER 3 MALL WAY FITNESS CENTER / f ~ \ / Q P.C. SHPEE BOX AA302649 � 508.539.0800 IV WAY n ' ,r TPGOC PECO FAX REL CATED DR ?� TPc®cAPEcoD.NEr N IN EXISTING FRUR TREES .y TO BE TRANS LANTED PARKING REQUIRED: 12 SIGN: - PARKING PROVIDED:ENTR 14 ONLY X 4 0 O- - FENCE EXISTING �p ii AROUND - STO 0 i -DUMP TE \ ' �/ j OSTERVILLE FINE FOODS TRASH 660 50 FT DUMPSTER � �, 1304 MAIN STREET EXISTING DRIVE, TO BEAABANDONDED / g' - 56 HEDGE PRIV �I AND PEVEGETATED WITM TREES AND pA S SHRUBS RELOCATED FROM 05TERVILLE. MA hi NEW DRIVEWAY o I � PEAS PA . ` .. "Al \ MAP 119 / PARCEL 079 \� I BUI DING \ OCG.'. ;/ REVISIONS ` I GREASc � �" L \ OSTE LLE - rtp L,_� IV N0. DESCRIPTION DATE FINE 005 _ I REVISED DETAILS 8 25 96 �� \�\ 135 7S� C`\ - - pRl I PARKING 2 REVISED DETAILS PER MTG 9116198 10 ��z \ \ NATIVE PEASTONE \ z HANN P EXIST , Q �,�m \ \ PARKING �\\ No PROJECT No.: 38402 \ DATE 1 JUNE 1998 _ DRAWN MHG -PROPOSED �.._ .��- CHECKED SCALE 1" = 20' \ o I 7 1 GENERAL 46 9 SPACES 9 SITE --- PLAN _ O.•' MICA:; -I x39.0 �' No 0§40 . .o .90 9s 42 -.......1 9.11"98 c 1 \ c�mo,nanona.o 1 OF 2 l THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR � QUALITY ORIGINAL (S) m A_ 7 1-1t-Ll� DATA FROM T WILLIAMS LANDSCAPE SERUIC.E PHONE NO. 1 508 428 8000 Dec. 15 1998 06:40PM P3 EXHIBIT A Y. l! PhO�i N.�oYt L cGmRe.\) i Jd `1. 0-'g'EA T v •MiGRe.SEF4 - 1 i CE�ERA� SITE PLAN !'ME PHOENIX GROVLr SVr .._ ' ___•__- .... F. �wvJ-.�i�r _...... ..a pau.ar�•.rYv 1003f0 veOC Q1.` 9ItlJI..i�e ry K�6^LCGi•C c4 l 4) � A';A �$Il M':•' I 0�1!RV0.LC �Or!.IQQ�r. W. :ZL)A MAN 0.9=T (,tir_: �1 J, I { MJti 1 1 { ODICRY'L„: ht II Ill 1 S fi.�( I ,•� +{t Mn.lf 7_ � ,• .. _- � ..a+l.+'v'L w` � { ru`Ito,fneL[-01+ wr�u�• �,�c i �� PVNINC ' GENERAL . .. •....��,,�—�—,---�:, ,,-" 517E PLAN LY_..1•l t•� rier .�-.�...... .. d Apr. 19 '95 12:24 COPIES & MORE TEL 5084777785 P. 2 r. � BUDGURFACg 83WAaX DZSPOBAL SYBTZI XUBFACTIQM FORK Address of property owner's name %. C., K C, 4Qc�l�� Date of Inspection g IL` Cttik b FART A CR�C�L�BT Check if the following have been, done: L�Pumping information was requested of the owner, occupant, and Board of Health. fi�None of the system components have been pumped for at least two Veeks and the system has been receiving normal flow rates during that period. Large volumes of Water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The site was inspected for signs of breakout. A11 system components, excluding the SAS, have been - located on the site. _LZThe septic tank .manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or team, material of construction, dimensions, depth of liquid, depth of f sludge, depth of scum. V The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. f The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. Apr. 19 '95 12:24 COPIES & MORE TEL 5084777785 P. 3 A SUBSURFACE SEWAGE DISPOSAL 8YSTEM INSPECTION FORM PART 8 SYBTSX YWFQMTION FLOW CONDITIONS If residential number of bedrooms number of current residents _ garbage grinder, yes or no laundry connected to System, yes or no seasonal use, yes or no If nonresidential, calculated flow: 4 water meter readings, if available: Last date of occupancy GENERAL WORMATION Pumping records and source of information: System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of system Septic tank/distribution box/soil absorption system single cesspool overflow cesspool Privy -L%L- Shared system (yes or no) (if yes, attach previous inspection records, if any) other (explain) Approximate age of all components. Date installed, if known. Source of information: `,( / f �..._ r)1 Sewage odors detected when arriving at the site, yes or no f Apr. 19 '95 12:25 COPIES & MORE TEL 5084777785 P. 4 9 sus uRYACE 8ZWAQB DXBP09AL BYBTSK XNSPZCTION FORA PART 8 I BYSTSM xNWOMTZON aoAtinued SEPTIC TANK:�. (locate on site plan) ,r depth below grade: 1. material of construction: �oncrete -metal. FRF _ , other(explain) dimensions: sludge depth distance from top of sludge to bottom of outlet too or baffle scum thicknOSS, distance from top of scum to top of outlet tee or baffle distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) 'DISTRIBUTION BOX: (locate on site plan) -- depth of liquid level above outlet invert Comments: (note if level and distribution is equal , evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc. ) PUMP CHAMBER (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenant®s, recommendations for maintenance or repairs,etc. ) f Apr. 19 '95 12:26 COPIES & MORE TEL 50847777e5 P. 5 10 SU,DSURFACE sZWAGR DISPOSAL BYBTZK INSPECTION FORM Trim 8 SYSTEM IMPOAMATION aaatinuid SOIL ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not required, but may be approximated by nan-intrusive methods) If not determined to be present, explain: Type , leaching pits and' number -�' leaching chambers and number leaching galleries and number -- r1 leaching trenches, number, length r. leaching fields, number, dimensions overflow cesspool, number Comments: (note condition 'of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc: ) CESSPOOLS (locate on site plan) : _. number and configuration depth-top of liquid to inlet invert - depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) PRIVY: (locate on site plan) materials of construction dimensions depth of solids Comments: (note condition of sail, signs of hydraulic failure, level of ponding, condition of vegetation, recommendation5 for maintenance or. repairs,et�• ) Apr. 19 '95 12:26 COPIES & MORE TEL 5084777785 P. 6 11 SUBSURFACE SEWAGE DISPOSAL BYBTZX INSPZCTIOX FORD PART B BYBTZX XNFOPJMTION aontiAUSd SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 1001 DEPTH TO GROUNDWATER b � depth to groundwater method of determination or approximation: IApr. 19 '95 12:2? COPIES & MORE TEL 5084???785 P. ? 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C VAILURE CRITERIA Indicate yes, no, or not determined (Y H or ND) . Describe basis of determination in all instances. If 'snot determined" , explain why not) r Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? Static liquid level in the distribution box above outlet invert? Liquid depth in cesspool <6" below invert or available volume< 1/2 day ' flow? Required pumping 4 times or more in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? Is any portion of the SAS, Cesspool or privy: below the high groundwater elevation? within 50 feet of a surface water? within - 100 feet of a surface water supply or tributary to a surface water supply? r �- within a Zone I of a public well? within 50 feet of a bordering vegetated wetland -'or salt marsh (cesspools and privies only, not the SAS) ? within 50 feet of a private water supply well? less than 100 feet but greater than 50 feet from a private water supply well. with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysi. - for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. Apr. 19 '95 12:27 COPIES & MORE TEL 5084????e5 P. 8 13 BUSSURFACE BBNAGE DIGPOBAL SysTax IN9PZCT10X FORK PART D CERTIFICATION Name of Inspector Cvc:t, (i e A/, ow rS Company Name Company Address i, v 6rj...�;1L?a NVe '11,e Certification Atatement I certify that I have personally inspected the sewage disposal system at this' address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, .maintenance and repair are consistent with my training and experience in the proper function and manitenance of on-site sewage disposal systems. Chgck, one: I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15. 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. I have determined that the system fails to protect public health and the environment as defined in 310 CMR 15.303. The basis for this determination is provided in the FAILURE CRITERIA section of this farm. Inspector's Si nature Date original to system ow er Copies to: , Buyer (if applicable) Approving authority Ro °#H op/Af r M G Q.4' �C>Cv.t� o� �,�r•c���jyC� cep r ---Concrete access cover with concrete riser to within 12" of finish grade or less. Cost iron access cover with frame and grate, full mortar to de, LeBaron Top of Foundatior`F� Cat No.tLA164aor approved equal or concrete cover and riser, H-20 load rated. 5117 t Existing Grade:Elev.-- CIVIL ENGINEER 1' Min Cover 2% Min Slope , Deep min. THE PHOENIX GROUP Top of Leaching 3 MALL WAY n 1% Min Sloe washed stone Chambers: Elev. Z* vER OF, base o�szroNE P.O. BOX 1736 Minimum MASHPEE, MA 02649 Invert Out S' \` 508.539.0800 Elev r In ®X=4', 14� 1% Min Slope $' 3/4' io 1 1/YEl ®X=5 , 19' z t. L ----" Effective Depth 2' w�sHED sronE 508.539.3780 FAX 10" Tee Invert ut r,� TPG®CAPECOD.NET ®X=6', 24 �, DISTRIBUTION Elev Box I I Bottom of Leaching X ACME PRECAST oes OR EQUAL �'T "� Chambers: Elev. 45,9 Invert I Invert 0 t 1 Invert In Elev4 5 Elev.`+ '3 Elev. 9 GROUND WATER ELEVATION OR BOTTOM OF TEST PIT: —_— 2000 GAL CONCRETE SEPTIC TANK set tank on 6' base of 3/4' screened gravel, compated to 98% dry density. SYSTEM PROFILE FITNESS CENTER SPECIFICATIONS 1304 MAIN STREET 2000 GALLON TANK Installation of system shall be closely monitored by engineer. No deviations from the design plans shall be allowed without prior review and consent by the Engineer and the Board of Health. Soil conditions shall be.,reviewed by OSTERVILLE r — — — — — — — — — — — — — — — — — — the Engineer at the time of system installation for conformance with the design. All workmanship and materials shall conform to DEP Title 5 and the Town of Mashpee regulations and the requirements 21" Dia. 21' Dia. 1 of this plan. Cleanout Cover Cleanout Cover 1 1 ( All components of the system shall be capable of withstanding H-10 load rating unless they are within 10 feet of drives, parking areas or roads, in which case they shall be capable of withstanding H-20 load rating. I 1 REVISIONS 10 1 NO. DESCRIPTION DATE 1 1 , X L - - - - - - - - - - - - - - - - - - � PLAN OF SEPTIC TANK PROJECT No. : 39111 DATE 1 OCT 1999 DATE OF PERCOALTION TEST: DRAWN MHG DESIGN CALCULATIONS:TEST BY: _ _ WITNESSED BY: —__-- CALCULATED FLOW: _ __400 _GPD (20 LOCKERS)_ CHECKED PERCOLATION RATE: MIN./INCH — — GARBAGE DISPOSAL UNIT Y / NO �: SCALE N.T.S. TEST PIT 1 TEST PIT _— TOTAL ESTIMATED FLOW: _400_ ELEV. --- ELEV. _-- SEPTIC TANK REQUIRED: _1500 —__GAL D LEACHING AREA REQUIREMENTS: SEPTIC EFFLUENT LOADING RATE: _0.74_—__GPD/SQ FT SIDEWALL AREA- 220 SO FT SYSTEM SIDEWALL LOADING: _ 163 GPD BOTTOM AREA: ———— ULTRAVIOLET. DISINFECTION UNIT (IF REQUIRED) — __—��� SQ FT N.R• t BOTTOM LOADING; ___—_407 GPD Ultraviolet disinfection unit shall be provided. The wastewater stream shall osed to UV radiation of ��H 2400 to 29CO3`An stroms. A maximum wastewater penetration, d o be 2 inches. The unit shall be AEt TOTAL AREA: ________ 770 SQ FT constructed to provide a minimum UV dose of 16,00 ec/sq cm. UV lamps shall be enclosed in H. TOTAL LEACHING CAPACITY: 570�_ GPD a quartz lass sleeve. A manual or outom nin device shall be installed to clean the 8R0?ZKF q 9 g quartz; glass N034446 enclosure. The UV lamp shall b ed at one year intervals, unless the manufacturer specifies la longer guaranteed lamp life. shall be protected from dust, heat and freezing. The quartz loos`enclosure 9�C� E�. z� APPROVED: BOARD OF HEALTH 9 ,,sTE .shall be Cie C 2 east four times a year.. The UV lamp intensity shall be tested at the time of F s` in and at annual intervals to confirm that the minimum W dose is achieved. Gvd Bottom of Pit or Bottom of Pit or Water E 1 OF 1— DATE Water Elev. DATE AGENT PERMIT NUMBER t •` t 1 i •. \ ++ 9 60.3 .... , .......... tt - _ 1 \ CIVIL ENGINEER / O TH E PHOENIX GROUP OUP t :: welGHr/taaurt<us::::::: .....' 3 MALL WAY a, t P.O. BOX 36 MASHPEE, MA 02649 "Z. .`•.. r:.r.•r?i}:i:(•i:{.:.r:::( i:•ri:(( r:rr:�?rr:i•'.ri.'i:i:•: rr:rir:t':•.•ir:�r:i:i.•i:?:i?iF." �..,,,_... 508.539.0800 ------ \ .. . ::.::. :.......::. :: ......::::. 508.539.3780 FAX --------- t ::.::.. ...... TPG®CAPECOD.NET t\ \ EXISTING 1 FITNESS CENTER - �Z 10 3350 SQ FT F.OYEA:. O RELOCATED �\ +� CEDAR fT:?:. INV OUT 2000 GALLON NEW LEACHING SYSTEM: -2, VARI SEPTIC TANK LV 500 GALLON LEACHING �� +DTO 0 ACME ST-5-5 CHAMBERS (ACME OR EQUAL) \m OR APPROVED WITH 4' WASHED STONE ALL-�- '— ..:. ...... ::?:; :::.. EQUAL AROUND. TOTAL LEACHING \ 1:;F:':.:: I -AREA-PROVIDED: 768 SO FT V10 :t : •:-1::•. .::.�L6OKER::•RCIO.MS:�:I•:: :•:::.. Iv v % EXISTING ::E:.. .........I..Z...SQ} ........::: . l �z > SEPTIC TANK :: :::. : ::.. ........::::::i:.'::::::: _ TO BE REMOVED .:::: :::::,. -N4::;:{..... �— THE FARM 1 \`- ... ..............:. Z tc.:c?ii:iF:iCk:.r..: 1304 MAIN STREET PAV 1 --- PATH t j RES- I - ---� ____ - ' -�XiSTING PARKING OSTERVILLE. MA t+ - �� ; (;OR HEALTH CLUB W w - O +t1 ---- !1 .�\ p II 11 20 SPACES - FU7 RE DO STIC W _ - 1 1 t+\---------- ----- - -- - - \ `>� 1 ` MAP 119 / PARCEL 079 tl p t REVISIONS z \ M � w � EXISTING PARKING ����---'� ��� � r 'It III NO. DESCRIPTION DATE Cr1 P \ FOR HEALTH CLUB EXISTING LEACH PIT �� p I 1 1 REVISED DETAILS 8 16 98 i pp 18 SPACES .._� TO BE ABANDONED, \\ 11 2 REVISED DETAILS PER MTG 9/i 6/98 o GREENHOUSE FILLED WITH CLEANt_------ \ �� SAND OR REMOVED, t'- �\ 1 1400 SQ FT 4\\TYP 13.2' PROJECT No. : 38402 I'OT 5 DATE 1 JUNE 1998 1 / 1 V 5.70 ACRES DRAWN MHG CHECKED SIGN: \ I' I SCALE 1" = 20' R, "'PRIVATE DRIVE' GENERAL t ` I SITE PLANt , Ab ��N 1S 4,e r 1 ) pt MICHAELH. °c / ©f GROTZKE NO34446 a ONE WAY DO NOT T 1 I \ I O F c� n L EHG 1 2 PATH +� > , RE i _ --- - y�--�XISTIN O �� , 2 � r 1 F j , STi C W ` \ ny.✓ ,, FU RE DO -� O �. + O CIVIL ENGINEER o W EXISTING PARKING �' `�__ r THE PHOENIX GROUP + + w' \ FOR HEALTH CLUB EXISTING LEACH PIT / O ', ', 3 MALL 1736 i 18 SPACES TO BE ABANDONED, \ 1 J M SHPEE, MA 02649 FILLED WITH CLEAN �_-----16, o GREENHOUSE � __- -� �� SAND OR REMOVED. \ y I 508.539.0800 1 400 SQ FT �— `-<\TYP I 508.539.3780 FAX �..-13.2' TPG®CAPECOD.NEF LOT 5 5.70 ACRES SIGN: ' 'PRIVATE DRIVE' o THE FARM SIGN: j r ONE WAY ; 1304 MAIN 5TREET ' — — — — — \ DO NOT 1/ ENTER 05TERVILLE. MA r I FIRE ACCESS Irr VEHICL /RADIUS / MAP 119 / PARCEL 079 \� \ -- 11 it /� it REVISIONS PROPO D SIGN: ° SIGN, NO. DESCRIPTION DATE OSIER ILL +� ONES WAY ' 1 REVISED DETAILS 8 25 98 ` -FIT C NTER i ° `� \ ° ' DOr' NOT 2 REVISED DETAILS PER MTG 9116198 [ATER c�� / �� REL CAT PROJECT No. : 38402 WAY ED DR�� - ! i DATE 1 JUNE 1998 N IN , DRAWN MHG II CHECKED SIGN: i r PARKIN SCALE 1° = 20' ENTRANCE , �L�\� PARKIN ONLY Cam, X ° /' 4. '0 1" , GENERAL SIGN: / SITE LA PETI E-, MAIS EXISTING �d`•MIcrineL G � 1 O O CO OFFICEOR 1 '' GRoNO � a y TRASH + so FT s DUMPSTER '� +\ 660 A•- + ,�o.� 2 of 2